240113_HISTORICAL_20171231

NUH I H UAHULINA
Department of Environmental Qual

A ' ` '
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
January 27 2010
Ronald C. Pridgen
870 Lawrence Tedder Rd.
Whiteville, NC 28472
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS240113
Double R Farms 4 2
Animal Waste Management System
Columbus County
Dear Mr. Pridgen:
The Division of Water Quality (Division) received your sludge survey information on
January 19, 2010, for the lagoon at the above referenced facility. With the survey results, you
requested an extension of the sludge survey requirement. Due to the amount of treatment volume
available, the Division has determined that an extension for performing the annual sludge survey
is appropriate.
The next sludge survey for lagoon 1 should be performed before December 31, 2014. Thank you
for your attention to this matter. Please call me at [phone] if you have any questions.
Sincerely,
Larry W. Wade PE
Animal Feeding Operations Unit
cc: Wilmington Regional Office, Aquifer Protection Section
Permit File AWS240113
1636 flail Service Center, Raleiah, North Carolina 27699-1636
Location: 2728 Capital Blvd., Raiegh, Korth Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-674B
Intmat, WWVJ.nrwatP.MIIalitv.nrn
JAN 2 9 2010
NorthCarohna
Naturalt.9
An Eon! Action Ernonver

Dq-113
i
� w ,, NUTRIENT MANAGEMENT PLAN -_-- Y
Growers):
Farm Name:
County:
Farm Type:
Farm Capacity:
Storage Structure:
Storage Period:
Application Method:
Ronald Pridgen
Double R Farms
Columbus
Feed -Fin
7040
Anaerobic Lagoon
180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollutio. -
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as tho limiting nutrient. Waste should ba 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 R is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration ratEs, leaching potentials,
cation exchange capacities, and available water holding capacities. FiscmIVEI)
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per APR 9 6 ZOOS
year. Waste may be applied to land eroding at 5 or more tons per acre saiwi ivaHy, but
less than 10 tons per acre per year providing that adequate filter strips am establisheny:
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DW,D regulations.
5. Wind conditions should also be considered to,avoid drift and downwind odor
RECEIVED / DENR I DWQ
AQUIFFR-AR0TFCTj0N SECTION
MAR 31 2009 Page: 1

problems. r
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and redUce odor problem..
This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this Ilan. Nutrient levels for different application
methods are not the same.
The estimated awes needed to apply the animal waste is based on typical nutrient content
for this type of facility_ In some cases you may want to have plant ana4 sis made, which could
allow additional waste to be applied. Provisions shall be made for the area receMng waste to
be flexible so as b) accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
7040 animals X 986 gallanimallyear =
AMOUNT OF PIJkNT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
7040 animals X 2.30 lbsta::iimaltyear =
6,937,920 gallons
16,192.00 Ibs
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type, and surface application.
Page: 2

_ _ -___ J� )
Hyd Field Sioil Crop Yield Ibs N Acres Lbs NIAc Lbs N ibs N Time to
Type Code IAc ►unit Re-sidual L IAc Required Apply
- ---
1
1
Bulgy
B
4.1
50.00
2.80
205.0 574.00
Mar -Oct
2
1
BuB
B
4.1
50.00
2.63
205.0 539.15.
Mar -Oct
3
1
BiR
B
4.1
50.00
2.74
205.0 561.70
Mar -Oct
4
1
BuB
B
4.1
50.00
3.99
205.0 817.95
Mar -Oct
5
1
BuB
B
4.1
50.00
4.87
205.0 998.35
Mar-0ct
j 6
1
BuB
B
4.1
50.00
3.03
205.0 621.15
Mar -Oct
7
2
BUB
B
4.1
50.00
3.05
205.0 625.25
Mar -Oct
j 8
2
BUD
B
4.1
50.00
4.11
205.0 842.55
Mar -Oct
9
2
Ra
B
3.4
50.00
3.73
170.0 634.10
Mar -Oct
10
2
Ra
B
3.4
50.00
3.17
170.0 538.90
Mar -Oct
11
2
Ra
B
3.4
50.00
2.51
170.0 426.70
Mar -Oct
12
2
BUB
B
4.1
50.00
2.20
205.0 451.00
Mar -Oct
13
2
BUB
B
4.1
50.00
2.09
205.0 428.45
Mar -Oct
14
3
BUB
B
4.1
50.00
1.55
205.0 317.75
Mar -Oct
15
3
BUB
B
4.1
50.00
0.73
205.0 149.65
Mar -Oct
16
4
Ly
B
4.1
50.00
0.69
205.0 i 141.45
Mar -Oct
17
4
Ly
B
4.1
50.00
2.65
205.0 i 543.25
- -rvidr-Oct~
18
5
Ly
B
4.1
50.00
4.75
205.0 973.75
Mar -Oct
19
5
Ly
B
4.1
50.00
425
205.0 871.25
Mar -Oct
20
5
I.y
B
4.1
50.00
3.37
205.0 690.85
Mar -Oct
21
6
BuEl
B
4.1
50.00
2.99
205.0 i 612.95
Mar -Oct
22
6
BUB
B
4.1
50.00
2.68
205.0 549.40
Mar -Oct
23
6
BUB
B
4.1
50.00
0.95
205.0 194.75
Mar -Oct
24
6
BuB
B
4.1
50.00
1.34
I
205.0 I 274.70
Mar -Oct
Jul
K
50.40
66.87
50.00 13343.50
S-April
Total 66.87
Available N
*Difference
16722.50
16192.00
-530.50
-Indicates that this field is being overseeded (i.e. interplanted) cr winter annuals follow summer
annuals.
*A negative number reflects the total Ibs of additional nitrogen needed to achieve yields on
acreage listed in chart. A positive number means additional acreage is required to utilize the
nitrogen produced by the farm.
NOTE:
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
Page: 3

In interplanted fields ( i.e. small grain, etc, inteasee?ded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small gratin, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reacts maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain -for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three limes during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or taut to a height of
about two inches before drilling for best results.
The following legend explains the crop codes tasted in the table above:
CropCade Cron
.A
Barley
B
Hybrid Bermudagrass - Grazed
C.
Hybrid Bermudagrass - Hay
D
Cam - Grain
E
Corn - Silage
F
Cotton
3
Fescue - Grazed
H
Fescue- Hay
I
Oats
J
Rye
K
Small Grain - Grazed
L
Small Grain - Hay
NI
Grain Sorghum
N
Wheat
D
Soybean
Lbs N utilized 1 unit yield
1.6 lbs N / bushel
50 Ibs N / ton
50 Ibs N I ton
1.25 Ibs N / bushel
12 Ibs N I ton
0.12 Ibs N / Ibs lint
50 Ibs N / ton
50 Ibs N I ton
1.3 Ibs N 1 bushel
2.4 Ibs N / bushel
50 Ibs N / acre
50 ibs N I acre
2.5 Ibs N / cwt
2.4 Ibs N / bushel
4.iiiibs N / bushel
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odee, areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and mst likely will be, more than the acres shown in the tables.
See attached mafi showing the fields to be use-d for the utilization of animal waste.
Page: 4

SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient ri-.h and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 0.36 pounds of plant available nitrogen per animal per year in the
sludge based on the application method listed earlier.
If you remove the sludge every 5 years, you wH have approximately 12672.00
pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the
rate of 300 pounds of nitrogen per acre, you well need 42.24 acres of land. If you apply
the sludge to corn at a rate of 125 pounds per acre, you will need 101.38 acres of land.
Please be aware that these are only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and
applications.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not excee.A the intake rate of the soil ai the time of irrigation-- -_
such that runoff or ponding occurs. _This rate is limited by initial soil moisture: content, soil
structure, soil texture, water droplet size:, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the, crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
The following is provided as a guide for establishing application rates and amounts.
Tract
Field
Snil
Type
Crop
Application Rate _
inlhr
Appfcation Amount
* inches
1
1
BUB
BK
� 0.6
— 1
2
1
BUB
BK
0.6
1
3
1
BUB
BK
0.6
1
4
1
BUB
BK
0.6
1
5
1
BUB
BK
0.6
1
6
1
BUB
BK
0.6
1 —
7
2
BUB
BK
0.6
1
8
2
BUB
BK
0.6
1
9
2
Ra
G
0.4
0.95
10
2
Ra
G
0.4
0.95
11
2
Ra
G
0.4
0.95
12
2
BUB
BK
0.6
1
13
2
BUB
BK
0.6
1
14
3
BUB
BK
0.6
1
is
3
BUB
BK
0.6
1
16
4
I_y
BK
0.65
0.75
Page: 5

�.
FIR
17
4
Ly
BK
0.65
18
5
Ly
BK
0.65
0.75
19
5
Ly
BK
0.65
0.75
20
5
Ly
BK
0.&5
0.75
21
6
BUB
BK
0.6
1
22
6
BuB
BK
0.6
1
23
6
BUB
BK
0.6
1
24
6
BUB
BK
0.6
1
'This is the maximum application amoL=nt allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of'the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsiability of the producer and wa:ite applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of n"an shown in the babies may make this plan invalid.
Call (9 your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
Additional Comments:
Page: 6

NUTRIENT MAO GEMENIi PLAN CERTIFICATI170
Name of Farm:
Owner/Manager Agreement:
Uwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we Imow that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWO before the new
animals are stocked.
I/we understand that I must own or have acce:.s to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management p?an. This equipment
must be available at the appropriate pumping time such that no discharge occurs from -the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied'on-the land
according to this Irian at the appropriate times and at rates which produce no runoff. . - -- -. - - - -- - -
This plan will be filed on site at the farm office and at the office of the kcal Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
0 Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
T
Signature:
Address:
Please Print
Sonya J. Bai ber
Harvest Net, Inc.
P.O. Box 32
Council, NC 28434
(910) 64547,58
Date
Date
Z'/z T
Page: 7

Aw)
Ronald C. Pridgen
Double R Farms 92
870 Lawrence Tedder Rd
Whiteville, North Carolina 28472
Dear Mr. Pridgen:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
January 18, 2008
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS240113
Double R Farms #2 Facility
Animal Waste Management System
Columbus County
The Division of Water Quality (Division) received your sludge survey information on January 3,
2008. With your results, you requested an extension in the frequency of the sludge survey for
Lagoon 1 at the Double R Farms #2 facility. Due to the amount of treatment volume available,
the Division agrees that a sludge survey is not needed until 2009 (to meet the requirement for a
sludge survey in the year of permit renewal). The results of the 2009 sludge survey are to be
submitted with the Annual Certification Form that will be due on March 1, 2010. Thank you for
your attention to this matter. If you have any questions, please contact me at
[e-mail] or by phone at [phone].
Sincerely,
Duane Leith
Environmental Engineer
cc: Wilmington Regional Office, Aquifer Protection Section
AFO Central Files
Aquifer Protection Section 1636 Mail Service Center
lntemet: wwwmcwater uali .or Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer-50% Recycledl10% Post Consumer Paper
14r Carolina
Naturally
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

F
AW�7'
Michael F. Easley, Governor
William G. Ross 3r., Secretary
North Carolina Department of Environment and Natural Resources
0
Alan W. Klimek, P.E. Director
Division of Water Quality
August 15, 2006
Ronald C Pridgen
Double R Farms #2
870 Lawrence Tedder Road
Whiteville, North Carolina 28472
RECEIVED
Subject: Sludge Survey Testing Dates Falb Z 12006
Certificate of Coverage No. NCA224113
Double R Farms 42
Animal Waste Management System
Columbus County
Dear Mr. Pridgen:
The Division of Water Quality (Division) received your sludge survey information on July 27,
2006. With your results, you requested an extension in the frequency of the sludge survey for
Lagoon 1 at the Double R Farms #2 facility. Due to the amount of treatment volume available,
the Division agrees that a sludge survey is not needed until 2007. The results of the 2007 sludge
survey are to be submitted with the Annual Certification Form that will be due on March 1,
2008. Thank you for your attention to this matter. If you have any questions, please contact me
at [e-mail] or by phone at [phone].
Sincerely,
Duane Leith
Environmental Engineer
cc: �Wil'mington.Regional-Off_ ice;_Aquifef Protection Section-- ,)
AFO Central Files ~
NortltCarolina
Natma!!y
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www.ncwaterqualiW..M Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recydedll0% Post Consumer Paper Customer service: [phone]

Michael F. Easley, Governor
o�ot w A r�9pt:
0 `C
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007 1c:0 IP-Cii�%ED
Ronald C Pridgen
Double R Farms #2 JUN 2 6 Z007
870 Lawrence Tedder Rd
Whiteville, NC 28472
Subject: Certificate of Coverage No. AWS240113
Double R Farms #2
Animal Waste Management System
Columbus County
Dear Ronald C Pridgen:
In accordance with your application received on 11-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Ronald C Pridgen, authorizing the operation of the subject
animal waste management system in accordance with General Permit AWG100000,
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Double R Farms #2, located in Columbus County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 7040 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows -
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition Ill.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pav
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwat uali .org Location: 2728 Capital Boulevard
An Equal OpportunitylAffimtative Action Employer— 50% Recydedl10% Post Consumer Paper
N%` Carolina
�turally
Raleigh, NC 27699-1636 Telephone: [phone]t
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit 'convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four ' years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-395-3900. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Columbus County Health Department
Columbus County Soil and Water Conservation District
Wilmington Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS240113

FEB-26-04 02:26 PM AGRIMENT SERVICES INC. 12525682750 P_04
ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certilirate of Coverage or Permit Number - . 24-113 Cciunty Columbus Year sew-1
Facility Nanw (as shown on Certificate of Coverage or Permit) Double R. Parma #2
Operator in Charge for this Facility Ronald C.Pridiren Certification # 23293
Land application of animal waste as allowed by the above permit occurred during the past calendar year ® YES
17 NO. If NO, skip Part I and Part Il and proceed to the certification. AIm), if animal waste was generated but not
land applied, please attach an explanation on how the animal waste was handled_
J�rt I s _ Facility Information:
t. Total number of application Fields [3 or Ilu4 ® (please check the appropriate box) in the Certified Animal
Waste Management Ilan (C'AWMI'): 24 Total Uscable Acres approved in the CAWMF
66.87
S Total number ofFields 0 or Pulls H (Please check the appropriate box) on which land application occurred
during the year: 24 Total Acres on which waste was applied 6&87
8. Total pounds of Plant Avaiiahle Nitrogen (PAN) applied during the year for all application sites:
9587.58
4. Total pounds of Plant Available Nitrogen (PAVE allowed to be land applied annually by the CAWPvtF and the
permit. 16722.5
5_ Estimated amount of total manurcm, litter and process wastewater sold or given to other persons and taken off
site during the. year N/A tons ❑ or gallons [I (please check the appropriate box)
6. Annual average number o£animals by type at this facility during the previous year;
6426 is a vartial ave from Ave 03-Dee 03
7. Largest and smallest munber of animals by type at this facility at any one time during the previous year:
Largest
Smallest
(Thew. numbers are for informational purposes only since the only permit limit on the number of animal i at the
facility is they annual average nmmbers)
a. Facility's Integrator if applicable: Murobv Browns LLC
Part I1• F,i iU Stag;
IF TILE ANSWER TO ANY STATEMENT BELOW IS `NO", PLEASE PROVU)E A NVRI*1 EN
DESCRIPTION AS TO WHYTHE FACILITY WAS NOT COMPLIANT, Tl IE l_)ATFS OF ANY NON
COhiPLIANCF., AND EXPLAIN CORREC-fIIVT AC:110N TAKEN OR PROPOSED TO BETAKEN TO
BRING TI IIS FACILITY BACK INTO COMPI.IANCF.
Only animal waste generated at this facility was applied to tale pericitted sites during 0 Yes ❑ No
the past calendar year.
AFACF 3-14-03 1 M ac

FEB-26-04 02:27 PM AGRIMENT SERVIICES INC.
12525682750
P_05
Y. T 1W facility was operated in such a way that there was no direct runoff of waste from
the facility (including the_ houses, lagoons/storage ponds and the application sites) during
the past calendar year.
8. There was no discharge of waste to surface water from this facility during the past
calendar year.
4. There was no fivehoard,-lolation in any lagoons or storage ponds at this facility during
the past calendar year.
S. There was no PAN application to any fields or crops at this fardity greater than the
levels specified in this facility's CAWMP during the past calendar year-
S. All land application equipment was calibrated at least once during the past calendar year. N/A
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon N/A
was designed or reduce the lagoons minimum treatment volume to less* than the volume
for which the lagoon was designed.
S. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. N/A
S. Annual soils analysis were performed on each field receiving animal waste during the
past calendar year.
M Soil p1l was maintained as specified in the permit during thL past calendar Year?
11. AU required monitoring and reporting was performed in amordance with the facility's
permit during the past calendar year.
ls. All operations and maintenance requirements in the permit were complied with during
Byes ❑ No
® Yes ❑ No
0 Yes 13 No
0 yes ❑ No
© Yes p No
0 Yes ❑ No
p Yes ONO
® Yes 0 No
0 Yes ® No
Eyes ❑ No
® Yes © No
for past calendar, year or, in [lie Gnsc of a deviation, prior authorizatwil was received
eived
from the Division of Water Quality.
I$. Crops as specified in the CAWWP were maintained during the past calendar year on all 0 Yes ❑ No
sites re mh irsg animal waste and the crops grown were remcaved in accordance with
the facility's permit.
14. All bufi'cr requirements as specified on the pernut and the CANirIMl' fbr this facility were ® Yes ❑ No
maintained during each application of animal waste during the past calendar year.
'I certify underpenalty orlaw- that this document and all attachruentz were prepared under my dimction or
m4wrvision in accordance vvith a system designed to assure that qualified personnel properly gather and evaluate the
:._:.uifornration subtuittcd. teased on my inquiry of tht person or persons who manage the system, or those persons
' directly responsible for gathering the information, the information submitted is, to the list of my isnowledgc• and
belief, true, accurate, and complete. I srn aware that there are significant prnnities for submitting false information,
including the possibility of fines and imprisonment for knowing violations.'
_ Ronald Pri&en
: Pcrmittte Nanic and Title (type or print)
Signature of Pernuttee Date
Signature of Operaror ur Charge Date • �
(if different from Pernuttec)
►., h i' �rrective Actions:
i rtc was applied on limo deficient fields on 03.
It should be noted that Technical !1ssi.�tance is lintited with the N/A answered items, however every attempt "
will be made to comply by 4/24/01k
AFAGF 3-14-03 2

