670062_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 67-0062 Certificate Of Coverage Number: AWS670062
2. Facility Name: Double H Farms
3. Landowner's Name(same as on the Waste Management Plan): Joshua L nn Hardison
4. Landowner's Mailing Address: a0P O#AAIA L,AAAC
City: Richlands State: NC Zip: 28574
Telephone Number: 910-330-7187 Ext. E-mail:
5. Facility's Physical Address: 1117 GreKory Fork Rd
City: Richlands State: NC Zip: 28574
6. County where Facility is located: Onslow
7. Farm Manager's Name(if different from Landowner):
g. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): J C Howard Farms
10. Operator Name(OIC): Joshua L�nn Hardison Phone No.: 910-330-7187 OIC#: 994944
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 7,680
Overation Types:
Swine Cattle Dry Poultry Other Twes
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers
RECOVED/R1:LJEM19P
MAR 2 8 mg
waterauelity
Reniorlel ep atmi,rce se^ti2

ROY COOPER
Governor
MICHAEL S.REGAN �`• �- �
seemlory •�° ":
LINDA CULPEPPER NORTH CAROLINA
Director EnWronmenral Quality
February 27,2019
Joshua Lynn Hardison
Double H Farms
455 Franktown Rd
Richlands,NC 28574
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
ath1IPs:Hdeq.nc.gov/ab Ydivisions/water-resource /w to it -re ional-o erations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coverage under the State Non-Disch@We General Permits, you must submit an application for
Permit coverage to the Division Enclosed you will find a "Reuuest for Certificate of Coverage Facilim Currently Covered by an
Expiring State Non Discharge General Permit." The application form must be completed, signed and returned by April 3, 2019.
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan ICAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on age 2 Qf the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmin lton Regional Office,Water Quality Regional Operations Section
Onslow County Soil and Water Conservation District
AFOG Section Central Files-AWS67006
J C Howard Farm
;arolina Department of entet Quality I Division of Water Resources
Salisbury St.1 1636 h's. :. :a Center I Raleigh,North Carolina 27699-1636
k.: :i .-'Z,'�Qi]

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
LAGOON#1 Zg`�- J� / F�j'7 , 32.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist.containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application 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 to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation signature should be by a principal executive officer of the corporation):
Name: � V #UA 11h?D15W,' Title: tF}GGr /
Signature: _� Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2018
ortality .s.��{anagement Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
aBurial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
O Landfill at municipal solid waste facilit
13B .0200. Y permitted by NC DEQ under G5 15A NCAC
Rendering at a rendering plant licensed under G.S. 106-168.7
aComplete incineration according to 02 NCAC 52C .0102.
aA composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed o
additional requirements must be met and a permit is required from NC DEQ. ff-farm,
aIn the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture& Consumer Services (G.S. 106-549.70).
QAny 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 by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Far er/Manager
Date
Signature of echnical Sped st
Date

r
II
1
t
{
WASTE UTILIZATION PLAN
Plan Updated: July 31,2017
Reason: irrigation method changed
Producer: Josh Hardison
_�_..: tir
Farm Name: Double "H" Farms
455 Franktown Road f
Richlands, NC 28574
Telephone#: (91 O)330-7187
Type of Operation: 1
Wean to Feeder Swine j
Number of Animals: 7680 pigs design capacity
r
Application Method: Irrigation '
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where waste is to
be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be i
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all i
plant nutrients can be balanced for realistic yields of the crop to be grown, f
Several factors are important in implementing your waste utilization plan in order to maximize
i
the fertilizer value of the waste and to onsure 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
contents of the waste. Do not apply more nitrogen•than the crop can utilize. Soil types are s
important as they have different infiltration rates, leachingi
potentials, cation exchange a
capacities, and available water holding capacities. Normally, waste shall not be applied to land 1
eroding at greater than five (5)tons per acre per year. With special precautions,waste may d
applied to land eroding at up to 10 tons per acre per year. Do not apply waste s, saturated
$oils,when it is raining, or when the surface is frozen. These conditions may result s in runoff to
surface waters, which is not allowed under Division of Water Resources regulations.tNind
conditions should also be considered, so as to avoid drift and downwind odor probTo
lems. d
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 to bare ground not more than
prior to planting. Injecting the waste or disking will conserve nutrients and reduce odor 30 days 1
problems. This plan is based on waste application through irrigation for this is the manner that
you have chosen to apply e ?pp y your avast,. if you choose to inject the waste in the future,you need
to revise this plan. Nutrient levels for injecting waste and irrigating waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility.Acreage requirements should be based on the waste analysis report from y your waste management facility. Attached you will find information oa proper sampling
techniques, preparation,and transfer of waste samples to the lab for waste
utilization plan, if carried out, meets the requirements for compliance his 2H.0217
adopted by the Environmental Management Commission. with 15A Nanalysis. This
r
AiRQJEU4 UlNfi,
MAR 2 8 2019 1
fuiCP Quality
Repin"al onamtions seutVa