State of North Carolina
Department of Environr
and Natural Resources
Division of Water Quality
,lames B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
RONALD PRIDGEN
DOUBLE R FARMS #2
ROUTE 5, BOX 374-A
WIUTEVILLE, NC 28472
Dear Ronald Pridgen:
APR 13 2000
March 31, 2000
ffl?'�WA
IT 0 0
A&44
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANa NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS240113
Double R Farms #2
Swine Waste Collection, Treatment,
Storage and Application System
Columbus County
In accordance with your application received on September 3, 1999, we are forwarding this Certificate
of Coverage (COC) issued to Ronald Pridgen, 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 Iimited to,
the management of animal waste from the Double R Farms #2, located in Columbus County, with an
animal capacity of no greater than 7040 Feeder to Finish 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 limitations as
specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required nnonitoring data and
operational information must be established for this fans. 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 143-215.6C 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% recycled/ 10% post -consumer paper

Certificate of Coverage AWS2401 I
Double R Farms #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 Susan Cauley at [phone] ext. 546.
Sincerely,
Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Columbus County Health Department
Wilmington Regional Office, Water Quality Section
.Columbus County Soil and Water Conservation District
Permit File
NDPU Files

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Ronald Pridgen
Double R Farms #2
Route 5, Box 374-A
Whiteville NC 28472
Dear Ronald Pridgen:
M.4 0
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 24-113
Columbus 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. IRR1, IRR2, DRY1, 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.
Sincere
r
Ken: T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Columbus County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycted/10% post -consumer paper

State of North Carolina 101,
Department of Environmen i- �� DA
• •
and Natural Resources
Division of Water Quality NOV 2 3 1999
James B. Hunt, Jr., Governor BY:
NCDENR
Bill Holman, Secretary
Kerr T. Stevens, Director NORTH CAROLINA DEi-ARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 18, 1999
RONALD PRIDGEN
DOUBLE R FARMS #2
ROUTE 5, BOX 374-A
WHITEVILLE NC 28472
Subject: Application No. AWS240113
Additional Information Request
Double R Farms #2
Animal Waste Operation
Columbus County
Dear Ronald Pridgen:
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 December 18, 1999:
The Waste Utilization Plan (WUP) must include the Natural Resources Conservation Service Standard
Specifications. Please contact your technical specialist to include the 23 specifications in your WUP.
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 December 18, 1999 or the Division will return your application as incomplete in accordance with 15A
N.C.A.C. 211.0200 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 546.
Sincerely,
usan Cauley
Environmental Engineer
Non -Discharge Permitting Unit
cc: Wilmington Regional Office, Water Quality
Permit File
1617 Mail Service Center, Raleigh, North Carolina 27.699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

7 PY
State of North Carolina 1 qWA 7Et VEO
Department of Environment, Health and Natural R�npN
Division of Water Quality ►SEp
Non-Discharze Permit Application, Form
�31999
(THIS FOILN MAYBE PHOTOCOPIED FOR USE AS AN 0ftw
a rV
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWINLP) certification form, Part H, must be included
with this application prior to the application being accepted as complete.
Application Date: 2i- 3 D- 9 9
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
I. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations; ✓
2. Three copies of a general location map indicating the location of the animal waste facilities and
held locations where animal waste is disposed;
3. Three copies of pages 1-3 of the Animal Waste Management Plan (AWMP) Certification Form,
including Pant 11(Certification of Design Items A-F). If the facility does not have Part H of the
AWMP completed, it must be completed prior to submittal of a general permit application for
animal waste operations. kip
4. Three copies of the Animal Waste Management PIan (AWMP) used for facility design- _- ✓
II. GENERAL INFORMATION:
I. Farm's namei
2. Print Land Owner's narrle: R Nald t�fR,► 4�ta
3. Mailing address: _ II ���__ law- 1) 4 - 8
City: V1j`�f✓Utitt State: -C• Zjp:—
Telephone Number: ( q 10 _) �13.
4. County where farm is Iocatcd: C D ( ti M to Us _
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): . 7 rAY • ul c-b4 O P _ O W �j t410
6. Print Farm Manager's name (if different from Land Owner): ✓
7. Lessee's Integrator's a (if applicable; please circle which type is listed): C A k* t alC-
FORM: AWO-G-NE 3/21/97 Page 1 of 3

CE
III. OPERATION INFORMATION:
1. Farm No.: (county number); (facility number).
2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of .animals"
should be the max mum number for which the waste management structures were designed_
Tyrae of Swine No. of animals Tare of Poultry ►Llo. of Animals 1= ofCarde, Nlo. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 'D 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turicey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm,: o. of Animals-
3. Acreage cleared and available for application: Jc ; Required Acreage (as listed in the AWMP): S i
4. Number of Laaoous: i ; Total Capacity: 1S o q 90 Cubic Feet (ft3)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3)
5. Are subsurface drains present within 100' of any of the proposed application fields? YES or (please circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) (jap or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? G ` a.4 ` q -E
What was the date that this facility's land application areas was sited? -1-4 ` g 6-
IV. APPLICANT'S CERTIFICATION:
I, &Yln r, I dL', d C 2 Y, (Land Owner's dame listed in question 112), attest that
this application for (Farm name listed in question H.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned t as inc
nYletep7
Signature r�!-�- t�--� _ _—Date
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question I1.6), attest that this
application for (Farm name listed in question 11.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE SOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
FORM: AWO-G-NE 3/21/97 Page 2 of 3

i
DIVISION OF WATER QUALITY REGIONAL OFFICES (9/96)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
'Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
%Bladen
Richmond
Cabamis
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
-Hargett
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
Montgomery
Iredell
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Aileghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-G-NE 3/2I/97 Page 3 of 3

Anima! Waste Manaoement Plan Certification
(please ,vx .)r prim all ;zformation chat uocs not recuire a
axisting or ew or Expanded (Please circle one)
Geneml Information:
Name of Farm .I�u aL e _ F-4'?Pa N' Z Facility No: -
Owner(s) Name: _/}OMAL-A _ �R1,0 AE i Phone No:_9/O B¢2 — 5'G1 o
Mailing Address: A p . o x /¢-
Farm Location: County Farm is located in: _ CeLt)Mfca_
Fourteen Digit Hydrologic Unit: o3o422 06a /ca '0.0
Latitude and Longitude; 2� , w a -
3 s 27 / ' 178 ,so „r?Z " In tee rotor: i',Ao LL 'S Fa o D s
Please attach a copy of a county road map with location identified and describe below (Be specific:
road names, directions, milepost, etc.): 10 &cA40
O. 6 A41. vM 8Aa Con Ar o .
i
o F IM W&S".
Operation Description:
Type of Swint No of Animals
() Wcan to Feeder
Q Feeder to Finish 70¢o
o Farrow to Wean
n Farrow ,o Feeder
() Farrow to Finis
{} Gi.its
Q Boars
Type cf PouLtrf No of .nine's Tvpe of Ca:tfe ,Vo of Ana; -as
oLayer oDairy
o Puact_s ()Be;:(
Other Type of Livestock: Number of Animals:
:.
Expan&ng Operation•Oniv
Previous Design. Canaciry: ,4dditional Design capacity Toral'Desfgrf Capacity:
Acreage Available for Application: �4. _ Required Acreage: j.
Number of Lagoons!Storage Ponds: ] Total Capacity: ] 504 9 (p0 Cubic Feist (fO)
Are subsurface drains present on the farm: YES or J!� (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner/Manager Agreement
I(we) verify that ail the above information is correct and will be updated upon changing, I (we) understand the operation and maintenance
procedures established in the aaproved animal waste management plan for the farm named above and will implement there procedures. 1 (we)
know that any expansion to the eX2sting design capacity of the waste treatment and storage system or :.onst,.tction of new facilities will-ccuirL- a
new certification to be submitted to the Division of E nvironmertal Managcmcnt befare uhe ;ew animals are stocked, i fwc) umdersund that thr=
must be no dischar-e of animal waste from the storage or application system to surface waters of the state citf:e: directly through a man-made
converancc or horn a storm eve:tt less severe than - c :5-vear, ,-hour storm and wher c must not be r sn,.)ff from the appiication of animal
waste. I (we) understand :hat run-0ff of pollutants from lounging and heavy use areas must be minimized using tccar.ical surdards developed by
the Natural iicsources Conservation Sc vice. The approved plan will be ;tied at the farm, and at the office of the local SOIL and water
Consc.-:a[ion Dist=c;. 1 (we) know that modification must be approved by a technical specialist and submitt-..d to the Soil and Water Comae "•ation
District prior to imple-nen;ation. A change in land ownership requires wrfaen notircation :o DEM or a new certification tit :he approved plats is
changed) within 60 days of a titre transfer.
Name of Lan weer:
signature:
Name of y onager (if di>=ferent from o
Signature:
Date: 7/al 1!2!? -
Date:
ASVC -- August 1, 1997

.t eennicai -3peciaiist t_ert;i>iicarion
`j. As a technical specialist designated by the :North Carolina Soil and Water Conservation Commission pursuant to IS.z
NCAC 6F .00G5, I e iF,.' that the ani=1 waste management system for the farm named above has an anirual waste .
management plan that meets or exc:.:�s standards and specifications of the Division of E:zviron mental Management (DEM) as
specified in ISA NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (;vRCS) andlor the North Carolina
Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and I5A NCAC 6F .0001-.0005. The followin,
elements are inc!uded in the plan as applicable. While each category designates a tac hnical specialist who may sign each.
certification (SD. SI. WZ?, RC,n the technical specialist should only certify pars for which thev are tj-- zmically competent.
II. Certification of Design
A) Collection. Storage, Treatment System
Check :he appropriate box
O Existins facility without retrofit (SD or WWP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
(y)I" \Newt exnanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not 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) (SF E
P TrAeH,D
A ;illation:
Date Work Completed. $ � !a -9 5
Address(Agency)
Phone No:
Signature:
Date: -7 _ '7 _ c? 8
B) Land Application Site (NVUP)
The plan provides for minimum separation (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Pant): C ypQ«S F.
lrclAcD SE c A trvc
Affiliation: ARCS Date Work Completed: 6 _23 -95
Address (Agency): 112Phone No: 9/D Z — 2-34 B
Signature: AmiEra,o B Date: !g 9 $
'�'tN�/�CAL S�iC�AC/ST
C) Runoff Controls from Exterinr Lots
Check she appropriate box
OK Facility without exterior lots (SD or WUP or RC)
Thus facility does not contain any exterior lots -
Facility with exte--or lots (RC)
Mechods to a-inirnize 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): HPWARP L 409.oN
Afaliation. 67Aggo l +moos,
Address (Agency): pz.8�x 56
Signature:
,G Date Work Completed: (� - !Z _ 95
Phone No.:
Date: G - f
AWC — Au;sst 1. 1997 2

D) Apolication and Handlini* Equipment
Gherc :he .4.nrc.Dr-cre bo.r
() , Exiscing or _xnandingg facility with txistirig waste acniication eauiomcnt (WUP or 1)
animal .waste application equipment specified in the plan has been either field calibrated or evaluated in accordat ce
with existing design chatas and rabies and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can --over the area required by the plan at rates not to exceed either the
specified hydraulic or nutrient loading rates, a sc edule for timing of application has been established: required buffers
can be maintained and calibration and adjustment guidance are contained as part of the plan).
(.1" New. exoanded. or existing facility without existing waste 3polication touiDment for sprav irrigation (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste tnaoage:tent plan: (proposed application equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading races: a schedule for timing of applications has
been established; required buffers can be maintained; :alibratlon.and adjustment ;uidance are contained as part of the
plan).
New.exvanded.or existing facility without existing waste apolication equioment for land snreadinz not using spray
irrigation. (WT.iP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed gpplication equipment can cover the area rewired by the pian at
rates not to exceed tither the specified hydraulic or nutrient loading rates; a schedule for timing of applicaions has
been established: required buffers cart be maintained; calibration and adjustment guidance are contained as part of the
plan).
Name of Technical Specialist {Pleas�Prit);:
fclfa
l
Affiliation: �; Q.G` V `':;r:
Date Work Completed: g t,
..
M
1 319
Address(Agency): 1 �i c :.'
Phone No:
Po.
9ld- z 1-1
Signature: cl:::': ;
�.......
'� •
Date: 7lzll9�j
E) Odor Control, Insect Contml, Mortalitv--M MS Mb ,and Emergency action Plan (SD,SI,W1t-P,RC,0r I)
The waste management plan for this facilitf'iticludes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortaility Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
bz:.n evaluated with respect to this site and Best Nfana,ement Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Manangement Plan and the Emergency .action Plan are compiete and can be implemented by this facility.
Name of Technical Specialist (Please Print):
11VU1'4XD L , A�'-c BS DN 7
Affiliation: G'.$RQoGLS 09-OT ..(eve.
Date Work Completed:
Address (Agency):�p d
, r d Phone No.: 9io �� ¢
Signature: ad.
Date: jaws /
Written Notice of -New ter Expanding Swine Farm
The following signartre blocs: is only to be used for new or expanding swine farms that begin construction after June
21. 1996. If the facility was built before June21, 1996, when was it constructed or last expanded [(w�
certify that Uwe) have attempted to contact by certified mail all adjoining property owriers and ail prope.ty uwTters
who own property lomced across a public road, street or highway from this new or expanding swine farm. The notice
was in compliance with the requiremerus of VCGS 106 30a. A copy of the notice and a Its-, of the proper :• owners
notified is attached.
Name of Land Owner:
au.a LD 00j?16E&4
Signature: Date: �vL 2 1 qQ
Name of vlanaaer (if different from owner).
Signature: Date:
AWC — August i, 1997

111. Certification of Installation
A) Cnlleition, Stnrs•_e, Treatment Installation
New. expanded or retrofitted facility (5I)
Animal waste storage and treatment structures such as but not limited to lagoons and ponds, have 0een insralled in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Nacre of Technical Specialist
(Plen's tiR'fAdt)
Affiliation: r,
-
�a �5s •a� r
�;•'O�fp,� ; Date Wort: Comple.ed: $[L01 9
Address (Agency): po
U Phone No.:
Signature:
` h s
Date:
t
B)_Land Application Site (NVUP) :
Check the appropriate box
() The cropping system is in place on all land as specified in the animal waste mana,emeat plan.
{?'� Conditional approval: all required land as specified in the plan is cleared for planting; the cropping System as
specified in the waste utilization plan has not been establiWd and the owner has committed to established the
vegetation as specified in the plan by 0, ,e 10.,ft #month/day/vear); the proposed cover crop is appropriate for
compliance with the waste utilization plan. d� I ap L7Ags A >r —1 r--2- '57M e.K t Rife.
() Also check this box if ippmpra[e
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 S pecialist (Please Print):
Affiliation: •s 3,Date Work Completed: 99
Address(Agency): Phone No.: 9/0 Z93
Signature: Date: Q9
This following signature block is only to be used when the box for conditional approval in M.B above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and if
appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Specialist within 15 calendar days following the date specifed in the conditional certification- I (we) realize that
failure to submit this verification is a violation of the waste managernent plan and will subject the (us) to an enforcement action
from DEVI.
--Name of Land Owner: ''olip peiDG
Signature: Date: 7 2 1 Q9
Name of Manger (iJf different from owneri
Signature: Date:
AWC — August 1, 1997 4

0 Runoff Controls frnm Exterior L+}ts (RC)
Facility with _zterior !ots
%Ietao+is to :ainiruz-a the ran off of Pollutants from [oua;Wg and heavy use areas have been installed as specified in
the plan.
For facilities without e--tterior lots. no certification is necessary. 111/9
Name of Technical Specialist (Please Print):
Affiliation: Date Wort Completed:
Address (Agency). Phone No.:
Signarure: Date: I
D) A plilication and HandliiR Equipment installation (WiJ`P or 1)
Check :he appropriate block
() AnimaI waste application and handling equipment specin"ad in the plan is on site and ready for use; calibration and
ded adjustment materials have been provito the owners and are contained as part of the plan.
(} Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the contract
agrees with the requirements of the plan; required buffers can be maintained, calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
Conditional approval: Animal waste application and handling equipment specified in the plan has been purchased
and will be on site and installed by yM,49r i 32 �„ o A {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 cropping
system contained in the plan; and calibration and ad,,�'u,,s,""eat guidance have been provided to the owners acd are
contained as part of the plan. � nQ 1 �ni^]ck �&- 5—ro e K t r14
Name of Technical Specialist (Please Print): Ale W
Affiliation:cARtz-Us Date Work Completed: A/1-4
Address(Agency):,00. Bex g5C k1.4,eS•aw. ru . 283Q8 Phone No.:
Signature: Date: 7 2-/ 99
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 subunit to OEM a verification of delivery and installation from a Technical Specialist
within 15 caleadar days followimg 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 DEti4.
Name of Land Owner:
N4 PRt (5F-
,Signature: t Date:
Name of Iylanager(if different from owne :
Signature: Date:
E) Odor Control, Insect Control and 14orality Management fSD.St.WUP.:ZC or!1
Methods- to control odors and insects as specified in the Plan have been installed and ar-2 operational. The mortality
management system as Specified) in the Plan has also bees installed and is operational.
dame of Technical Specialist (Please Print): GV,4eD
l
Affdiation:6 s DS, ._Lgc.
Date Wore Completed:
Address (Agency) .d. 4,ox .� 1At (f $
Phone No.:�43¢-
Signature:
Date:
AW C — Au; sst 1, 1997

U ITED STATES NATURAL FED. BLDG., RM. 108
DEP�,RTMENT RESOURCES 134 NORTH JOHN STREET
AGRICULTURE CONSERVATION GOLDSBORO, NC 27530
SERVICE 919-734-0961
SUBJECT: ENG - Lagoon Design
8-880 Finishing Swine
Ronald Pridgen Farm
Columbus County
TO: Donna Register
District Conservationist
Columbus County
DATE: July 7, 1998
FILE CODE: 210
Attached is a Technical Specialist Certification for the design of the
subject single stage waste treatment lagoon. This certification
covers only section II. A) of the current certification forms. Please
note that the lagoon design was approved on August 10, 1995 and that
the site evaluation was performed on May 24, 1995. As you are aware,
there have been many changes to our design standards as well new state
regulations since the original approval of the lagoon design.
Please send Mr. Pridgen this certification. Other Technical
Specialists will be responsible for certification of WUP,
Installation, Irrigation, etc. If I can provide any further
assistance, please let me know.
-�-rn_
Dear_ K. Sin am
Supervisory Civil Engineer
R

Technical Specialist Certification
1. .yi :tichniczi C:_.iign::ttd O.r L±,Z North Soli anti W Lr '7 1 -
:aC.. CUllaZ-::.f:U[i CilFll,?.l�iiUR LiSL:iE1C LO _
`L .-.0 6 .CCO . l C..^.:F % Cc aL [he :.naval .v'i c,- .il.^1=t.^•.t.^.0 is SCC F1 fur Lat form, abu e I2: s an animal :v,-aie
�{.^. n �`? ;. .T.CC'.:. or _. ;__•.Ss S=."d=cs ZIZ. i _ _.•,.;'•+,{1C„i!T r ,• S
z J � •� �� OE ?1t [�l i_.url OE ;_1•:7rul'i[ilC:1 I Ia[la__
[c;~_.I) 1.i ivC_::d_. ;n 15A �+CACr,-02i'r _,:c i'3rI.�^.-.`�-1:L.,1 Rt_CUCCj CjnSt.^zLLjOn •:G":ic! (N-RCS) and-I:r• t
C -Otiaa Suii znd 'Na{_r C.:r;<_t:-:aCi^n C� :,_ i�sic=.--cr,'�a 1_ t 't 1- and _ � , L:
_ ., {l[ to .1 C.-.0 __..�3;. f ,_i1L t=.. C.:C 5c .t,�C[7 ?
_•_ll-. i.Rt milcwing t:tMvL$ yra If :Liles :n L.e :Ian S =Cit. WI 1. -act a., {.a<:nnzi,! i--C • _, i _
_ _ . i 'z - � c...E-_ar: L�_i, ,. a :� _ nice! Saec iS[
• A MMY win cccl- _..:: r, iS �' _ :C. _ e {e_.. ai �i:� 7 l' ..:: �� - y•. _
_ :c:t:o u. L.r.. I). .... 5�e_. . [_s�cu.L aEL.•_; ce._.•. � ;or �.��:c.. _� .--
11. Cerizficarion of -Desi,; n
A) Collection. Storage_ Treatrnectc SvFLe'•i"1
:;;. L'uprcDrCCIG . 0.c
Z Et iszin, "al,ilicy w-ichogi --front (SD or
Storage Value LS adC L'_[e Cor CCC:..L:on CO^ iiI{' : iiUf„_'C c:IQ1Rii4. CiInSisienl -h '•<<Sit ut LizatiUR
i'L:2 SIiC'»tt.^.LS.
t`e'.v nmande,;- fir - ^;it*„� ac`ii(„ (SD)
is11.^1.11 -aSjU' --W v'3_e 3nd'pa4'Wnt Strucmrm. such as but not Hmited CO Cailet;-.un iy5it.^_:j. [agluo s al"d PurL?:.
have beenQCSIaaed :0 am::' or ::.e saLP l=s .'na �CC_.:StiC[i0[//la.
Name ofTecnrucal Specialist (-leyse : nc): ��ar. K . !3� r c ha iv,
__Dacv Warr Conoizc_t: 8 — !O — 57-'
�:eress (Agenc f): /-?'F-IV sa:� �7f. AZ W,. r,+� o , pro Wehcne NO.: 111-73I{-0 9�!
B) Land AnoIication Sire (W P)
l Ce pian ;rOvulds for Minim— sep=L;ors st2quaC-2 a lurk Of land for waiw udiizadurl: chcsea =Up is
Suitabie for wasa rE1.i_rmp- eat:-h!d=Uhc and uu-t=c 'ic ding r~fts.
Name of Technical Soeci�Iist
De.te Wort Coraptenad:
Sig rtacure: D1te:
C).RunoFt Controls from Exteijor Lots
C•rec:: the approprare box
i='ac:Iirf '.vichouc entenar ion (SD or WU :. RC)
T5A Ic:ii[v dGes au{ c.nLr:n any --=d :ar lots.
Fadiiiy tyit_rt exi.-::•or lots (RC)
`lCdiuds to minimize we ma aff of =Gi1Lt:. m ::....._ Mungipg and litavy use ar"t= i ave tet l de-silnets iC
aCYJrdaacC wirh cdctnic i =d=.rdi d-•relped{ ty 14 <r.�. -
Narne of Technical Saec alist (TeaSe PAT
Af = h un ncce Wadc Cornoie__ :
SignaEure: -MET

Cited States Natural Carus County (Whiteviile)Field Offic
+Cepartnent of Resources P.O_ Box 545
Z"k z_riculture Conservation whiteville, NC 28472
Service [phone]
(-
Ronald Pridgen
870 Lawrence Tedder Rd.
rihiteville, NC 28472
wear Mr. Pridgen,
July 24, 1998
Attached is a Technical Specialist Certification for the design of the
proposed lagoon in the Le_naon Cross Road Area. Please note letter from Dean
Bingham dated July 7, 1998.
Other Technical Specialist will be responsible for certification of the WDP,
Installation, Irrigation, etc. If I can be of further assistance, please
advise.
Sincerely,
Donna G_ Register
District Conservationist
Natural Resources Canservarion Service
an agency of the
Stares Cepartmen= of Agriculture.
AN __= aopnRTnrs� rVvrnvc'a

CARROLL'S FOODS, INC.
P.O. Drawer 856
WARSAW, NORTH CAROLINA 28398
June 13, 1995
Donna K. Gibson, District Conservationist
USDA -Natural Resources Conservation Service
112 West Smith Street
Whiteville, NC 28472-3312
Dear Donna,
Please find attached copies of Ronald Pridgen's waste Management
Plan for your review and design approval. If you have questions
regarding this plan, please give me or Mr. Pridgen a call.
Thank you and your staff for continuing to -provide this valuable
service to animal producers in your county.
Sincerely,
Howard L. Hobson, Resource ionist
Carroll's Foods, Inc.
cc: Peter Moss
Ronald Pridgen ��]-

CARROLL'S FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
Farm
Name or Number
7040 HEAD FINISHING
Farm Description
Location
COLUMBUS COUNTY
Company Farm
Contract Grower X

• TABLE OF CONTENTS
CONSTRUCTION INFORMATION
OWNER/CONTRACTOR INFORMATION
MEMORANDUM TO GROWER
CERTIFICATION FORM (NC ONLY)
SITE EVALUATION (IF APPLICABLE)
VICINITY MAP
ASCS TRACT MAP
SOILS MAP
SOIL INVESTIGATION WORKSHEET
WASTE TREATMENT PLAN
AGRI-WASTE MANAGEMENT INFORMATION (NC ONLY)
WASTE UTILIZATION PLAN
OPERATION AND MAINTENANCE PLAN
CONSTRUCTION SPECIFICATIONS FOR LAGOON
SEEDING PLAN (FARM SITE)
COMPUTER DRAWING OF EXISTING GROUND
EXISTING ELEVATIONS
LAGOON CROSS SECTION DIAGRAM
COMPUTER DRAWING OF PROPOSED LAGOON & BUILDING PAD
SITE BALANCE REPORT
COMPUTER DRAWING - ALL DATA PROPOSED
COMPUTER DRAWING - CONTOUR LINES
COMPUTER DRAWING - SLOPING LINES
COMPUTER DRAWING - BLOW-UP OF LAGOON OR BUILDING CORNER
BUILDING PAD ELEVATIONS
COMPUTER CROSS SECTION - EXISTING -PROPOSED -BALANCED
FACILITY OVERLAID ON EXISTING TOPO MAP

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CAR ROLL'S FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
IMPORTANT INFORMATION
ABOUT LAGOON CONSTRUCTION
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER
DATA: (SEE CONTENTS OF PLAN FOR MORE INFORMATION)
EXCAVATION 39382--- cubic yards
FILL (pad & dike) 39382-�- cubic yards
TOP SOIL (minimum 3" thick) 486--- cubic yards
CLAY LINER (represents a complete liner) 10753--- cubic yards
Constructed top of dam must include a minimum of 5$f settlement -
EXAMPLE: 10 feet high dam will require 5%-, of 10 feet or 0.5 feet
fill above planned top of dam.
Clay content, thickness and compaction of liners (if required) are
very important. If the certifying technical specialist is unable
to approve the liner with normal field techniques, an independent
engineering analysis will be required (see CONSTRUCTION
SPECIFICATIONS for additional information). If an independent
engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications.
The lagoon dike must be seeded according to specifications before
the system can be certified and stocked with animals. (Consult
with your NRCS Conservationist regarding mulching)

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

CARROLUS FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
MEMORANDUM
TO: All Prospective Contract Growers
FROM: Don Butler, Real Estate Manager
Howard Hobson, Resource Conservationist
RE: Legal requirements for swine growers in
North Carolina and how they relate to you
The facility design and waste management plan attached is of the utmost importance to
you and to Carroll's. This plan must be approved by a technical specialist with USDA -
Natural Resources Conservation Service prior to construction start. The lagoon must
be constructed exactly as designed unless changes are approved by the original designer
and NRCS personnel. The approved plan needs to become a part of your permanent
records and must be readily available for review if and when your faun is inspected by
state regulatory personnel.
When earthwork and lagoon construction is complete and the top of the dike and
outside slopes of the lagoon have been graded, seeded, and fertilized ft must pass a final
inspection by NRCS personnel in order for your farm to be certified ready to stock
animals. At the time of final construction approval, the owner and the person certifying
construction must sign a document called "Certification for New or Expanded Animal
Feedlots" (a blank of this form is enclosed in your package) and this form must be sent
to the Department of Environmental Health and Natural Resources in Raleigh. Copies
of the signed document should be kept in your permanent file, one copy goes to NRCS
for their file, and a copy must be presented to Carroll's Foods before any animals can
be placed on your farm. The owner is responsible for the Certification being completed
and sent to the appropriate places. Remember, NO CERTIFICATION -- NO ANIMALS.
If you have any questions about the above information, please contact one of
us by calling 9I0-293-3434, extension 246.

UNITED STATES SOIL COM.N
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL
INFORMATION �� ,c_ �d. ,4�,r,e
NAM
15� — -------
LOCATION-
CQoy1.�!C--2Ff77 ------ 7 ^11. Wes iF ,vG ¢/o _ rsMy
TELEPHONE-- G 2 �c 20- - ----- SIZE OPERATION-ZQ4°-7'�. -Z�G
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER -
IS SITE WITHIN 100 YEAR FLOOD PLAIN? YES----- NO-y-
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT FROM A "BLUE LINE"
PERENNIAL STREAM? YES-- y- NO ----
If no, site must be relocated
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES----- NO--`�-
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior to
design approval.
(Copies of maps or other reference materials may be
attached to site evaluation.)
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND? YES '-y NO ----
If yes, producer must complete a Form AD-1026.
DOES NON WETLAND NEED TO BE MEASURED BY REGISTERED
SUYRVEYOR PRIOR TO APPROVING WASTE
UTILIZATION PLAN? YES ----
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO -
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERSNAND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD--1026 and CPA-026 should be attached to
site evaluation.)

OTHER ENVIRONMENTAL FACTORS
ARE ENDANGERED AND/OR THREATENED SPECIES
PRESENT? YES---- NO-�-
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO -
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO -
ARE THERE PRIME, UNIQUE, OR LOCALLY IMPORTANT PRMLANDS
IN THE OPERATING UNIT? YES----- NO ----
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO-J-"-
If yes to any of these questions, complete form NC-CPA-16
and attach to site evaluation.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER...........
........PREDOMINANT WIND DIRECTION? YES---`� NO ----
........POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU.FT. UPWARDS TO
3 CU. FT./LB. OF ANIMAL? YES---- NO--`—
........PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 112 OF THE
CAPACITY? YES-- All,
NO----
........USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES- -� NO----
WASTEMANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES---r NO ----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO ----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES----- NO ----
(Attach soil investigation sheet to site evaluation.)
SOIL INVESTIGATION -- VALID ONLY SOIL INVESTIGATION SHEET
ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES- L`�- NO------
ISA CLAY LINER REQUIRED? YES---� - NO------
IFYES, IS CLAY AVAILABLE ONSITE? YES----`� - NO ------
QUESTIONABLE ---------
IS A CORE TRENCH REQUIRED? YES------ NO--`= --
(Attach soil investigation sheet to site evaluation.)
ZZc✓

SITE APPROVED YES------ NO------ CONDITIONAL--------
COMMENTS-------------------------------------------------
---------------------------------------------------------
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE INVALIDATED.
SIGNATURE- ---� --- DATE------------

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3-_rtwt,-3aa U. S. DEPARTMENT OF AGRICULTURE
ih.. 5-70 SOIL CONSERVATION SERVICE..
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME DISTRICT
DATE -Y 3-9 COUNTY '?a.''l•,'. �
- S. t;. S. PHOTO SIIEB'T NO. • WORK UNIT
WATERSIIED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES TOND CLASS WORK UNIT CONSERVATIU:LIST
SKETCH OF PROPOSED POND SUOWING WIIERE BORINGS WERE MADE (Appra:..caIe Lr'-feed
Locos rwfam"cr Point +n ranter lIna of darer and td@"Hry on ,i,1cA.
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BORING NUMBER AND PROFILE
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BORINGS MADE BY SIGNATURE ee T1iZE
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TYPES OF MATERIAL ENCOUNTERED IN BORINGS
• (Use one of systems below) '
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW-Well graded grovels: gravel, sand mix—
g- gravel
GP -Poorly graded gravels
s - sand '
GM -Silty gravels: gravel -sand -silt mix
vfs-very fine sand
GC -Clayey grovels; gravel -send -clay mix
sl•sandy loam
SW -Well graded sands; sand -gravel mix
fsl-fine sandy loom
SP-Poorly graded sands.
I - loam
SM-Silty sand
gl- gravelly loom
SC -Clayey sands: sand -clay mixtures
si-silt -
5
ML-Silts; silty, v. fine sands; sandy or clayey silt
all -slit loam
CL-Clays of low to medium plasticity
cl-clay loam '
C11- Inorganic clays of high plasticity
sicir silty clay loam -
Mli -Elastic silts
scl -sandy clay loam
OL-Organic silts and silty clays, low plasticity
sic -silty clay
Oli-Organic clays, medium to high plasticity
c-clay
1. Suitable material for emb-D%, ant is available Lunzes D No (indicate wAere loeered on rho slekh vw
roodree side) / , •
�1-�•
• f ; n� a ` `E 7—i ? .�i . Gf r': S/1 H c e� !? .'J 1 o f r-
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REMARKS:
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2. Explain hazards In design A V
requirigg special attention (Sepws , m.r ro `f
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"j.E'a fCk Oil
GENERAL REMARKS: j
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25
1261
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28
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39
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SCS-CPA-= 1. Name and Address of Person > 2. Date of Request
.,ration Service (.lrule91) �[C' g w
.iGHLY ERODIBLE LAND AND WETLAND �ji ��/�Lv /f.�� �l�J County
CONSERVATION DETERMINATION
4. Name of USDA Aggincy or Person Requesting Dete ination 5. Farm No. and Tract No.
SECTION I - HIGHLY ERODIBLE LAND
6. Is soil survey now available for making a highly erodible land determination? Yes NO ❑
FIELD NO.(s)
TOTAL ACRES
7. Are there high!y erodible soil map units on this farm? Yes ❑ NmQ-
8. List highly erodible fields that according to ASCS records, were u produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
enrolled in a USDA set -aside or diversion program.
10. This Highly Erodible Land determination was completed in the: woe F
pTtr«jIrouII�a1-W 91
FIELD NO.(s)
TOTAL ACRES
11. Are there hydric soils on this farm? Yw-,F=A�No ❑
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
r
Wetlands may be farmed under natural conditions- Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
abandoned
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23. f985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions unless
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands (AW). Artificial wetlands includes irrigation4nduaed wetlands. These wetlands are not subjed
to the wetland conservation provisions_
15. Minimal Effect Wetlands (MM. These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal -effect determination was made.
16. Mitigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23,1985 and November 28, 1990.
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28, 1990, or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation (RSW). A restored wetland converted between December 23, 19a5 and
November 28, 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be In good faith and the
wetland has been restored.
21. Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28.1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted Wetland (CW+year). Wetlands converted after November 28, 1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road constriction.
24. Converted Wetand Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
25. The olanned alteration measures on wetlands in fields are considered
maintenance and are in comdianoe
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and i1
installed will cause the area to become a Converted Wetland (CW). See item 22 for information on CW+year.
27. The wetland determination was completed in the office 0 field was dellvered&2r malledU to the person on '
28. Remarks.
CYO ���7�7' � � � � d%�dJ✓� Lf>P_ �-� � -
29. 1 certify that the above determination is correct and adequate for use in determining 30. 7reS =D'Gortsem-a60o11n1iWst 31. Date
eligibilityfor USDA program benefits, and that wetland hydrology, hydric soils, andhydrophytic vegetation under normal circumstances east on all areas outlined as /� �`l `��
Wetlands. Farmed Wetlands. and Farmed Wrrlandt_Posaire, !�
Asshawatr and progronn of the 5oll Conswv tlon Scarce available I MX" regard to raoa, Nook& color, sair, aye, or handldp�
SCS Copy

, 7;lu �4-'

(June 911
DIBLE LAND AND WETLAND
ERVATION DETERMINATION
mac C . r''ud`�sr•'
Srgt. fir( 374
NC. a8117z-
?_ 4?- q1/
3. County
USDA Agency or Person Requesting Determination I
5. Farm No. and Tract No.
ieO 240 2- r'hk A
SECTION I - Nlnl4LV ERnniRLE LAND .�
. Is soil survey now available for making a highly erodible land determination? Yes [I No ❑
FIELD NO-(s)
TOTAL ACRES
ate_.
�-.�, ;;
:._ .�`.
7- Are there highly erodible soil map units on this farm? Yes ❑ No ❑
8. List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
enrolled in a USDA set -aside or diversion program.
10. This Highly Erodible Land determination was completed in the, Office Feld ❑
W`
;*Ist areN1lfs,'i:1jV_1Nal
FIELD NO.(s)
TOTAL ACRES
..,_ ,
�
11. Are there hydric soils on this farm? Ye,E No ❑
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (F►+v) or Farmed Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
J4
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23,1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions unless
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wedands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands (MM. These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal -effect determination was made.
16. Mitigation Wetlands (M1W). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23, 1985 and November 28, 1990.
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28, 1990, or the planting of an agricuttural commodity or forage crop.
18. Restoration without Violation (RSW). A restored wetland converted between December 23, 1985 and
November 28, 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPM. Wetlands which are converted for purposes other than to increase production,
where the wetiand values are being replaced at a second site.
ith 20. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faand the
wetland has been restored.
21. Converted Wetlands (CM- Wetlands converted after December 23, 1985 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted Welland (CW+year). Wetlands converted after November 28, 1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
25. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland (CM. See item 22 for information on CW+year.
27. The wetland determination was completed in the office ❑ field ® and was delivered❑ mailed(@ to the person on
21L Remarks. 1_ JI B J - - - -
Gcf = r,�J�a� ct�o
Nw
29. 1 certify that the above determination is correct and adequate for use in determining 30. Signature of SCS District Conservationist 31. Date
eligibility for USDA program benefits, and that wetland hydrology, hydric soils, and
hydrophyric vegetation under normal circumstances exist on all areas outlined as _ (�• / a!)
1V..1 , 4. C...�..r w.,f,._w. ,...A F��...ed iL..l....d. Pn...,r. I,,/L. _ fJU a L.. Ae` nt • ) f
programs of the Soil Conservation Service avalfs0ie WAIk d regard to tam, reefigAon, solar, sex, age,
SCS COPY.
C f2Ls