VOLUME OF LIQUID WASTE AND PAN PRODUCED PER YEAR:
(7680 pigs)(191 gal/pigs/year)= 1,466,880 gallons per year
(1,466,880 gal/yr)(2 lb PAN/1,000 gal)=2,934 lb PAN/yr
VOLUME OF SLUDGE, AND THE PAN IN SLUDGE, PRODUCED PER YEAR I
(7680)(6.7 gallpig/yr)= 51,456 gallons sludge per year
(51,456 gal sludge/yr)(10.2 lb PAN/1,000 gal)=525 lb PAN in sludge/yr =i
Information source: htt s:/'/content. es.ncsu.edu/use-of-on-farm-records-for-modif inc-a-
certified-animal-waste-man_aement-piar!
The following acreage will be needed for liquid animal waste(AW)application based on the 3
crop(s)to be grown, soil type, and surface application via center pivot.
TABLE 1: Waste Utilization Table for 2-year rotation
Pivot Crop AW Comm AW
1
Tract # Soil Code RYE PAN N Acres PAN lb Application
lb/acre lb/acre used Window** [`
M i r-f .� 5-s�,_ �+ LM a r - f - -u "..�'a�.� .�r ,,•L*-r T .r�i. n, s:.ay¢:x{ a�•r�."'..i'`�'w.;.i i.' F
3012 2 FoA, Ln SB* 22 isu 86 £0
11 A 946 Apr-Sept 15 `
4563 1 FoA, Ln Corn* 35 bu _77 20 21.5 165ti Mar-Jun
4563 1 FoA Ln Wheat* 84 bu 70 0 21.5 1505 Se t- Mar
Total Rounds of PAN that may be applied: 4106
_ Animal Waste PAN roduced: 2934
Commercial N ap fled: 430
Balance*** AW PAN +Comm --
N 41 06i 742 i
r r,it-
4563 1 FoA, Ln SB* 22 bu 86 0 21.5 1849 A r-Sept 15
3012 2 FoA,Ln Corn* 35 bu 77 20 91 847 Mar-Jun
3012 2 FoA, Ln Wheat* 84 bu 70 0 11 770 Sept-Mar
Total pounds of PAN that m_a be a lied: 3466
Animal Waste PAN produced: 2934
Commercial N applied: 220 1
Balance***SAW PAN +Comm_ N—3466 : -312
FoA: Foreston A
Ln. Leon Fine Sand
Leon is the more restrictive soil. The realistic yield expectation (RYE)and plant available 1
nitrogen (PAN)values are those for the Leon soil.
* Indicates a Crop Rotation
- bu: bushels
**Dates shown represent statewide limits. Planting and harvesting dates vary across the state
and from year to year. Actual values shall reflect site specific conditions and in no case allow
application more than either 30 days prior to planting/breaking dormancy or less than 30 days 1
before harvest.
i
---This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced. Any commercial fertilizer used needs to be included in the total PAN applied. f
i
2

NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 199,1), the Co,-4tal Zone Managennernt Act requires farmers in
some eastern counties of NC to have a nutrient management plan that addresses all nutrients.
This plan only addresses nitrogen,
Figure 1: Solis Map (old image, oniy use it for sail types)
f
i
i
i
4
i
3