1
7-1
.
77
.� � /'I • � ! +C ' f '. •};i •rp', • ,..� it
,r 'a
a 1. J
17
Fir
dpI
Lj
C• 1• �I' rrIO�K�..
I�•�'A j r
r ;1 oil
N \ r

_JDIBLE LAND AND WETLAND
jERVATION DETERMINATION
if USDA Agency or Person Requesting DeterRuya
3 7 q of 3 County
NQ- a9;t72,
5. Farm No. and Tract No.
S 4 9,5 T-?;'-L/,4a6
SECTION 1- HIGHLY ERODIBLE LAND
6. Is soil survey now available for making a highly erodible land determination? Yes No ❑
FIELD NO.(s)
TOTAL ACRES
7. Are there highly erodible soil map units on this farm? Yes ❑ No ❑
8. List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985, and were not
enrolled in a USDA set -aside or diversion program.
10. This Highly Erodible Land determination was completed in the: ice Feld ❑
61*"1161Z1I M i=1I■-- IZtl]
FIELD NO.(s)
TOTAL ACRES
11. Are there hydric soils on this farm? Yes ❑ No ❑
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions uriless
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands (MM. These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal -effect determination was made.
16. Mitigation Wetlands (MIW). Wetlands an which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23,1986 and November 28, 1990.
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28. 1990, or the planting of an agricuttural commodity or forage crop.
18. Restoration without Violation (RSW). A restored wetland converted between December 23, 1985 and
November 28, 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted Wetland (CW+year). Wetlands converted after November 28, 1990. You will be ineligible for USDA
program benefits until this wettand is restored.
23. Converted Wetland Nan -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
25. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and if
installed wilt cause the area to become a Converted Welland (CW). See item 22 for information on CW+year.
27. The wetland determination was completed in the office ❑ fiekW and was delivered❑ mailed& to the person on 1�-.3 " 9s
28. Remarks. , q a /rn oAe-<A I /�
NW = Nall. �, �- C,[J � ,sue c AC Ae, of-gyt< 1 L4&s td'
29. 1 certify that the above determination is correct and adequatefar use in determining 30. Signature of SCS District Conservationist 31. Date
eligihiliryfor USDA program benefits, and that wetland hydrology, hydric soils, and
hydrnphytic vegetation under normal circumstances exist on all areas outlined as
Wetlands. Farmed Wetlands. and
Assistsnoe srrd programs of Me Salt CanswvOoe Service eve labb r Wmd regard to raw, r@1VkW% Color, sez, ape, or
SCS Copy

r `r CtE x�• r 1'kr%;�„• �' .� y:: r lnl Y'(^
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Operator:RONALD PRIDGEN County: COLUMBUS Date: 06/12/95
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
7040
head
(finishing
only)
x
135
lbs.
= 950400
lbs
0
sows
(farrow to
wean)
x
433
lbs.
= 0
lbs
0
head
(wean to feeder)
x
30
lbs.
= 0
lbs
Describe other :
0
Total Average Live Weight = 950400 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 950400 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 950400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet Ktn- MAcCUVOWD Arr- aW AWSS R6.Q09ST-
4. TOTAL DESIGNED VOLUME
Inside top length ( feet) ---------------------- 540 : gAY Diout4so is
Inside top width (feet)---------------------- 335
Top of dike elevation (feet)----------------- 51.3
Bottom of lagoon elevation (feet)------------ 40.3
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 3.0 534.0 329.0 10.0
AREA OF TOP
LENGTH * WIDTH =
534.0 329.0
AREA OF BOTTOM
LENGTH * WIDTH =
474.0 269.0
175686 (AREA OF TOP)
127506 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
504.0 299.0 602784 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
175686.0 602784.0 127506.0 1.7
Total Designed Volume Available = 1509960 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
540.0 335.0 180900.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 180900.0 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 = 950400 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1736064 gals. or 232094.1 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 = 4224.0 gallons/day
Volume = 101647.1 cubic feet
180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 105525.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 113062.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
232094
cubic
feet
5B.
101647
cubic
feet
5C.
105525
cubic
feet
5D.
113063
cubic
feet
TOTAL 552329 cubic feet
6. 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 length___________________________>
540.0
feet � AVLW RSA"
Inside top width=___________________________>
335.0
feet biC-ASi&LL
Top of dike elevation_______________________>
51.3
feet
Bottom of lagoon elevation__________________>
40.3
feet
Total required volume_______________________>
1502729
cu. ft.
Actual design volume________________________>
1509960
cu. ft.
Seasonal high watertable elevation (SHWT)===>
47.0
feet
Stop pumping elev.___________-----------------
47.1
feet
Must be > or = to the SHWT elev.====______>
47.0
feet
Must be > or = to min. req. treatment el.=>
46.3
feet
Required minimum treatment volume======_____>
950400
cu. ft.
Volume at stop pumping elevation=====_______>
970694
cu. ft.
Start pumping elev._________________________>
49.8
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
1396898
cu. ft.
Volume at start pumping elevation=====____==>
1419302
cu. ft.
Required volume to be pumped=====___________>
439266
cu. ft.
Actual volume planned to be pumped=====__=__>
448607
cu. ft.
Min. thickness of soil liner when required==>
1.6
feet
7. DESIGNED BY: 4mbLu& APPROVED BY:
DATE: (o117445
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: `T%-15 ' tAK ALLGuts 0.6 9A.L. W!!rZd_.W4TW— Au IMAk I bA4.

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 49.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 47.1 . This temporary
storage, less 25 yr- 24 hr storm, contains 439266 cubic feet or
3285711 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.
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.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
24.0 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:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300.0 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.

WASTE UTILIZATION PLAN
----------------------
Owners name--:RONALD PRIDGEN County:COLUMBUS
Mail Address-:WHITEVILLE
Type of production unit ---- :FEED -FIN
Number of animal units-----: 7040
Type of waste facility ----- :Anaerobic Lagoon
Temporary storage period---: 180 days
Method of application ------ :IRRIGATION
Amount of animal waste produced-----------------: 13376 tons/year
Amount of plant available N produced by animals-: 16192 lbs./year
Commercial N to apply on planned acreage--------: 0 lbs./year
Your animal waste utilization plan has been specifically
developed for your swine operation. The plan is based on the
soil types, crops to be grown, and method of application for
your particular operation. The waste must be land applied at a
specified rate to prevent pollution of surface and/or ground
water. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Soil incorporation
of waste will conserve nutrients and reduce odor problems.

Page 2
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Annual acreage
requirements may be more or less based on the waste analysis
report for your waste management facility.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract
Field
Soil
Crop
Yield
Lbs. N
Acres
Lbs. N
Month to
No.
No.
Type
Code
/Acre
/Unit
Used
Apply
1606
1
AuB
L
N/A
50.00
2.3
114
S-APRIL
1606
1
AuB
C
5.5
50.00
2.3
627
MAR-OCT
1606
2
NoA
L
N/A
50.00
2.3
115
S-APRIL
1606
2
NoA
C
6.1
50.00
2.3
701.5
MAR-OCT
1606
A3
NoA
L
N/A
50.00
2.3
115
S-APRIL
1606
A3
NoA
C
6.1
50.00
2.3
701.5
MAR-OCT
1606
B3
NoA
L
N/A
50.00
1.4
71.5
S-APRIL
1606
B3
NoA
C
6.1
50.00
1.4
436.15
MAR-OCT
1606
C3
Ly
L
N/A
50.00
0.9
45
S-APRIL
1606
C3
Ly
C
5.5
50.00
0.9
247.5
MAR-OCT
1606
4
Ly
L
N/A
50.00
2.5
126
S-APRIL
1606
4
Ly
C
5.5
50.00
2.5
693
MAR-OCT
1606
5
AuB
L
N/A
50.00
1.8
92
S-APRIL
1606
5
AuB
C
5.5
50.00
1.8
506
MAR-OCT
1606
6
BUB
L
N/A
50.00
1.5
73
S-APRIL
1606
6
BUB
C
5.5
50.00
1.5
401.5
MAR-OCT
1606
7
BUB
L
N/A
50.00
1.9
93.5
S-APRIL
1606
7
BUB
C
5.5
50.00
1.9
514.25
MAR-OCT
1606
8
Ra
L
N/A
50.00
2.0
101.5
S-APRIL
1606
8
Ra
C
4.5
50.00
2.0
456.75
MAR-OCT
1606
A9
BUB
L
N/A
50.00
2.4
120.5
S-APRIL
1606
A9
BUB
C
5.5
50.00
2.4
662.75
MAR-OCT
1606
B9
BuB
L
N/A
50.00
1.4
69
S-APRIL
1606
B9
BUB
C
5.5
50.00
1.4
379.5
MAR-OCT
1606
C9
BUB
L
N/A
50.00
2.0
100
S-APRIL
1606
C9
BUB
C
5.5
50.00
2.0
550
MAR-OCT
1606
10
BUB
L
N/A
50.00
4.2
209
S-APRIL
1606
10
BUB
C
5.5
50.00
4.2
1149.5
MAR-OCT
1606
11
BUB
L
N/A
50.00
4.3
214.5
S-APRIL
1606
11
BUB
C
5.5
50.00
4.3
1179.7
MAR-OCT
1606
12
BUB
L
N/A
50.00
1.2
58
S-APRIL
1606
12
BuB
C
5.5
50.00
1.2
319
MAR-OCT
1606
13
BUB
L
N/A
50.00
2.6
128.5
S-APRIL
1606
13
BuB
C
5.5
50.00
2.6
706.75
MAR-OCT
1606
A14
BUB
L
N/A
50.00
2.3
115
S-APRIL
1606
A14
BUB
C
5.5
50.00
2.3
632.5
MAR-OCT
1606
B14
BuB
L
N/A
50.00
1.9
95.5
S-APRIL
1606
B14
BUB
C
5.5
50.00
1.9
525.25
MAR-OCT
1606
C14
BUB
L
N/A
50.00
0.9
42.5
S-APRIL
1606
C14
BUB
C
5.5
50.00
0.9
233.75
MAR-OCT
1606
15
BUB
L
N/A
50.00
3.2
159
S-APRIL
1606
15
BUB
C
5.5
50.00
3.2
874.5
MAR-OCT
1606
16
BUB
L
N/A
50.00
4.3
217
S-APRIL
1606
16
BUB
C
5.5
50.00
4.3
1193.5
MAR-OCT
1606
17
BUB
L
N/A
50.00
2.3
113
S-APRIL
1606
17
BuB
C
5.5
50.00
2.3
621.5
MAR-OCT

Total 103.5 16901
Available Nitrogen (includes commercial) 16192
Surplus Or Deficit -709
Crop codes; Crop -unit
A=Barley-bu.
B=Bermudagrass(graze)-tans
C=Bermudagrass(hay)-tons
D=Corn(grain)-bu.
E=Corn(silage)-tons
F=Cotton-lbs. lint
G=Fescue(graze)-tons
H=Fescue(hay)-tons
T=Oats-bu.
J=Rye-bu.
K=Small grain(graze)-acre
L=Small grain(hay)-acre
M=Sorghum(grain)-cwt.
W=Wheat-bu.
Y=Fescue(pasture)-tons
Z=Bermudagrass(pasture)-tons
Page 3

if more commercial fertilizer is used than shown in this plan,
then additional acres of land may be needed. A three to fifteen
feet wide permanent grass filter strip should be seeded along all
ditches in fields that receive animal waste.
Additional comments:
Prepared by: '4,W L. / ,foN Title:'?Egr/.194FC. Date: � 8
Concurred in by: Date:
Pro uce '
I understand that I must own or have -access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rates that no runoff
occurs.
r
Dater
Pro uce
Technical Specialist: Date: g_%9S
(Copy to producer and copy to case file)

Mortality Management Nlethods
(check: which method(s) are being implemented)
J Burial three feet beneath the surface of the eround within 24 hours after
knowledge of the death. The burial trust be at least 300 feet from anv flowing
stream or public bodv of water.
Rendering at a rendering plant licensed under G.S. 106-16S. f
Comolete incineration
'J In the case of dead poultry only; placing in a disposal pit of a size and design
approved by the Department of Agriculture
.� Anv method which in the professional opinion of the State Veterinarian would
make possible 'the salvage of part of a dead animal's value without endangering
human or animal health'. (Written approval of the State Veterinarian must be
attached)
December 13. 1996

Insect Control Checklist for Animal Operations
Sou"CC — W Callsc — � _ II�MFs' Itr C lllll•O1 111sC1 Is — w -- ---- -�--Site Spccilic I'r'adiccS
---- ~. Liquid ,5�•slcnls - - - — - - - - - -- -
I iush UIittcl5 • Actumulaliun ul'sulids [lush system is designed grid uperalcd
sufliciclrlly lu relnovc accunlulaled solids Gonl
'11lICl's as designed.
u Itcnlove bridging of necunlulaled solids at
dischMr C
La1-11ulls and fits Cluslcd Solids O Maintain lagoons, settling basilrs anti pits where
pest brectlillg is aplialent to minimize [lie
crusting of solids In a depth of no more than G -
8 incites over inure than 30% of sm lace.
1:XC'C5SIVe Vcgclalivo Uecayini5 vcgcl;Minn CYMainlain vefctalive culNrul along bunks of
61 lagoons and other impoln dmenls to prevent
accuillohliun of decnying vebelntivc rrlaltcr
alunb wrMCl's edge on ill llmundnlcnl's perinlCICr.
Dry SyslCuls
l rrdcls Fecd Spillage ❑ Design, operate anti maintain feed systems (e.g.,
bunkers and troughs) to nlininlii.e the
accllmulalhill ofdccaying wastage.
0 Clean ill) spillage on n rouliuc basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
FcCd Storage Accumulations ul' fccd residues O Reduce moisture acculnulaliun within and
around illmlediale perimeter of fccd storage
areas by insuring drainage away from site
and/or providing ndequale contninmenl (erg.,
covered bin fur brewer's grain and similar high
ruoislum grain products),
Inspect for and remove or break ill) accumulated
solids in Iher strips around feed storage as
needed.
AMIC; - November 11, 1996, Page

tiuurt c <'ausc 13I111'., .,, (:uuU'ul 1115CCIS Silc 511ccilic Pracliccs
Animal I lulding Aicas • Accunmlalions ofanimal al wasles O kliminale low areas that ball nluis{ruc along
and feed Nvaslage 161ccs and other hlcaliolls wltcic wasle
accllnmlato and dislulhance by animals is
minimal,
n Maintain fence rows and liller shills itound
:ulilnal holding areas lu minimize
amullillaliolls of wisICS (i.e., ills11Ccl for 111111
rC11111vc Ill' break up accumulaled solids as
I1ccded).
I )I N1,I11IIC Handling M• _ Accl muktions oI alllnuil wasles ❑ Remove spillage oil it loulillc basis (c.g., 7 - 10
`:� slcnls day interval dill ing stwuncr; 15-30 dn)' inlcrvel
(1urilig winlcr) where malnnc is Inmled fill. kiln
a1111llcalion or disposal.
0 hovide lily adolimic drainage mound mamuc
�tockllilcs.
lmpcel for and remove or Urcak up acommlaled
wasles in 1111cr shills around stockpiles and
manure handling Areas as accdcd,
Fur Inure illfolnlatiml clmlacl IhC cimpewlive I-xICI1sioll Set vice, Depalltllcul ol'I nimiltdugy, Box 760, Nollll Carolilra Slalc Ul►ivelsily,
Raleigh, NC, 27695-7613,
An11C - November 11, 1990, Page 2

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ clip ¢96 -- /50-/
E-MERGENCY NIAINAGE-NIENT SYS=4 9//
sWeD Leo.6¢z-23+0
MRCS 4/0G4r2 —2-348
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that ,you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
I. Stop the release of wastes. Depending on the situation. this may or may not be
possible. Suggested responses to some possible problems are listed befow.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
e. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharsze.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems. houses. solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. ✓fake sure no siphon occurs.
d. Stop all flows in the house, flush systems. or solid separators.
Dz: ember l S. 1996

e. R_pair all leaks prior to resiamnu pumps.
E: Leakage from base or side,.Vall of laL�oon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Ding a small sump or ditch away from the embankment to catch all seepage.
put in a submersible pump. and pump back to lagoon.
b. if holes are caused by burrowing animals. trap or remote animals and fill
holes and comoact with a clay twee soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages
a. Did the waste reach anv surface waters''
b. Approximately how much was released and for what duration?
c. a nv damage noted. such as employee injury, fish kills. or property damage?
d. Did the spill leave the properry?
e. Does the spill have the potential to reach surface waters•?
f. Could a future rain event cause the spill to reach surface waters'
m. Are potable water :yells in danger (either on or off of the property)?
h. How much reached surface waters?
S: Contact appropriate agencies.
a. During normal business hours. call your DWQ {Division of Water Qualitvl
reviorial office: Phone - - . After hours. emergency number:
Your phone call should include: your name. facility, telephone number. the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill. weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number -
c. Instruct EyIS to contact local Health Department.
d. Contact CES. phone number - - , local SWCD office phone number
and local N-RCS office for advice!technical assistance phone number - -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to manimize off -site
damaae.
a_ Contractors Name:_ GARL Al/NSOM
b. Contractors Address:
c. Contractors Phone:
December IS. 1996

b: Contact the technical specialist who certified [tie lagoon (MRCS. Consulting__=
Engineer.etc.)
a. Name: Flo wart t7 . .4� BS oar
b. Phone: 9/0
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify' the darnaze. repair the system. and reassess the waste management plan to
keep problems with release of wastes from happening again.
Decernhc:• l5. 1996