I
I
Acres shown in Table 1 are considered to be the usable acres excluding required buffers,filter
strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full
application rates due to equipment limitations. See the wetted acres (WA)map in the Appendix,
which shows the fields to be used for the utilization of waste water, The irrigated acres were
determined for both center pivots on June 28, 2017. At that time, the outermost nozzle on Pivot
System#1 was clogged. The"as-is"measured wetted acres was 21.5. With the nozzle
cleared, the acres would be 22.0,
i
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary i
measures to prevent over application of nutrients or other elements. The production facility will
produce approximately 525 pounds of plant available nitrogen (PAN)per year in the sludge,
which will need to be removed on a periodic basis. The PAN was determined with the
expectation that the sludge would be broadcast applied. Please be aware that additional acres
of land,as well as special equipment, may be needed when this sludge is removed.
t
APPLICATION OF WASTE BY IRRIGATION ,
1
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content;
soil structure, soil texture,water droplet size,and organic solids.The application amount should r
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.
a
The facility is designed for 180 days of temporary storage, and the temporary storage must be A
removed on the average of once every 5.92 months. In no instance should the volume of waste
stored in the lagoon structure be within 1.58 feet of the top of the dike.
The lagoon liquid is to be applied by surface irrigation via two center pivot systems. The inside r
panel information about the two systems is shown in the Appendix as Figures 1 and 2. Mr.
Hardison indicated during the wetted acres determination that he operates the systems at the
100%timer setting,which delivers roughly 0.10"per event. This rate is well below both the soil
application rate of 0.50 in/hr and the maximum permitted application depth of 1-inch.
NARRATIVE OF OPERATION I
1
Mr. Josh Hardison purchased the facility in fall of 2010. In 2011, he requested a revision of the
WUP to utilize a corn, wheat,soybean rotation on field#1,tract 3012, pulls#1,#2,#3. All i
information was provided by the Soil&Water office of Onslow County, In 2012, NRCS
performed a wetland determination at the facility, as Mr.Hardison wanted to switch to using
center pivots for his irrigation. The determination was conducted by Mr. Richard Brooks, NRCS,
on September 9, 2012. The wetland determination map is shown in the Appendix as Figure 3.
Land was cleared for the installation of Pivot System#1. This updated plan incorporates the
information for the two center pivots.
4

PLANS &SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application.or direct discharge during operation or land application.
Any discharge of waste that reaches surface water is prohibited. Illegal discharges are
subject to assessment of civil penalties of$10,000 per day by the Division of Water
Resources for every day the discharge continues.
E
E
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the
producer does not own adequate land to properly dispose of waste, he shall provide NRCS
with a copy of a'written agreement with a landowner who is within a reasonable proximity,
allowing him/her the use of the land for waste application for the life expectancy of the .
production facility. It is the responsibility of the owner of the facility to secure an update of
the Waste utilization Plan when there is a change in the operation, increase in the number
of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management; unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System(RMS)or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to'Buffers"required by DEM. (See
FOTG Standard 393-Filter Strips and Standard 390 Interim Riparian Forest Buffers).
t
5. Odors can be reduced by injecting the waste or disking after waste application.Waste
should not be applied when there is danger of drift from the irrigation field.
E
6. When animal waste is to be applied to acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, °
the waste may be broadcast provided the application does not occur during a season prone
to flooding. (See"Weather and Climate in North Carolina"in the NRCS Technical j
Reference-Environment file for guidance.)
i
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate, such that runoff
does not occur offsite or to surface waters,and in a method which does not cause drift from I
the site during application. No ponding should occur, in order to control conditions r
conducive to odor or flies,and to provide uniformity of application.
t
8. Animal waste shall not be applied to saturated soils, during rainfall events,or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is '
not covered with waste to a depth that would inhibit growth.
1
i
5

10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste i
shall not be applied more than 30 days prior to planting of a crop on bare soil or breaking !
dormancy.
a
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:the
outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river(other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied i
closer than 25 feet to perennial waters. (See Standard 393-Filter Strips)
t
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those owned
by the landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,drainage ways, or wetlands by
discharge or by over-spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a"technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or l
drift from the site,
7
16. Domestic and industrial waste from washdown facilities,showers, toilets, sinks, etc.,shall
j
not be discharged Into the animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed areas I
(lagoon embankments, berms, pipe runs,etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation. I
Vegetation such as trees,shrubs,and other woody species,etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon
berms and structures should be inspected regularly for evidence of erosion, leakage or
discharge.
I
18. If animal production at the facility Is to be suspended or terminated,the owner is
responsible for obtaining and implementing a"closure plan"which will eliminate the
possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures,piping, pumps, reels, etc.,should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
6
I
I
I