11
Swipe Farm Waste Management Odor Control Checklist
Source cause Ill1'll's to Minimize Odor __ _ Sile 5liecilic 1'raclices
FalIllstead Swine p1miticliul► Gk Vegelative or wooded buffels;
C�IZCcnntnicuticd best managerllcrit practices;
G✓Uood judgment anal cnnu11011 sense
Animal burly sm flocs 0 Dilly mauura-covcrCd animals Q-11, Dry floors
flour surl,aces Wet Im-imli'c-covel ed 11(jols
i••lantrie collection hits 0 Uline;
• I'arlial microbial decomposition
Ventilation csliauSI Gans Volatile gases;
DUM
i•YSfoticd floors;
01 'Alaterers located over slolted Moors;
91 Feeders at Iligh end ursolid floors;
Scrape rlulnurC buildup front floors;
D"', Ulldel 11001" ventilation for drying
W Frequent marlm-c removal by flush, pit lecliaage,
or scrape;
R"O'Ullllcl'lluor vcntilalinu
Q/1'nn maintenance;
G3"I,fficienl air movement
f I1[I(1(II' Sul faces
I N151
f `! Waslldown be(weell groups of allllllalti;
GJ, F'Ced additives;
❑73 cedcl' Com-1;
GFeed delivery dM115110ut CxlCn[Icrs to FUCdCI'
covel's
lush lcull
Agil:+lion ofrccycic[I lagoon
Cl Mush look euvccs;
liquid while tanks me filling
M 1--mend fill lines to near boltom of links with
mili-Slllhoil VCIIIS
Flush alloys
& Agitatimi during waslewater
GK Underfloor Flush with underfloor venlilaliun
clinvey'lltce
l'il leell;Irge points
0 Agilatimi orrecycled lagoon
O Extend recharge lilies to near bottom of Ails
liquid while pals ale flllillg
wllll'In l-SiI1hIIII VCllls
Lirt slalions
• ngilitimi during sump bulk
O Sump lank covers
f I llhig and [frawdown
outside (11'aill colleclion
• Agitatioll d111'Ing wa51C%V:11C1'
❑ Box CIIvcl.s
OI' jInlclion boxes
cooveyalice
ANlt"1C - November 11, 1990, Page 3

— Source -
calise --
_ IINIPS UI Mininlize Odul. — 5ile Specific I'raclices-- —�
`Fnd or drainpipes al
0 Agilalion during lvas(ewalrr
I?xlcnd (1kchal-ge point Orpillcs urldclncalh
Ingooll
COHNIC)IMIC'C
Itllllid level
kiltooll sill Iaces
• V111atile ps Cl111ssiolls;
�.lagooll
C.y'Propel- l gwon ll[loid callacity, �T
• Illull)gICa111113111g;
[ Collect I190011 SImloll procedures;
• ALllaln)ii
f-1 11.1ill 1nloill sill 'race al ea-lo-voltlllic ralll);
fy Nlltlinillill agilatioll when plllllhlllr;;
n (\ICC11a1,ICal:lCrallUll;
Cl Proven biological additives
Irri,,alion sprinkler
• 11i1;1, plcssulC :lgitalion;
IriiUaiC on (by days wi111 IH11c ur lul wink;
114w;'Its
$ Wind ihil't
CJo,*"Nlill im+nn rcconlnlcndcd (rperating pressure;
I_Y 1'IIINp i11iAe near' kigooii Illhlld sill Iacc;
❑ 1'1111111 11U111 sec(111d•Slage lagooll
Stmage lank o1basil
• I'M li;ll 116C1'Oblal (ICCO1)11)OSIli011;
❑ 1lultuln or Illl(Itevei 10:1(ting; '
sill race
6 Mking while filling;
(73 T.ink covers;
• Atll;llt(ln Whl'll Cn11TlYlnl,
❑ Basin sill I'Ace Innis of Solids;
Proven biological additives ur oxidants
Sclllim'. basin sill face 0I':ulial nliclubial decoll)pusilion; 171 1-'xlelld drainpipe outlets undCrllcalh liquid
• Mixing while filling; level;
• AtOntioll wbel) cn)l)lyiug 171 Rclllove Scllled .Solids tegula ly
N,humic. slurry or sludge • Agilalioll lvllcu silleadilig; ❑ Soil ill.iedion orsturrylsludges;
spiCaller outlets . Vol stile gals Cllllssiolls Cl Wash I-Csidual maimic from Spruitler aner me;
Cl I'r111'C11 biological nddilivcs al' oridarlls
1.11luovele(I �,lailnrc,
• VolalilO bay Cl,liSsi011s while'
rl
Soil illjCCIi011 Orslllrly/slOdgCS
sherry or sludge oil field
drying
Cl
Soil incol'poration within 48 hrs.;
surfaces
Spread in thin tnliroiill layers for rapid dryiltg;
❑
I'roven biological ad(lilivcs or Oxidants
Dead a111111als
• Cal'cass decomposition
FJ71'1'OI)cl'
dlsposilioll urcal'casses
Dcad ;,ninllil disposal
Carcass decomposition
Cl
Conllllele covering or carcasses in burial Ilils;
Ails
❑
Proper Ioeatioll/c011sirt1CIi011 OrdISpO.SA pits
lncill'mtol's
• 111C(1111111CIC COMI)LISti011
❑
Secondwy slack lituners
ANIOC - November 11, 1996, Page '1

Source Cause 11A I's iniu►irc Odor Sile S1lecitic i'1•1cliccs
swilling walcr al auud • In111ro11cl dl ainagc; 0' QNMIC and L•lndscalle such 111M water drains
facilities • Mll'r(1bial. 1Icc011iposi11u11 of Away from IlIcilllics
organic matter
Maimi'e backed onto • Pumly nlailllarllcd access i'imds 1'aIIII access I'0.1d 11min(enat►ce
public roads 1130111 G11111
iicccss
Addiliomnl luforn alion :
Swine Manure Marlageinunl ; 0200 ItuldBIVII' Packet
swinc III Wiwiiorl Falnt Polculiai Odor Somces and Remedies ; IrI1'AI- Fact Sliccl
S11inc Production Facility Matime Management Pit Recharge - Lngnou'healn►cul ; EBAU 128-RR
Sl1'inc I'loduclion kiclfily Ivlauwc Maaagcn,cnt: Underfloor Flush - Lagoon TIcalnlclit ; FMA1i 129-88
Lagoon Design and Managelimit fm I.lvcslock Manure I maimcill and Storage ; I,IIAG 103-83
Calibration of Manme alld Wastewater A1111Ilcalion L(IUI1micut ; L13A1? Pact Shccl
Conlrolling Odors front Swinc I3►iildi irs ; I'II1-33
L:avironnlcntal Assurance 1'rogrnm ; NI'PC Manmal
Options fur Managing Odor ; a leporl from the Swine Odor Task Force
Nuisaoce Concerns in Animal N1a11ule Managen►enl: Odors and Flics ; PRO107, 1995 Conference Proceedings
AMOC - November 11. 1996, Page 5
Available Fitim :
NCSU, County Iixlcnsiou (.enter
NCSU - BAE
NCSU - BAI-'.
NCSU - DAE
NCSU - UAC
NCSU - 13AC
NCSU - Swine Extension
NC Ibrk Producers Assoc
NCSU Agri Co►nnuulicalinns
1,101 ill,1 Coollcralivc EXIC11sioll

Orientatii
49.
49.
48.
48.
47.
47.
46.
Lower Left
I 3D Flash Surface I
Existing
Project: RONALD PRIDQEN
Drawing: 8 EACH 880 FINISHING HOUSES
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
intion: 20.0
30 Flash Surface

Dawlight
I Plat of all data for the surface: I
Existing
Project: RONALD PRIDGEN
Drawing: 8 EACH 880 FINISHING HOUSES
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared bd: using Sitework
.70
.80

Swine Confinement
Building
Finished Floor Elev.
mp
Top Pad Elev. Si. Gcn
8" Pipe
Invert Elev..7
TYPICAL CROSS-SECTION
Single Stage Lagoon -Pit Recharge Design
cdL UndRoS County, NC
Total Design Storage Elev. sQ.zv
Invert Outlet Pipe Elev. 49,57
Stop Pump Elev
Bottom Elev.
50•�3
Support post
. Natoral Ground
I-G FT. -DESIGN MIN. CLAY LINER THICKNESS
areas of unsuitable material encountered during construction
of lagoon slopes and bottom will be excavated below grade (for
the minimum clay liner thickness), backfilled (with approved soil
material) & compacted (to clay liner construction specifications
in design)..... see soils investigation
47.r
W
lo.c)ft.
Settled Top Dam Elev
Add 5% Settlement
Constructed Top Dam
Ki 2
U
Core
Trenchco
Remove overburden material and
establish embankmenticore on firm
soil material.... see soils investigation
R. Horton, NRCS (2195)

Orientation: -46.0
64.
52.
60.
48.
46.
44.
42.
40.
Lower Left
Z Magnification: 17.3 Inclination: 20.0
30 Mesh Surface
Balanced
Project: RONALD PRIDGEN
Drawing: 8 EACH 880 FINISHING HOUSES
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
30 Mesh Surface

Orientation: 135.0 Z Magnification: 17.3 Inclination: 20.0
54.0
62.0
50.0
48.0
46.0
44.0
42.0
48.0
Upper Right
30 Mesh Surface
Balanced
Project: RONALD PRIDGEN
Drawing: 8 EACH 88e FINISHING HOUSES
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework
3D Mesh Surface

C6'T
MJOmegTS MUTsn tMq psaadmid
:JC19wTIs3
: jl6um0
:januTau3
:a4@O PTS
: UO T'4900-1
:,�egwnN
sasnOH ONIHSINIA 099 HOH3 9 ;5UTMOJ0
NaOCIdd 07dNOa :406rOJd
PBODUTeg
:aae}an■ 841 JOJ BOUT T 6urdOTs ey-4 JO IOTd
S
4 6 -Is
46 '1S
J
�
n
�
G
Tr?
it
r�
®
CG
o
0
0
0
vg is
1, oz z9a
O�.�S
I
fhT-T2lAq,!;Ql
o�•Y,S
O� IS

•
s1.1e
s1.1er3i.
as
Q
>
L
�
�
A
G;i .93
S 1. 97
1r1
51 93
5! 9
61.4a
I Plat of the sloping lines for the surface: I
Balanced
Project: RONALD PRIDGEN
Drawing: B EACH 880 FINISHING HOUSES
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
61. is
61.43

DaWlight
^7
m
ti......;...........
5� �
#g............................................................... ......-.......-............... --- ....................
..............................
:................................................
Plot of the contour data for the surface:
Balanced
Project: RONALD PRIDQEN
Drawing: 8 EACH 880 FINISHING HOUSES
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitawork
1.32
/ '.fi6NFi� wvy- 78 i�;D
�--- C, 3 a 'K d o x!.
FLL Fop VJAC1-%< `f

Fill shrink/swell percent: 30.00 Cut shrink/swell percent: 0.00
Iterating to balancing within 10.0 cubic yards...
delta
Cut
Fill
CUT - FILL
0.00
38246.80
41349.05
-3102.25
-0.21
39585.01
39030.47
554.54
-0.18
39381.74,'�c
39381.34
0.41
Lower "Proposed" by 0.18 feet.
New surface called "Balanced" has been created.
Project: RONALD PRIDGEN
Drawing: 8 EACH 880 FINISHING HOUSES
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
t ObLome DOV-5 NCr
AM ©JZAC-JT FtV- L-lNg2 , DRAv4AGri
1:40 A.9g , sn��.

DaWlight
I Plot of all data for the surface: I
Balanced j
Project: RONALD PRIDQEN
Drawing: 8 EACH 880 FINISHING HOUSES
Number:
Location:
Bid Data;
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
909
32

Dawlight
Plot of the sloping lines for the surface: I
Balanced
Project: RONALD PRIDQEN
Drawing: 8 EACH 880 FINISHING: HOUSES
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
909
32

Dawlight
iMe
32
RONALD FRIDGEN: 8 EACH 880 FINISHING HOUSES: Balanced 12 JUN 95 1:53 FM

64.60
52.00
ee. ee
48.00
46.00
44.ee
42.00
40.00
(343.26,47.21) <623.46> (343.13,670.66)
RONALD PRIDGEN: 8 EACH 889 FINISHING HOUSES 12 JUN 96 1:63 PM

r
A
\A�0S'�
�- t , k
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 118370.1 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
232094
cubic
feet
5B.
101647
cubic
feet
5C.
110479
cubic
feet
5D.
118370
cubic
feet
TOTAL 562590 cubic feet
6. 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 length= =========================>
549.6
feet
Inside top width==================== =======>
344.6
feet
Top of dike elevation=======================>
51.3
feet
Bottom of lagoon elevation==================>
38.7
feet
Total required volume=======================>
1512990
cu. ft.
Actual design volume========================>
1800284
cu. ft.
Seasonal high watertable elevation (SHWT)===>
47.0
feet
Stop pumping elev.==========_ -----------------
47.1
feet
Must be > or = to the SHWT elev.==========>
47.0
feet
Must be > or = to min. req. treatment el.=>
44.7
feet
Required minimum treatment volume===========>
950400
cu. ft.
Volume at stop pumping elevation============>
1234641
cu. ft.
Start pumping elev._________________________>
49.8
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
1681914
cu. ft.
Volume at start pumping elevation===========>
1705285
cu. ft.
Required volume to be pumped================>
444220
cu. ft.
Actual volume planned to be pumped==========>
470644
cu. ft.
Min. thickness of soil liner when required==>
meet
7. DESIGNED BY- _��_�-' APPROVED BY:
DATE: ('[fzjg5
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: a i ,3-s ��E� �?F�u 1-� U u e j' _
:�V-6m UbL . u/ jLi_1i�L _ I&
)6L Wja Lt rrer-, IS ;�o �u . �t _ 4S� �.� TaP 5a t
PST
Z� 3Z4 k b 7
�7

i#r 771.
!•� Liman
so
p _
' p
♦ .i O A
_{48.I • :.. • ..48.1�. 48.0 47.8 47.7 47.5483
. 5zfl47.9 .4 T. 47.8
:n
Asa
4.7.5 _ _ . 47-. 7.4 47.3
- 4nF .. - x 48.0 - - -• 48.0 �►: • 47.3 4 f '- 47.8 .
: sa J'
79 i
X 48.1 :..:. ".._ 48.4 - • 47.9 .. ..._ • 47.5►�S8 ♦ 47.1 47.4 - -% 47.8 • 47.7 -.. _ . ......... - _ .
CARROLL'S `FOODS
INC."
4T 8 47
- •-- - � `. .. CONTRACT .GROWER-
: sc .RONALD PRIDGEN g:
�%� DwKQsiDN - COt_EIMBUS COUNTY NORTH CAROLINJA
A%
51•�
51-60
j 61-60 1
51.6o
i F j
g.Go
A
51.60
sl.Go
<
4 8. 5
+ 45h
+
1! 7
3
4�11.9
g
•
47.2
O
,-;
41.2
'i
,x
48.5
• -49.2
4
J
- . .
4T.6
,
47.4
4 Z.1
r�1 93
Ilk
51.93
51.93 L�
I rj 1.�
51 93 1q
s+.93
51.°x3
V}
51.93
6-7-95
47.7 . 47.6
4-47-T ,' 472
48.4 47.9 -_* 47.0 -_47 5- y 47.5 .r 475� 47.4 • .•47.2
Fo R [.nA-o 1*t6/ uNLQADrwG- �nADLW- Utd[s14 Ny
Bm = 50.00
NAIL IN 4" PINE

1
1
t
CERTIFICATION
' IRRIGATION
DESIGN
FOR
t Ronald Pridgen
August 13, 1998
1
' I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
. ,.
to the best of my AknO ,n�V�!ief.
........
4 MMM 14
M. Floyd Adams, �. ; ; bate
' License No. 12273d�� :�N�1N• ��
YDeAP
1

r w r r Iilr lillr r lr r r r r r r lllr r liir liar r
IRRIGATION SYSTEM DESIGN PARAMETERS Date: 13-Aug-98
Land Owner/Oplamtor Name: Ronald Pridgen County: Columbus
Address: Rt. 5 Box 374
Whiteville, N.C.
Telephone: [phone]
TABLE 1 - Field Specifications (1 )
Field
Number (2)
Apptckmats
Modmum
Usable Size
of Field (3)
(Acres)
Soil Type
Slope
M
Crnp(s)
Ma)dmum
Appiioatim
Rate (4)
(in 1 hr)
Ma)dmum
Application
per Irrigation
Cycle (4)
(inches)
Real.Yeild
(Tons)
Comments
1
2.3
Au$
0-2
Small Grain / Bermudagrass
0.5
1.0
2
6.9
NoA I Ly
0-2
Small Grain I Bermudagrass
0.5
1.0
4
2.5
L
0.2
Small Grain / Bermudagrass
0.5
1,0
5 -
1.8
AuB
0-2
Small Grain I Bermuda -grass
0.5
1.0
6
1.5
BUB
0.2
Small Grain 1 Bermudagrass
05
1.0
7
1.9
BUB
0.2
Small Grain I Bermudagrass
0.5
1.0
8
7.8
Re I BUB
0-2
Small Grain I Bermudagrass
0.4
to
10
4.2
BUB
0-2
Small Grain / Bermudagrass
0.5
1.0
11
4.3
BUB
0-2
Small Grain / Bermudagrass
0.5
to
12
1.2
BuB
0-2
Small Grain 1 Bermudagrass
0.5
1.0
13
7.7
BUB
0.2
Small Grain / Bermudagrass
0.5
1.0
15
3.2
BUB
0-2
Small Grain I Bermudagrass
0.5
1.0
16
4.3
BUB
0-2
Small Grain / Bermudagrass
0.5
1.0
17
2.3
BuB
0-2
Small Grain I Bermudagrass
0.5
1.0
r
(1) Table to be completed In Its enilrely by Field Office personnel and forwarded to the irrigation system designer.
(2) See attached map provided by the Field Office for field location(s).
(3) Total field acreage minus required buffer areas.
(4) Refer to N.C. irrigation Guide, Field Office Technical Guide, Section I S G. Annual application must not exceed the agronomic rates for the soil and crop used,

r err r r �■■I �■r r r�r r r r r� r r■ rr rr r r
Date: 31-Jul-98
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model
and Type of Equipment Hobbs 10330 Reel, Nelson 150 Gun w11.18 & .86 Ring Nozzle, John Deere 4046D Engine w/ Rainbow Pump
Zones (2)
within
Fields (1)
Travel
Speed
(ft 1 min)
Application
Rate
(in / hr)
TRAVEL LANE
Wetted
Diameter
(feet)
Flow
Rate
(gpm)
EQUIPMENT
SETTINGS
Wetted
Acres
Comments
Na t6e
Diameter
(inches)
Operating
Pressure
Gun (psi)
Operating
Pressure
@ Reel (psi)
Arc
Pattern (3)
Effective
Width (ft)
Effective
Length (ft)
Hours per
Pull
1
4.64
0.45
256
388
1.7
340
260
1.18
80
119
270
2.28
2
4.64
0.45
240
418
1.8
340
260
1.18
80
119
270
2.30
3A
4.64
0.45
240
418
1.8
340
260
1.18
80
119
270
2.30
313
2.94
0.49
104
598
3.5
260
110
0.86
60
72
180
1.43
3C
2.94
0.49
104
378
2.3
260
110
0.86
60
72
180
0.90
4
4.64
0.45
256
428
1.8
340
260
1.18
80
119
270
2.52
5
.4.64
0.45
272
294
1.3
340 -_
260
1.18
80
119
270
1,84
6
4.64
0.45
272
234
1.1
340
260
1.18
80
119
270
1.46
7
4.64
0.45
256
318
1.4
340
260
1.18
80
119
270
1.87.
6
4.64
0.45
240
368
1.6
340
260
1.18
80
119
270
2.03
9A
4.64
0.45
240
438
1.8
340
260
1.18
80
119
270
2.41
9B
2.94
0.49
104
578
3.4
260
110
0.86
60
72
180
1.38
9C
2.94
0.49
104
838
4.9
260
110
0.86
60
72
180
2.00
10
4.64
0.45
240
758
3.0
340
260
1.18
80
119
270
4,18
11
4.64
0.45
240
778
3.1
340
260
1.18
80
119
270
4,29
12
4.64
0.45
256
198
1.0
340
260
1.18
80
119
270
1.16
13
4.64
0.45
256
438
1.8
340
260
1.18
80
119
270
2.57
14A
4.64
0.45
240
418
1.8
340
260
1.18
80
119
270
2.30
14B
2.94
0.49
104
798
4.6
260
110
0.86
60
72
180
1.91
14C
2.94
0.49
104
358
2.1
260
110
0.86
60
72
180
0.85
15
4.64
0.45
240
578
2.3
340
260
1.18
80
119
270
3.18
16
4.64
0.45
240
1788
3.1
340
260
1.18
80
119
270
4.34
17
2.94
0.49
140
1704
4.1
260
110
0.86
60
72
180
2,26
(1) See attached map provided by the Field Office for field location(s).
(2) Show separate entries for each hydrant location in each field. Each entry is a separate zone.
(3) Use the following abbreviations for various arc patbems: F (full circle), TO (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degree of are in degrees.
51.76 = Total Eff. Wetted
Acres