- i
I
consumption, it should only be applied as a pre-emergence with no other applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of the I
temporary storage(pumping volume)of all waste treatment lagoons. Pumping shall be i
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22_ Waste shall be tested within 60 days of utilization and soil shall be tested at least once
every three years at crop sites where waste products are applied. Nitrogen shall be the
rate-determining element. Zinc and copper levels in the soils shall be monitored and
alternative crop sites shall be used when these metals approach excessive levels. The pH
shall be adjusted for optimum crop production and maintained. Soil and waste analysis
records shall be kept for five(5)years. Poultry dry waste application records shall be {
maintained for three(3)years.Waste application records for all other waste shall be
maintained for five (5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of r
Agriculture regulations.
i
24. All waste application equipment must be tested and calibrated at least once every two (2)
years. The results must be documented on forms provided by,or approved by, the Division
of Water Resources.
C
r
k
t

NAME OF FARM: Double"H" Farms
OWNER 1 MANAGER AGREEMENT
I(we)understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. [(we)know that any expansion to the existing design capacity of the
waste treatment and/or storage system or construction of new facilities will require a new
utilization plan and a new certification to be submitted to Division of Water Resources before
the new animals are stocked.
i
I(we)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. I
NAME OF FACILITY OWNER: Josh Hardison
SIGNATURE: DATE: g
NAME OF MANAGER(if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Diana Rashash
SIGNATURE: DATE: Ot 3 C) {—1
AFFILIATION: NC Cooperative Extension
ADDRESS(AGENCY): 4024 Richlands Hwy
Jacksonville,NC 28540
TELEPHONE: [phone]
EMAIL: diana [e-mail]
S

. I
' I
i
APPENDIX {
i
Figure 1: Pivot 1 design information, operated at 100% (0.095"application, 3:57 run-time)
I
lRolnkn Manuigc#urtng Co.Ina, i
tDf .q•Ro d P,©..flow lei}
'' ' �' -� ��� assets►,NBArse7sa a 3+1
6�10AE RIGHT r HAiN RAIN _
u�a i
i40213�5�735t Knv+.wrlk*xon t
0 74t?3TAia•?1111!D .
ra far s„5st i"� Ua I_ rp't-Lmw11w.
arm�tRv>au / l
UI>.DsSG t y suln rn��l 1 aFa o
FMrslaTo;dr9ln9ln►. qQa�?d H CinW �iilTefJei omryiiKY b647! ► Orhm4 uHa �7ySy9Rsed 7YDI
., 1 17 611 i
... ►-_ .. ..---� _..._,�«.-.- i Ln9 Cwn F1:A�IHe� aB71d4 SQ1.4 jlLj ,
O.SttF r: ;73 i.C;18 i.i 4
� � •fir��DHx.� _r _i� i�76 - i._
r�i_11{r�]t' ��ES .... ..
End Gun Tri Ad uatmenl; 914 irrCA sal llldcemw11ee11y ape��l�n110 7t larl a11he and of th a try
Figure 2: Pivot 2 design information, operated at 100% (0.110"application, 2:06 run-time)
i
_ 3
1�ratlo= Rpi aRr -
Pore+roi nmq?nmieing c31t1
:,r am.^.2Von r: ,rp._ ,t!!'s I
i
e
{1
7
7�
1
i
r
r
9
i
i
9

� i • 'i i—
�:.w..�-� _iti` •�,F �r�is ., �•�I� r .. _
- 7,r.
;3; r'rs•- � r
+u.<,. 4.
} pp, t,Y t IpS -=H69
'f3``.4,j' iI'}Yk.'V t �i..a4+,�'rv't� up.• 1
� � 'rf,� �f( �f.•°'R4n � .�6�' �-'of i ':
1

Realistic Yield Expectations for North Carolina Soils
Page 2 of 4
REALISTIC ESTIMATED
YIELD NITROGEN NITROGEN PHOSPORHUS
CROP 1 FACTOR RATE REMOVAL
t 1t (LBS/ACRE) BS
pz NACRE)
-_ 11
Bahia
grass
rass (Ha ) � � `�g Y 4.5 Tons 46 207 51
Barley (Grain) 74
Bushels 1.51 112 28
Caucasion/Old World
Bluestem (Hay) 4.8 Tons 46 219 57
Common Bermudagrass
(Hay) 4.5 Tons 46 207 54
Corn (Grain) 144
Bushels 0'95 137 63
Corn (Silage) 24 Tons 11.1 266
82
Cotton 800
0.089.089 71 23
Dallisgrass (Hay) 4.5 Tons 46
207 59
Fescue (Hay) 4 Tons 46
184 63
Hybrid Bermudagrass (Hay) 6 Tons 46 276
74
Hybrid Bermudagrass
overseeded with 7.8 Tons 46
Rescuegrass (Hay) 357 105
Mixed Cool Season Grass
(Hay) 2.8 Tons 46 127 39
Oats (Grain) 94
Bushels 1.17 110 24
Orchardgrass (Hay) 2.8 Tons 46 127
40
Peanuts 3500
Pounds 0 19
Pearl Millet (Hay) 5 Tons 51
255 67
Rescuegrass (Hay) 4 Tons 46
184 45
Rye (Grain) 55 2.09
Bushels 115 18
https://realisticyields.ces.ncsu.edu/
5/15/2018