I� IIIII� lllll� r Illy Ir i� r �■■� r Illll� l� � Illlt Ilr I� Iilll� Illlll� l�
Date: 13-Aug-98
TABLE 4 - Irrigation System Specifications
Traveling
Irrigation Gun
Flow
Rate of Sprinkler (g m)
260
Max.
Operatin Pressure at Pump (ps
159
Design
Precipitation Rate (in/hr)
0.45 - 0.49
Hose
Length ft
965
Type
of Speed Compenstion
Mechanical
Pump
Type PTO, Engine, Electric)
Engine
Pump
Power (h
41
TABLE 5 - Thrust Block Specifications (1)
Designer maY provide thrust block details on separate sheet.
LOCATION
THRUST BLOCK AREA (sq. ft.)
2" line
3" line
4" line
6" line
90 Degree Bend
0.65
1.39
2.30
4.92
Dead End
0.46
0.98
1.60
3.48
Tee
0.46
0.96
1.60
3.48
45 De ree Bend
0.35
0.75
1.20
2.67
Ground Ent 2
0.86
1.81
.2.90
6.40
(1) See USDA -MRCS Field Office Technical Guide, Section IV, Practice Code 430-DD.
(2) It is recommended that Ground Entry blocking be approximately 25% to 33% more than
that required for 90 degree elbows.

r �r r rr � r r r r r r r r rr It■r rr r� r
13-Aug-98
IRRIGATION SYSTEM DESIGNER
Name: M. Floyd Adams
Company: M. Floyd Adams, P.E,
Address: P.O. Box 1098, Kenansville, NC 28349
Phone: 910 - 296 - 1170
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed Irrigaition system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer
areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA - NRCS standard for Irrigation Water Conveyance. N.C. Field Office Technical Guide,
Section IV, Practice Code 430 - ©D.
8. The Information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant
factors at a particular site and address them as appropriate.
9. Irrigation pipes should not be Installed In lagoon or storage pond embankments without the approval of the designer.
r
NOTE: A buffer strip of 76 feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and
surface waters per DEHNR - DEM Code section 15A NCAC 213.0200 - Waste Not Discharged to Surface Waters.

Ilillr rr r rr i�r r tlr illillr r Ilr I� r lr r rr r �I■A Ir r
13-Aug-98
Narrative of Irrigation System Operation
According to the data furnished by the Owner(s) and the affiliated companies the following is an overall description of the
the system include procedures of operation such as start-up, shut -down, winterization, and regular maintenance of the equipment.
This operation contains 8 buildings with a capacity of 7,040 animals.
The annual plant available nitrogen (PAN) produced by this operation will be 16,192 pounds.
This system is designed to effectively wet 51.8 acres of land. As usual, more land will be receiving water but is not counted
as total "wetted acres".
This system contains 5,600 LF of 6 inch PVC (SDR 21) with 17 hydrants.
There are 23 separate zones from these hydrants.
Care should be taken when starting the pump unit to allow all lines to fill slowly so as to allow the air to escape from
the lines. After this process, the motor rpm's should be slowly increased to obtain the desired system pressure. Failure to
allow the entrapped air to escape before increasing the motor speed may cause damage to the system.
Shut down procedures should be the reverse of start-up. The operator should slowly decrease the motor' speed to idle
and then shut it off.
All regular and seasonal maintenance should be performed according to manufacturer's recommendations.
Pumps and travelers should be drained prior to freezing temperatures.

IRRIGATION COMPUTATIONS FOR:
Ronald Pridgen
'
PRECIPITATION RATE:
PR =
Precipitation Rate
Q =
Flow Rate (gpm)
260
'
d =
Diameter of Spray (ft)
340
r =
Radius
170
'
FORMULA:
PR =
96.3 x Q 1 (3.1416 x
( 0.9
EXAMPLE
PR =
96.3 x 260 / (3.1416 x
(0.9
PR =
0.34 x 360 / u
1
PR
1
In / Hr. Arc u
0.34 360
0.38 320
'
0.45 270
0.68 180
0.91 135
'
TRAVEL SPEEDS:
Design
Depth = 0.50 inch
'
S =
Traveler Speed
Q =
Flow Rate (gpm) 260
d =
Application Depth (in) 0.5
'
w =
Lane Spacing (ft.) 240
1.605
Constant
FORMULA:
S=
1.605x Q /( d x w)
'
EXAMPLE
S =
1.605 x 260 1 ( 0.5
'
S =
3.48 360 1
x u
'
Speed
Arc M
3.48
360
3.91
320
4.64
270
6.96
180
9.27
135
2 r ) ) x 360 1 u
2
170 ) ) x 360 / u
x 360 1 u
x 24( ) x 360 1 U
13-Aug-98

13-Aug-98
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
TOTAL DYNAMIC HEAD
(CALCULATIONS)
Main
Traveler
Fl = Friction Loss
Q = Gallons per Minute
260
260
D = Pipe Size
6.00
3.00
L = Length of Line
5490
- 965
c = Pipe Coefficient
150
150
FORMULA: t, Es2 1.852 4.80"
FI = [0.2083 x (100 I c) x (Q I D ) x (Ul00)] x 0.433
EXAMPLES for Friction Loss: 1.852 1.852 48654
FI = [0.2083 x (1001 150 ) x ( 260 1 6 ) x ( 5490 1100)] x 0.433
FI = 11.35 Main Line
1.652 1.652 4.0656
FI = [0.2083 x (100/ 150 ) x ( 260 1 3 ) x ( 965 1100)] x 0.433
FI = 58.16 Traveler Hose
63 Incl 5 psi other losses
Total Dynamic Head for the Complete System:
Traveler Oper. Press =
Traveler Hose Loss =
Main Line Loss =
Elevation w/in Field =
Suction Lift =
Fitting Loss =
80 . psi (from Chart)
63 psi
11 psi
5 ft.
8 ft.
5 ft.
Total Dynamic Head = 162.142 psi
Head at Pump = 158.679 psi
2.31 Ft. of water per
Lb. of Press.

13-Aug-98
1
1
1
1
1
1
1
1
1
i
1
1
i
1
1
1
FORMULA:
EXAMPLE
BRAKE HORSEPOWER
(CALCULATIONS)
BHP = Brake Horse Power (hp)
Q = Flow (gpm)
TDH = Total Dynamic Head (ft)
EFF = Efficiency of Pump
260
374.55
60%
BHP = Q x TDH / ( 3960 x EFF )
BHP = 260 x 374.55 1 ( 3960 x
BHP = 41.0 HP
60% )

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
VELOCITY:
(CALCULATIONS)
Main Traveler
V = Velocity (ft/sec)
Q = Flow Rate (gpm) 260 260
D = Diam. of Pipe (in) 6.00 3.00
FORMULA:
2
V= Q x 0.408 I D
EXAMPLES
2
Main V = 260 x 0.408 1 6
V =
2.95
ft 1 sec
For a
2 "
Line,
V =
26.52
ft I sec
For a
3"
Line,
V=
11.79
ft I sec
For a
4"
Line,
V=
6.63
ft l sec
For a
6"
tine,
V=
2,95
ft l sec
13-Aug-98

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I
Greater control ... nlore accurate appFr�_alion of bout cle.ln mild
wasl�-v✓alter. Simpler to operate... the s;-�loolh ope:.'117011 CA the Six
a r.. ,.'I:ru.. eli!niral �•� -r, "�-�•��` - .,
s, c F
T
,r{, ,; Ills-,s while providing ,.it
7.
^',-,��rH"r� !
-for .nri ccuracy in con
/ 4
elll:tg ,rpplicalion rates.
no:ving and controlling
ou: application rates have
ecorlte cfuciai wastewater Six speed gearbox
lanagentent tools when
trying to adhere to ever increasing regulations. Each model is
vailable with the standard 5.5 HP Honda engine or the efficient
Petton Wheel slurry
turbine. The Pelton
Wheel turbine is the
a ideal drive system for
applying wastewater
or slurry from holding
areas such as tanks
t and/or lagoons. The
& f Pelton Wheel turbine
can be rttechanically
conlpen smed 10r
c
accurate applications
r p
or equipped with the
u optional Irrigation
Pellon Wheel slurry turbine Computer.
This improved design
my starts with the drive system. Other enhancements include:
' A constant pressure automatic braking system which
increases tension when the hose is being pulled out but reverts to
hier tension as the hose is being retrieved.
• A positive action lock down. When engaged, this simple
rake will lock the reel in place when shifting the gearbox to neutral,
as well as secure the reel for transport when desired.
• A miswind sensor. Should a miswind irregularity ever occur,
lhis sensor will 'ulEorntrl!C:Illy disengagr-• the drive, plch_�Clinq ih,;
Reel Rain from d magc:.
Large selection u1 models. _IIC;rI in r11f± l C:ale;nt;r
ilifi (}rope! syslu;irJl t:"akl mn(ielS
available In 23 llillE; ;;ni hose size (love plallofm conligulakons
speed range.
itlfaUir' t0 t � '1
feel per Irlinule,
you have the abil-
ity to control the
application rate.
With Reel Bain
Irrigation equip-
ment from
AMADAS
INDUSTRIES,
I ou and your
Dealer receive Reel Rain Model 1375
special attention from our fully equipped Service Department,
Each Service Technician is trained by the AMADAS staff enginee
who designed your Reel Rain. The 1000 Series offers only 5 of
• Q-4arery,ameia
• G614atilzed Fi
• :Galrfartized,G
• NleehaAl'cal H
• rediVean,W
•;'Mrs ivlii�,
many dependable models
of Reel Rain Travelers. As -
your Dealer to show you
olhei models lhal m+ghl
n1ee1 your needs. Reel
Rain Travelers are avail-
able in models which will
efficiently irrigate from 35 tc
400 acres per week.
Reel Rein
I
�rARlQATfON SYSTEMS I
Model
Number
,w
Hose Lengilt
r: Feet `
Hose 1.11).
Indies
Lane. Spacing;;
:1; '� Feet w
j;lVo, of Ades
F }Covered In,
r. One Pull''
Flow'Rate�H
r
t{G a':M )
One Pul, 'A
of;Water (His )', _ '
+� f t�etsora Gun
`.arid:Pressure
ur tie ;: as
u net Gas ;::.._
1025
850
2§
180 -�
tr 3.80':
: 16`l'�
�033' 10fi5 r':
SR100180PSI
1030 `
9fi5' ,.
_ 3:0
£ 240
r` . 5.84'
,1t31
' 260' ` 280,
"t 0 2`� 9 4 -
SR150180 PSI
1033 "'
850
r 3.3 '
;' 260
. 5.68 ;:.
3fiQ'' fr" 4f70:
'r; 7 i �� $ 4 f
�:8R150180 PSI
1325,
�:.f
'1250
} $.2
�,240: ';
° ;' 7,41
5 266 29Q
`.12. 11:6
�:SR150180 PSI
1375 '
M11t10.
i. ;3.6
X.
2t30r
='}r ' 7.78
;�
` 382-1 %;:. 4 6
' 9 2,x 8:4 `a #
PSI
,f'
;SR150/80
1100 Holland Rd. • P.O. Box 1833 - Suffolk, VA 23439-1833 1-1, IVI Z1 Lf III iP 1701 South Slappey Blvd. • P.O. Box 3687 • Albany, GA 3170E
Phone [phone] • Fax [phone] ° "" " Phone [phone] • Fax [phone]
' AMADAS 1NUUS7NfES' policy is one c: confinuous improvernent, and we reserve Ina right ro change specificarions, design or prices wimouf incuning obbgafiorl

BIG GUN° PERFORMANCE TABLES U.S. UNITS
100 SERIES BIG GUNS ---- 240 TRAJECTORY"
' 100 T TAPER BORE NOZZLES
P.S.I,
t 1'40
50
70
! $)ems'
i 90
110
Nezz,,
',5'
GPM DIA,
�47 + .S591,i
50 205'
60 225'
C4 235'
66 2n5'
76 265'
NOZZlo Nozzle
'.55" 6'
GPM DIA. GPM DIA,
57 .923..Wii663 7,13: i
64 215' 74 225'
12,=M2
75 2313' 85 250,
792 <8 �.. 9S' ?'.2b0 ?'
413 252I1DJ 270'
M`:2G8 I> 106`, +,2F0.
92 279 .. 111 290'
Nozzle
.65"
GPM DIA.
"S'13iZ8 222 '
87 235'
'-M-MEEM90
103 263'
71!)` 2(3�
117 283'
;;123 q� 293;?
129 3D3'
Nozzle
.7"
GPM DIA.
1"` :7 - -
100 245'
==ME
120 275'
t:i2� �65.
135 795
113a1 13!?S _'
150 315,
llozzlr
75'
GPM DIA.
$Zi 103}`k�"2.40;j;1;
115 256'
W=070 s
136 283'
t�IC� 1 295 js
15., i05'
�163-, G ��:ii$5;(�
171 324
Nozzle
8"
GPM DIA.
N,,,1J8"'' 250
130 265'
IEf-4 g0'B
155 295'
�iSG$£ '� � a?
I 17j 3t5'
�25 si
:95 335'
Nozzle
85"
GPM DIA,
'l . :25G,'„A
150 273'
maomomm
177 302'
o-.182'0. 3lCtt'
20t 320
1:212?t, ?336 �x
222 344.
NOTZIL'
.9"
GPM DIA,
205 - � '262La
$65 280'
mzmmm
197 310,
y219 w 325"s
2]3 335'
23511. y13451k�z289;'Le;-:3y,
2-,7 955' �_30•:
Nozzle
1.0"
GPM, DIA_
204 300,
MqMMDZ
243 338'
i<'2at1G7z 4:354
P. 362'
380'
'availa5te only wilh F100 8 SR10D
' 100 R RING NOZZLES
1
100 DIN DIFFUSER NOZZLES
FSIf
71 RING
— GPI? DIA
.77 RING
GPM DIA
61 RIr,G
GP:•. ou,
11611ING
I GPM DIA
BS RING
GPM OlA
.93 RL:G
GP:.: Dl,
CC RING
I GPA OtA
0,5 ON
GPM DIA
0.'_ DN
GPM OIA
0 7 UN,
GPM, Di,
GPllDDtr,
<30a
40
MM
60
u.t•��`3: _'y'�='"c...,iti.`r`L:�
s:i - :'+
frii5:`=k'.''s'�i^-`
�.a:�". v::_`.'�o'I
:s:S::'-..�—'��.
134 23c
7SDx2.5},T.S
•-�.•.'""=:f_z a�-„"i.Lu!
$52 242
7K16i26
!:v1�,.�s::r�tiiL'f
45 154
`'t:57.i:160iS1~
65 168
fL.a•e70i::174k�'�.::;�1300%r7B6_
91 te2
;is 196
66 208
78 212
9', 215
103 224
LM15st24i)M
110 235
�"'*wi2 �
. ;:�4'4'�1 =
81 235
ri. 22'.` y
96 246
i.. OO 230 `
1aD 2-5
- ..tZ .rn�'i?:7
4r'�y7 g 76M
Mi9k99M
110 200
s ue`"
141 216
125 260
141 270
164 275
183 280
—
— —
145 285
163 300
189 305
211 315
—
8o
'7
100
94 255
111 265
127 275
3_Gs265 �
r..
1 i 4__ 5
162 305
1Z -
182 320
272 325
236 335
105 270
124 260
let 295
"The diameter o1 throw Is approximately 3% less for the 21° trajectory angle, 6% less for 16`.
150 SERIES BIG GUNS - 240 TRAJECTORY"
' 150 T TAPER BORE NOZZLES
1
GPM Nozzle
..
Nozzle
Nozzle
DIA
Nozzle
GP I DIA.
Nozzle
GPM
�S`!.?ii'ir'•�.Fil�.rlr•+',ki7.ir1•
`.rl,rA'r
tt1:.`.15Fr•;f15^. w;rs•Lirr.Yx'„if"�resrism:�•sc��:k"��u'its;.-.a'if�rd�'a'btr,•iM.�.,11sr_,r,��x�.y�.;.r.:<��r�_.1,,:a�;:u�!•zrw+•rt1•I.•x�r:��-�ti:,::�.Kk-ta.•••--.s;:�:..=a:r17.;.wc►b3ar:.�a�t!•�.1;�
ir1P�
�DIA.'S
;R'rr•
�.y� �lri+11ii1F'�•P1
�¢.
`•.[:1.T7>
Y `l'f-r11
r
Yy:
i fiw. ..jY:
�.r+�Li' -
ltltrF'-. 1il
-' tt!?� 1.
_I.l' 1.•'��
•'�P<i'?,R; •:"A
l.t.
i'`
r-•d-I.Al!
�•
.;1Gi4},7�A'1':
+rh..Ki aSi1
•
Y°rif'fk/��a.'iti'tcY'rk'.:asrJ
9eCJfts'i'YxR' ? •�it:.•FY'
:t:'1
3#sr4.1.7.•.:sr.
<t -r.'},.!.:; {
;.S::.rk4ytixlrh�tr�kY.•at!:;.5
'.r
-:4..r�{irr7,• �•:c.6
tf+ -
r
r.
••
�. ,
r
•
.
isIF�
F:�FF�7x+!
`:t:4S{.ir4t;itiR.'tWJr9:iJf
i,"S.r: S{.{.7>w:<6?<�;�if,�r>1'ii
:.W3CC�YlE'-hb'�t:'bt:77#
- t'.:0:i�frb}�r?'x.-!t!:�Y;r.�1'1
#'�Ak +1'.t1tF'SC•.WsN1Y
4S"sAS�l.`�5::.?4:S:t.+N.s..Y'i
.::�1'.7w"75a3'leY:^k'�
' 150 R RING NOZZLES
PSI.
Ring
6"
GPt DIA,
Ring
97`
GPM DIA.
Ring
7.06"
GPM DIA.
Ring
L76"
GPM DIA.
Ring
1,261,
GPI'l DIA.
Ring
7.34"
GPM DIA,
114,g
I'zl"
GPM DIA.
�,;:50�•26S'
70
110
7iu29.
•128 280'
i1..e.,
143 280'
165 300'
r v r
--]65..-`•. 85," �'
182 300,
tj- .. s a 14
i2p$' . '`,300'
i
- '255",�i.� 0�.,
r,. -
,tom{�.,�'`.3A4'335:tt�/+.
330 350'
- :350;,%`�,•350.?:;s'�s
385 365'
225 315,
275 335'
ice° 54ti�
210 320'
,346,
315 360'
380 360'
445 395'
100
$43 300'
29C 360,
355 380, c
R425 400,
500 415'
105 320'
235 340'
385 400'
465 420'
545 435'
120
157 315'
204 335'
256 360,
320 380'
"The diameter of throw Is approximately 3% less for the 21" trajectory angle.
' 200 SERIES BIG GUNS -- 270 TRAJECTORY"
200 T TAPER BORE NOZZLES
1
PSI.
Nozzle
145'
GPM DUl
Nozzle
1.1'
GPM DIA.
Nozzle
1.2'
GPM DIA.
Nozzle
1$'
GPM DW
N=Ie
1.4'
GPM DUl
Nozzle
1S'
GPM DIA.
Nozzle
lb`
GPM DIA.
Naute
1,75'
GPM DIA.
Noula
19,
GPM DIA.
70
270 360'
1 310
380'
355
395'
415 410'
480
430'
555
450'
1i30
465'
M 495'
1 890
515'
90
310 390,
350
410'
405
425'
475 445'
545
465'
M
485'
715
505'
855 535'
10135
555'
110
346 410'
39D
430'
445
450'
525 470'
605
495'
695
515'
790
535'
945 565'
1110
590'
130
370 425'
425
445'
485
465'
SW 485'
655
515'
755
540'
1 SW
560'
1025 590'
1210
620'
1 200 R RING NOZZLES
PS1.
1 %- Rtrq
GPM �DI11.
((1 j{,• RI
fsPM IA.
1 Ih- Rlnp{�
CPM• DIA.
(11 %M.- Ring
(iPM D1actua11
1 %• Ring
GPM• a�I
( 1 W Ring
A M• �D�.
2" Ring
�PM3Y DIA.
60
250 340'
330 370'
385 390'
445 410,
515 425'
1 S85 440'
695 455'
60
290 370'
380 400'
445 420'
1 515 440'
590 455'
1 675 470'
805 490'
100
325 390'
425 425'
5W 445'
1 675 465'
660 480'
1 755 500'
900 520'
120
355 410'
405 445'
545 465'
630 485'
725 500'
825 520'
985 545'
"The diameter of throw Is approximately 2% less for the 24° trajectory angle, 5% less for the 21• trajectory angle.
' The ING GUNO Podormance data has been obtained under Ideal lest condllion$ and may be adversely elected by wind, poor hydraulic entrance conditions or other Iactors.
Nelson Irrigation Corporation makes no representation regarding droplet condil+on, un4ormily. or application rate.

MA4 9
w
fi

El
1
Features and Benefits
Rugged one-piece cast-iron block
• Gcrlr:rrrusint_�rn.III•;r.i.Il)in{;proviri,;5aurtJyrwl{;nict',tluclulc
• - h::f1r:,.11 ly�iu,rlrrllydfkv1I ':= IlIr;:ri;ir"
Replace-Jbl c IF'r:"-type cylinder liners
• �iu......;.C!-11rit; �le',:ii elis5iihailprl.
• •:{-�'. , ', �r l`,iUll 'l i:o,i jai; l�•",' �11;;1"�1:1`Ili_jII �Y�I,fl; r'�I i�,�
T-hrec-rin fo:'friction pistons
• _J�; iillall i%i c:::': JI LNi II;I LI III allo4' i':I.'- .'r.lu!I'' .' irl; i:ri l,.il r11 li)IiI
• ilt;r 'P5'',.uii. 10v-Irict'icn ring tJ _ 'n inueases 11)cl m,.
"i:C; (_<:SeS Oil (_OrlsurtI{)LiOn arid impro. es cold weaLller St,wLiIIg.
• ?lasi-ra c0 I0il ) on rings prevents scuiiinl) and provides loll{;t'_r Iifu.
Free -breathing cross -flow cylinder head
• Pi ovides unrestricted air flow for better operating el ficiency.
• lntegral intake manifold eliminates gaskets.
Contoured valves and valve seats
• Design reduces intake and exhaust air turbulence for better
breathing.
• Valve rotators ensure constant cleaning of each valve stem, face
and seat area for longer life and cooler operation.
• Valve stems chrome plated for long life.
• Induction hardened replaceable valve seats.
Forged steel dynamically balanced crankshaft
• Constructed of heat -treated high carbon steel for maximum
strength.
• Journal surfaces and fillets induction hardened for significantly
increased strer7 th. General Specifications
Forged steel con nectir:grods
• ':5 de,rec r:ultlteCtinf; rocflcap join: design allovvs use of lal{ilr
_Fair.shalt comicc0iia rod bear ing ic. increased durabilily
Fuel systern
• Features rotary injection pump wit': mechanical governor and
electric fuel shut-off solenoid.
• Cam -driven mechanical fuel supply pump.
• Edge -type fuel filters in 9.5 mm injectors effectively prevent noz-
zle plugging.
Optional auxiliary drive
• Rated at 50 hp (35 kW) intermittent.
• SAE A and B flanges available.
I.ngir,e f\loael ................
.... 401,51)
f�lsplccejl tint .............
t- (216 cLJ. m.)
Bore and Saokc ....
4.19 in. x 5.00 in. (1015 ilom x 127 ww)
Aspiration ......................
Naturally aspirated
Engine Type ....................
In -Lire 4 stroke cycle
Compression Ratio ..
I ........... . . ...... 17.8 to I
Length .........................
33.2 in. (844 mm)
Width ........................
. 20.4 in. (519 mm)
Height .........................
32.2 in. (818 mm)
Weight (dry) ......................
1043 lb. (474 kg)
DEERE POWER SYSTEMS GROUP
P.O.B.x5100
Waterloo, la. 50704
Tel: 13 :91 292-6060
Fax:(_i91292-5075
JOHN DEERESARAN
B.P, 1:
4540. FFleuryLesAubrais— France
Tel: (3:) 38 82 60 23
Fax: 1:3) 38 62 60 00
=-,E4L�75 LuTho,„ LI S A (HA 12)

' THRUSTBLQCKSa
Thm st Flocking prevents main line from moving when the pressure load is applied. In of-
'feet, lhc, lh;ust block transfers the Ioad frOM the pipe to a wider load bearing surface. Thrust
Nocks are required where fittings are used to change the direction (i.e., at ali ties, elbows, wyes,
;aps, valves, hydrants and reducers) of the pipeline. The thrust backing must be formed against
'a solid trench wall and these fitting areas must be excavated by hand because mechanical
equipment will damage the gearing surface of the trench wall.
The size and type of thrust block depends on pipe size, line pressure, type of fitting, degree
of bend and type of soil. In most cases, the size and type of thrust block v.ill be determined by
the engineer. Thrust block size may be calculated by the procedures shovrn.
STEP 1. Piuitiply the pipe pressure by the apf)ropriate value shovm in the following table to get pounds
thrust per psi working pressure.
Dead End 9D° 450 221/2 °
Pipe Line or Tee Elbow Elbow Elbow
1 1/2 " 2.94 4.16 2.25 1.15
2 " 4.56 6.45 3.50 1.78
21/2 " 6.65 9.40 5.10 2.60
3 " 9.80 13.9 7.51 3.82
31/2 " 12.8. 18.1 9.81 4.99
' 4 16.2 23.0 , 12.4 6.31
5 24.7 35.0 - 18.9 9.63 .
6 34.8 49.2.. 26.7 13.6
8 59.0 83.5 45.2 23.0 `
r. 10 91.5 130.0 70.0 35.8
12 129.0 182.0 98.5 50.3
ii
ITEP 2. Determine the bearing strength of the soil from the table below:
Soils and.Safe Bearing Loads Lbs._ Sq. Ft
Sound Shale 10,000-- -
Cemented Gravel and Sand
difficult to pick 4,000
Coarse and fine compact Sand 3,000
Medium Clay Can be spaded 2,000
' Soft Clay 1,000
Muck 0
tEP 3. Divide the total thrust obtained in Step 1 by the bearing strength th of the soil; this gives
the square feet of area needed:\,`;
artain Teed and Installation
ode 40-22.16H
I f75
2-15

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
AMA r
777
14`
F jot •e I Kamp 1 e of di f f e ren t a rra i gemen ts for thrust blocks.

1
1
1
1
H
I
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure.and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You s:-, _1'uld be aware that operating the system differently than assumed in the
desicn will after the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily. transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
Ll

MANUFACTURER'S CER` IFIC' ATION
PR200 PRI 603 PHI 25 and PRI 00 PVC PIPE
This Is fo certify fbe? fho products hersin referred to and man trlacturedbyIWORrHAMERICAN PIPE CORPORATION
meet or exceed rhn mqa raments of tho pedirwnr Standards and regulating agoncrvs as Ind catod:
MATERIALS —PVC; materials used in PR200, PR160, PR125, and PRI00 pipe, manufactured by
1 WORTH l,MERICAN PIPE CORPORATION, co;rjply with ASTtr Standard C -1 r 84 rand ore approved by National
Sanitation Foundation for patabie wvatcr use. Pipe is made from a virgin PVC compou ndwith a cell classification of
12.754-a thn e leb?ishot (HDE3) rating is 4,000 pis at 73. 'r. (:? °( Ttse Standard
' Thermoplastic Pipo Mairidal Ueskpnation Code 0) PVC 1 120_
Pf PE -- Physical dimensions and tolerances of PA200, PR160, PR125 and PR100 pipe, manufactured by
NORTH AIIEnICAN PIPC CORPORATION, are within the requirements of ASTM 5ta,ldard 112241, Product
Standard PS-22-70 and the National Sanitation Foundation Standard 14. Belled -end PR200, PR160, PAII25, and
PR100 pipe mad© forgasket Joints by NORTH AMERICAN PIPE CORPORATION, meets the above specifications
including ASTFA D-3139. White is the standard color wilt, blue optional.
CAS KCTS AND LU BRi CANTS Gaskets and Lubricants are cnmpatibte with the plastic
material in NORTH AME RICAN PIPE CORPORATION pipe and In combination with thertl'will not adversely affect
the pots bie qualities ai the water. Each gasket is factory Installed In bell -end pipe. Gaskets and joints meet all
requirements for performance as rgppacified in ASTM D-3139 and F477. All NORTH AMERI CAN FWPE CORPORA-
TION gaskets are factory Installed and have a steel reinforcing dng.. (Locket!-irij
' FInI NGS -- Gasketedfittings, supplied by NORTH AME=RICAN PEPE CORPORATION, meetthe require-
ments; of A$TM Standards, D-3139. Said finings are approved by the National Sanitation Foundation for potable
water and havb woddrig pressures of 200 PSI at 73.4-F unless otherWse noted.
MARKING —PR200, PA1= PRi 25, and PR 100 Rim are marked as prescribed In ASTM Standard
D-2241 i.e. nominal pipe uize, type of &,s is pipe material, pipe dimension ratio, pressure rating, AS VI spec1tk;a1ion
designation number, manufactureez name and code, and the Naflonal Sanitation Foundation seal for potable water.
I N P LAN t TE0�71. TY NG Per ASTM D-2241:
1. Pipeshall be homogeneous throughout and free from visible cracks, holes, foreign inclusions, and other defect.,,
2. Wall' Thickness, Ocrtslde Dlarneter, and Ovality - Once per hour. Method: ASTM U-2122.
3.. QUICK BURST - Every eight hours Method: ASTM [>A 699.
4- FLATTENING- Every eight hours Method: ASTNI 0-2241 6,5.
1 ; 55. IMPACT- Every eight hours. Method: -ASTM D-2444.
6. IrXi USION QUALITY - Every eight hours. Methpci: ASTM D-2152-
T. SUSTAINED PRESSURE - Twtae per yew. Method: ASTM D-159&
t
1

4- FL. X 4- MCL ALUMINUM-ADPT
4" CERAMIC" BUTTERFLY VALVE
4" SCH 80 ..PVC FLANGE
200 -CLASS PVC PIPE
NCH 80 4X4K4 PVC TEE- (SxS
Xs)
3 0
iv,�N, lNG
J. iv,
ANNING
.4x4x4x36--sc So
I 80
PVC -P\/�- RISER

twowe on
ON
.h
2" AIR RELIEF VALVE
4" FL X 40 MCL ALUMINUM ADDI i
4" CERAMIC., BUTTERFLY VALVE
4" SCH '80 PVC' FLANGE
2" SWEEP...
4" 200 CLASS PVC Pipe
-4x4 sch.'8.01 PVC 90- deg `ibow (SXS
"4-30--97 16, -MANNING
.x ' x. -x 3 s c h � U
�-F-N-D PVC RISL1

1
d
jl
Ll
1
!PS CLASSES '--- PVC GASKET PIPE
ASTM D-2241
(Quantity fiqu ed on 20 ft. lengths)
_ PR goo sn� ���
�- --
�Vrojr+a
I r Es:,nay ;- ?r.cn�a ;
S� A DiaRl[lter Wa,f f'ar FD;Ji 9imdlo rrvV1 fa.zil PFricC:i , N
.f7f5 1 rriG i25 12
109 1.000 76 12
f F-
3,x]
-�-�-
1,-`w
912
3DOCO
18,2�0
-
n"
8.G25
2E
12�28
392
7.840
.1131
2-175
14
4014
8"
8.625
.210
3_631
24
4"*124
2�42
4,W
is
2018
26
4020
15
2 15
10"
10.750
.282 _,..
5.759
12
12
144
2 60
12"
12.750
.310
8.134
8
13"
98
1 �
4
204
6
W
3
2�9
PR 126 (SDR 3Z
OUL de
Weight
PkKm
Bundift
Truckload.
S'EM
Dfaalater
WWI
Per i:oof
BUF4G
Tfiicidc8d .
PleOsx Footam
2"
2.$75
073
.348
288
12
5 10A
82, i 60
2%.,
2875
.088 --
.ra04
1116
12
_ m
44.640
3"
31506
.108
.757
125
12
T 1,500
30,000
4"
4.504
.130
1.246
76
19
912
18,240
B.,
G.cz
28
12023
M
7.844
.203
2.7W
14
4p14
4.514
24
4024
24-2
4,+340
18
2�18
c0
4�2A
1$
2qji5
10" I
10.7$0
-330
7.25
42
12
144
2,8w
12"
12.750
.3g�
10,102
a
605
88
1.980
204
6
566
8
203
PR 160
SDR 2f3
Outaido
Wargtrt.
pis=
B!Mes
Truckload
Size
D000 tf
Waft
Per Foal
9urwoe
Truddoel
ROOM
1 till.,
].
274
24
4,1;72
97
2375
.e111
.4?0
230
j2
108
1H0
$Yt"
2 o
_1110
1"
12
22W
44M
a"
3 500
.11�
AM
1
12
1
30 0w
4"
4.800
.173
1.549
75
12..
912
f SAM
8^
6.li fi
f f4
3ml
28
1200
392
7,840
14
ft14
f1"
8 6Zri
392
0.731
24
4424
W
4,04D
1a
9018
20
4@0
1S
2 5
10"
1 750
.413
8.840
12
12
144
12"
17.780
A84
.12AZi
8
8®B
98
1,860
4
264
B
0+�
tM AWW ftbA,Q afto Ap%M' b Cbm 3r5 emW br wen Thkknms and Per Feat

t
I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
LARGE DIAMETER IRON -PIPE STANDARD 0. D. PVC PIPE
* NAPGO is axpanding Its line of 1P3 aD. PVC pipes 6 Backed by NAPCO experience in large diamoter
to 14", 16", & 18". PVC supply lines. force mrAnr, irrigation systerna
* WAPGO PVC Preasure Pions ►vith pressure rating of a The deep be Its of the NAPCCi pipajoint with IoCkad-
200 PSI (SOR 21),160 PSf (SDA 26), 125 PSI (SDR in gaskets provide unmatched pedormary�e, provers
02.r' O.1:!v�z���
* N.S.F. listed compound and pipe for poiabie water
application; I PS CLASSES - PVC GASKET PIPE
ASTM D-2241
(Quantity figured on 20 Ft. lengths)
I.P.S. O.D. PVC PIPE
SDR 21
Size
Outside
Diameter
Wall
Weight
Per Foot
Feat Per
Suodia
Feet Per
Truckload
14"
14.000
.667
18,770
120'
1,440'
15"
16000
.762
24.838
1201, 80% 60% & 40'
i,200'
18"
18.000
.857
31.424
120', 80', 130'. & 40`
1,000'
SDR 25
Size
Outside
Diameter
Waft
Weight
Per Foot
Feet Per
Bundle
Feet Per
Truckload
14"
14.000
.538
15.315
1 N.
1,440'
16"
16.000
.615
20.248
120', 80', 60'. & 40'
1,0W,
1$"
18.000
.693
25.031
12i]', 80', 60', & 40'
1,000'
SDR 32.5
she
Outside
Diameter
Wall
Weight
Per Foot
Feat Per.
Bundle
Feet Per
Truckload
14"
14.000
.431
12.344
i20' ~
1,410'
16"
16.000
.402
18.336
120', 80', W. A 40'
1,000'
18"
18.000
M4
20A2
120', 80', 60', & 40-1
1,000'
SDR 41
size
0%fti ie
k3UMVI r
Wall,
Wftld
Per Foot
Feat Per
Bundle
Feet P
Truc".4
14"
14.000
.341
BJW
120'
1,440'
16"
18.000
,, .
13AM
120', 60', 60', & 40'
1,000'
18"
18.000
.439
1"10
120', 60', 60'. A 40'
1,0W'
Page a

-1i:rrt:r;:;,; Awl-ct:Jtr::',:1 PVC P"Jx ::llou,,d Ile x]d
t 'cr1 will] LITiin.-m and continuous support from firm
as In accordance with the installation proccdures provided
in AS7"1J 02321 .:tnd the Installation Guide for P11C }haler
he (z "Itoc};ct-sizccl- cclifion is availab)c Cram your
prescntarivc or from Diamond Plastics Corporation.)
]bcc'rncni 1nalcri::Jr :tr.c to be in iccord2ncc kv 01 soil
t551icarions listed under Unified Soil Classification
sier,;.:,S"1-1� D7.c37 .�nrl AST1� D7.��'F.
Osse""b1c. clean nalinc surfaces of [hc bcJJ, splgoe, and
kct. Apply gasl_eI iubrlcant (furnished by Diamond
P1.1511CS Corporation) to the entire spigoz end up to the
rcnc_ marl.. Also, apply lubricant to tltc contact Surface
1]c gaskCI,-
1 ' }t the pipe in' straight alignment, push the spigot into
tl bell up to the insertion line_ If a pry bar is used to
a y force, the pipe should be protccicd'by placing a board
bet%vccn the bar and the pipe.
Ifirmal.force.does not complete the joint, disasscmblc the
joint and examine the parts to make eertian they arc free of
ob ctions.. Visually inspect the completed joint- to insure
th asket has not'bccn dislodged,
PPR(JXiMATE (:GIOE FOR FSTIMATrD RAKGF OF DEGREE
r' cwTPA(.TIo:•+ vcnsus ESt6CD�s1=�-r CLASS allo �trTrrnD
OF P'LAC01LNT AS PF;R[E`T Or SrA.NDARn PROCTOR
OCNSITY OR RI LAM'r DENSM"
I -OR GRANULAR
1.1ATERFAtS IN PARrNTHESf5"
CIE.'; OF 61BEd.tr-NT I I It [It IV
StYn.(am.cQ
OESCAtri7ov CIW..Gr Sra ar.e Gr•a u..ad-Gra+. F_Cr -
}lavraael Swlr -r1ry, Sar. 5.,1,
QgyraY7�MAYT IOflIC1t M�< � � �{: � f•{{ I r'p
T.Awrr r I, (7s-Iml It�KR71 1 011-6wf7•Iro "�� I
.r ral+fr.a
0 raVk" 1 1a�47i1 00-" I dan 7�p
by {4fs f*41
la?lsl ea"
xwwe.= 1 r I ! "I
■a.-P 11-t I Iwa.-Wr 1 -1 1 I'll, I
Tab10 4, ors Cr=rno
1C1 t
RCA rt 17rrt
.plf- SOIL o!3('n rTlp� rIY -
cl.e.p -rn:
s•. rr,. I.I. Cl.a a,l rlC. Tio�
w.y
...K.w.f .•--+ ....,L'r. � .
....1 r.r..a .a -a. ram+.-• ...
C1... a t..r.-
01
w_ ��
(1. ..f...r•-• r.......a .. v .4••....-n a l ... n 1. w..
4C
Cl. try a.+-+•....e .1._. ... w. . n., !. K .-f ...J.. w. I. I:_. r
rl... ry s.—c. r-1C
I.�r...r ..Ma..... f.v •M .... A.. .. _ .i..., �, •.•-� 1 r—J I....
50.0 « 4n.. W'a r ..• ti �n ... .
Q.
rrvvrr.r .trr. .1 L+ «.w`. rrw .-.... rN, .L.,. w..1... ra.....•
CH
{r+y .wr r1ry, a`fa fsr•`•... la rlr,! L.+•J I...e r.•w+.qw c. r; 4.; ,.
- Cu._ V: s.r. 1. f7. (.NT w.[. ..Ma Y....1.� -6, rJ. a
tH al....r d.n .f r..+•�[ ..a.r. tc..�., C.r..l ..... r....a r,.. tiK �K ..
rt
S«h — .. A-r. 4 .I A5T14 D I rr7, r...T. Cti CL-1...,.,r .a.......c�.....� ru (1 :1: t
Arr){.O 1411, L'rr v.., SS f­, '.- t[1 .....
••• la K[M�.nca• �'.,J AiTM Q 2117. �7a �rN r {:'S rn..y 4 1[I .•.v IrY .. • AvJ.•. 1..,
rlur.0 r... aAr, a -,••�Y A.r.n+.wr rr( C7... [! A...1 CL• 111,- .
The ttaunching area is most important to [lie support of
PVC pipe. For good support, tic haunching area should be
compacted to the densities given in the Lang Term
Dcflccpon Chan.
Figure 2.
4n[MN.
y
.«erN
N1M...
r
Y •Y. J4 1.1 .r¢p...•�].L I�.CL' dr rnml r•rr]rf An'r. K .rJ rArprrn .
wJ ron.d..ln.on a.r rc.rH rr.url ,.r ,.+.I rwr .,,.I.....r •.•' ,ra.•.Jr r..1,,.rr .v r,
wn7 Io- u.lr. u-r ti.l.y a...-n .a7.,rl �>,I� rr .I,.r.v.. r....r ...f....r ...• .n+-..w

.Uf��lIU:D `DAVIS':and A�SS.0OGIA�;ES.
\..
Safe Filling Rates .For- 11ain1 ine Pi 17e
1t is very important when filling an empty or near empty mainline not to
exceed velocities of 0.5' to 1:0 feet per second. Filling a mainline'
faster- than 1.0 fps may not allow the air in the pipe to be properly
evacuated. Therefore the following chart indicates the approximate
maximum f-. 11 r-ate (GPNi) for- most PVC, AC and ductile iron pipe lines.
riornin� 1 Na?;',alum
Diameter-
Fi 1 1 Ra t'e-
'
Inches
(gpm)
2
11
21
l5
3
24
'
4
40
80 ..
'
8
150 :.. .
I 0 .
.250
'
.12
350
14
475
16
620
1,8 .
780
'
.2o"
980 "
24
14.00
Pump Stations should be selected that will
allow the fi 11 rate to be
adjusted accordingly.
The fill rate can be
in at a. 'rate of
one (1) gpm every. two
of 30
or three seconds.. This amounts to an ,average
minute during a refill operation.
1increase gpm every
I t is necessary to use
a "refill procedure"
anytime a mainline has
'drained down by 10%' of
its volume capacity.
1
1
1
1

t
11
i
--1J .. - -- �.. fit.+. 4-u+�fiT�i;-- _ :.�.'f: "•�Y:i4�::J:: ti«.'��`': i'...i[ .:�fr��'�r�.�.:-k �:.'.''�4-�_-',Li�U%
_}yam
RGURE 3: Coefflclerrt.of Flow
Plea C-Valuo
rCer-nent
d Stcci •100
uminum with cauhlers 120
Asbestos 140stic 150
As you can see, Phis formula is quite complicated. figure 11 is a chart showing pressure fdsses and
vefocifv for , riorr� i�in si, „ �1 Xfr:riau r n!Ior�a0P- (l�'O i-! : C1 . r"t for rfa '60 P\IC Sri {, C V_!ue
Ui 150).
EXAMPLE
Pipe = PVC (Class 160)
.Size,: 10"-
GPM - 1000•GPM
"Length of Mainline ::-- 1300'
From 'the chart, we find the PSI loss per 100' _ .21 x 1300' = 2.73 PSI over-1300'•of run
100
Head 2.73 x 2.31- = 6.28' of head over 1300' of run
Velocity.(V) 4.15 ftlsecond
' We can use the chart along with the conversion factors fist on Figure 4 to determine faction loss .
for steel, aluminum -and asbestos cement.
EXAMPLE -
Pipe = Steel
Size = TO
GPM = 1000 .
Length = 1300'
Friction loss in 1300' PVC- = 2.73 PSI 6.30' head
' Factor for steel x2.12. ' x 2.12
Friction loss for 1300' of steel = 5.78 PSI or 13.36' head-
' .'
Velocity M W 4.157sec. (same as PVC In previous example]
A RalnSird slide rule makes this determination very rapidly without'need.for calculation..
ter obtaining the friction loss per 100 foot of pipe and multiplying this by the:teet of pipe dfvid-
by 100; the total pipeline friction loss is known and can be used In'the total head determina-
tion as well as compared economically for proper pipe size,
' You may Incur Instances where either the chart In Figure 4 or the Rain Bird slide rule cannot
be used. It will then be necessary to calculate the friction loss and velocity. To do this, use the
fIrula lri Figure 5.
1 P-R

MAfNL.INE REQUIREMENTS'
The connecting link l)ei,,ccn the pump and the irrigation system is the mainline. Mainline rn ,er.iaj
'is normally ;reef, :!{rl111iflurir ti:ilfl Couplers, cement a_sbcslo:; or ply-stic. Sizes call fglige from 5" tc fig;,
.. lus. The foll(D"'Ang information rrlay be used as a guide. Please consult With manulaclurer for specific
design and installation information.
' Generally vrith cenler pivot, a water source at the pivot is most convenient. When water is una Waif
able at the pivot, a mainline pipe is often used to connect fhe pivot to (fie water supply. To avoid in-
tcrfererlce kith farm o{)cr<:,ions and drive unit crossing, the rllairiline is generafly buried,
The proper si7e of rlir IFlllrin IS a decision of economics. r.Vi1[?nC'1'C'f t `l V' Fear{}` COsi Of 0' 'f1rnC1 j�_ r,{- r
iJlf) 1iS aICciiI I I l a n illy ,;i i;i1v 1)111,;1 Jrrlr Cost fQi pullljJitiQ 'Ihroi gh tlle' next smajier {)I{JC alLe illell
one stlould use file srT,11fer size pipe. A good rule of thumb would be not to exceed a velocily of `'rater
in file pipe of five (5) feet per second. V%later velocity in feet per second in a pipe can be detern1i,,ed
by the fofiowino 'formula.-
' Mainline Water Velocity
V (0.408) (GPM)
1 DZ
here V -. velocity in feet per second, GPM gallons per minute; and D = inside diameter.of circular.
onduit in inches'.
Pipe thicknessor.class.should be selecfed'tohandle the highest pressures ii.kely to be.encountered'
ecause-of the variable pressure operation of.the corner system; th.e,mainline pipe should be designed
operate .at a pressure of 30-40. PSI greater than the -selected pivot pressure'. The selection -of flat
V-rlp curves will be helpful in reducing the pressure fluctuations '.with the cornier system.
FRICTION LOSS IN PIPE
1 . Vaster flowing in a pipeline is afways accompanied by a loss of pressure due to friction. The
degree or amount of- loss depends on -the smoothness of -the inside of the pipe walls, the
Cmeter of, the pipe,=the velocity, the. quantfty of -water flowing in the pipe..
Friction factors of pipe are determined by experiments. Every -type of material pipe is made
ft (steel, PVC, etc.) has different friction loss characteristics.
The Hazen and Williams formula is the ,basis for many friction loss ca-Icufations. Friction
I (F) is in units of "feet per 100 foot of pipe." Dividing by 231, friction loss is converted to
"Fl per 100. foot of pipe."
1.85-
' .2083 /100 j Q 1.85•
F_ C
p 4.8655
1where:
C' - friction factor for varioU4s'lpipes (Figure 3)
Q = GPM of flow
D. = pipe diameter in inches
F = feet of head per 100, foot of pipe
-r(ion Short Course 1976 'Coefficient of Flow
lob Mulliner
ri lion Consultant
a inns. Nebraska

.' r.a.tf•
-
�
Water Rammc r,
'
i C
A V n Q
W111Cr" fLirmlicr-
s�.
- 1,tCc,
2"
0.0262 5 0.131 59
350
0.0941 5 0.471 21 1
350
6"
0.2039 5 1.020 1,57
350
8"
0.3457 5 I.729 774
350
10'
1.')3i 5 2,6c]6 1,203
;50
'
12"
0.7556 5 3.778 1,693
350.
15"
1 .15f 7 5 5.773 2,596
350
'
whcrc:
P - Pressure Rise (PSI) above static prcssurc
'
V = Velocity (ftJsCc.
L Length ' -the
of pipe. ahca'd of valve causing
the hammer (ft.)
T = Timc rcquircd to close the valve -(sec.) '
I
•
P = 0.070 VUI'
P = 0.070. 5(1,000)/1
'
P 350 psi above: static p'rrssum
�'a>r•er Harllmcr vs. '�Telaci t�l
Size
A .o ft V ft/.scc. 0 cfs 0 FRdi Watcr FTarnmcr
6"
0.2039 1 0.2039 91
70
z 0.4078 183
140
3 0.'61 17 274
2I0
'
4 0.8,156 365.
280
5 1.0195 457
350
6 I.2234 548
420
7. 1.4273 639
490 t
'
8 1.6312 731
560
9 835I 822
630
10 �2.0'390 913
700
I

I�
Flume and Power Drive Requil-ellienES
1
Suction pipe shall be C" aluminum wish a '/z" hole strainer. A nlirlimtrtll of 5'
' suction flea hose shall be used betwcen the plipc and the inlet oil the pump. A
Dauer or cans loc lope fitting will be used to connect the suction to the inlet on
tl�c punlf�.
1
1
1
1

INTAKE STRAINERS
1
1
1
1
1
1
SFS6
Easily and quickly auachod to the end of the aluminum suction pipe by drilling
three holes in the tubing and inserting bolts. Made of aluminum castings and
perforated sheet aluminum, these strainers are light weight, yet sturdy and
durable. Heavy gauge sheet aluminum slide eliminates need for tub or pail
under strainer. This also permits sliding the suction pipe into and out of the
water. In some cases the slide may be turned over and used as a swirl
stopper,
For even larger screen sizes, see pages 7, 8, and 9.
OD
Part Tubing Weight Ratio of
No. Size Lbs. Open Area
S FS 2
2"
1,5
5.00
S FS3
3"
2.0
3.50
SFS4
4"
3.5
3.75
SFS5
5"
4.5
3.75
SFS6
6"
6.0
3.75
SFS8
8"
10.0
4.00
S FS 10
101,
15.0
4.50
SFSI2XL'
12"
55.0
6.75
"See page 9 for picture.
HORIZONTAL STRAINERS
The Horizontal Strainer is designed to lie near the bottom of a stream or pond.
Each cylindrical strainer has 1/4" holes and is fully perforated, thus allowing
the suction tube to be placed at any angle. Additional strainer sections can be
added to increase straining area.
These strainers can be ordered with any style SURE-FLO foot valve
attached. Solid aluminum curved sheets can also be ordered to fit over the
screen section which helps in the elimination of whirlpooling. These shoots
however, cut down the open area of the strainer screens.
--- - ---------
SFSH6 . NoiNo.
-4L"
SFSHV6
COMPLETE UNITS._
OD
Tubing Weight Ratio of
Size Lbs. Open Area
SFSH4 4"
24
37
SFSH6 6"
25
16
SFSH8 8"
26
9
SFSH10-DD-CP 10"
55
16
T
SFSHV4 effdh Foot 4"
30
37
1
SFSHV6 Valves) 6"
38
16
t •
SFSHV8 8"
42
9
SFSHV10-DD"" 10"
75
16
SFSHWI2-DD" 12" Comp. Flange
205
17
°")
"Tee with 10" companion flange.,
"See page 15 for details.

I
"00 FITTINGS GALVANIZE[]
SIZE PART NO
2" 311 B2
31 1B3
311 B;
5' 311135
6" 311BS
6' 31186F
1B
2" 312132
3" 312113
4' 312B4
5' 312B5
6- 312B6
6. 312BBF
80 312,B8
RUEVER�
304GS2
3" 304GB3
3%M 304GB35
4' 304GB4
5' 304GB5
� 304GB6
81 304GI38
2' W7132
3' 307133
3W 3071335
4- 307134
51 307B5
6. 307136
8.
307B8
300 HOSE CONNECTORS GALVANIZED 3
P M C E
$23.59
23.34
77
71 .23
103.89
107.09
150.87
RM
23.59
28.34
43.77
.71.23
103.89
107.09
150.87
M-=
10.54!
16.47
22.41
28.34
42.45
58.48
91.27
11.42
12.32
14.09.
16.77
18.25
.24.93
40.81 1
SIZE
PART NO.
PRICE
2"
309132
$9.05
309133
13.21
LMD
309635
16.02
4"
309B4
21,97
5'
309135
32.26
-f�
309136
35.34
81
309138
82.67
2'
310132
9.05
3'
310133
13-21
3%*
31OB35
16.02
4'
'310134
21.97
51
31 OB5
32.26
• 6-
310B6
35.34
8-
310138
82-67
T
305B2
1.'04
34
305B3
1.48
3%0
305B35
2.08
4'
30584
2.81
51
305B5
3.85
6'
30586
4.15
81
305BB
5.654
NOTE: *Rubber seating rings must be ordered
separately.-

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t4

IRRIGATION DESIGN
RONALD PRIDGEN
L
I) Z'irRUSI` 8 -
AND OTr z I OQUNO SrfAt r BE PRO
2) MAINLINIE E AIY 1 U'rrrCH R AT ALL BENM TEESaj� D� ENDS
3% 7II7' -D TO
V AT �`Sr FEET L Ell PVC PIJIRE R� � R 2f) giyIjSMALL
OWNER AND N PREP MEZASLUtr ARED BAD ON THE
aIr
* KN ANn � Y EMAP D E
T"E POWER AND MADE S ME ES ZONES 9A,u10 WILL DOWNER SHALL
SPRAY
UTABiE WILT MAVONS 6 APPROVAL. CONTACT
FOR CULTIVATION. HAS TO B LED AND COVERED
25' BUFFER
ZONE
d
„
It
3C
---- 25' BUFFER ON EACH SIDE OF DITCH
WOODS
z 3
CV 7 w
200'
Safi Isis
HOUSES
LAGOON
-------------
z
�z t
� t O O
Y4' --^ 240' ---57 240' -- 24{
SO- BUFFER
woocts
ti00' ZONE 17
I
ISO,
r �� yONE 1 fi
0 1� 240'
z ZONE 1 S15
I 240'
DITCHES T© ZONE 14A 8E REMOVEO 4.
r �
` 240'
O 4 o ZONE 13
240'-
240' /, a
ZONE 9C 2P0
LEGS,
i 4C ON
611 FVC AWN LVVE
THRUST g�C
DITCH ICVG
50, BUFFER
Ptepared by' Mark A
Certiried by.. M Fq e/M. F�0 d Ad
Date- �'-F10 d Aram. n S