Realistic Yield Expectations for North Carolina Soils
Page 3 of 4
REALISTIC ESTIMATED
YIELD NITROGEN NITROGEN PHOSPORHUS
CROP �` 1 FACTOR RATE REMOVAL
t 1t (LBS/ACRE) (LBS
1 P205/ACRE)
t 1
Small Grain (Silage) 9 Tons— 11.4 103 49��_ t
Sorghum (Grain) 55 CWT
1.78 98 41
Sorghum (Silage) 20.5
7 Tons 8 160 62
Sorghum Sudan (Hay) 5.8 Tons
51 293 80
Soybeans (Double Cropped - 34
Manured) Bushels 3.91 133 27
Soybeans (Double Cropped) 34
Bushels 0 0 27
Soybeans (Full Season - 40
Manured) Bushels 3.91 156 32
Soybeans (Full Season) 40
Bushels 0 0 32
Timothy Grass (Hay) 0 Tons
46 0 0
Tobacco (Burley) 0 Pounds 0.06
0 0
Tobacco (Flue Cured) 2900
Pounds 0.029 84 15
Triticale (Grain) 77
Bushels 1.53 118 26
Tropical Corn (Silage) 24 Tons
6.7 161 82
Wheat (Grain) 55
Bushels 2 09 115 28
The NC Interagency Nutrient Management Committee (http://nutrients.soil.ncsu.edu
is responsible for the development and maintenance of the Realistic Yield reporting
n
tool. g
© 2018 NC State University
https://realisticyields.ces.ncsu.edu/
5/15/2018

THIS DESIGN IS FOR A SINGLE STAGE LAGOON
CLIENTS NAME ____________________________________> Lewis Shaw-Wean ling-to-Feeder-6 mo.
COUNTY ________________________________________> Onslow County, North Carolina
TODAY'S DATE _____________________________________ Oct. 1, 1998
SITING LAW DISTANCES OKAY(YES OR NO) ____________> Yes
NUMBER OF PIGS WEANLING TO FEEDER ________________ 7,680
NUMBER OF PIGS FEEDER TO FINISH ___________________ 0
NUMBER OF SOWS FARROW TO WEANLING _____________> 0
NUMBER OF SOWS FARROW TO FEEDER _______________> 0
NUMBER OF SOWS FARROW TO FINISH _________________> 0
NUMBER OF DEVELOPING GILTS _______________________> 0
NUMBER OF STUD BOARS OR GESTATING SOWS =_______> 0
NUMBER OF LAYERS _______________________________> 0
NUMBER OF DAIRY COWS___________________________> 0
NUMBER OF YEARS OF SLUDGE ACCUMULATION =_______> 5
(5 years minimum unless retrofit)
TOP LENGTH AT NORMAL WATER LEVEL _______________> 183.0 FEET
TOP WIDTH AT NORMAL WATER LEVEL_________________> 309.0 FEET
NORMAL WATER LEVEL ELEVATION ___________________> 47.0 FEET
SEASONAL HIGH WATER TABLE ELEVATION =___________> 47.0 FEET
LAGOON BOTTOM ELEVATION ________________________> �Rbs T 4-1-.Q FEET Tire ? &1A
DEPTH OF PERMANENT WATER 6.0 feet
(minimum depth including sludge =6 feet)
(maximum depth of sludge=2 feet)
SIDE SLOPES ______________________________________> 3 :1
Permanent Volume Required 288,000.0 cubic feet
Permanent Volume Provided 2&?9 ( 28&,4W---6 cubic feet
ADDITIONAL DA W/O EVAP. (VEGETATED) ______________> 0 SQUARE FEET
ADDITIONAL DA W/O EVAP. (NON-VEG.) _______________> 0 SQUARE FEET
(i.e.. feedlot&non-diverted area)
ADDITIONAL D.A. WITH EVAPORATION ________________> 0 SQUARE FEET
(i.e. pumpout pond)
LENGTH OF.PLIMPING CYCLE _________________________> 210 DAYS
GALLONS OF FRESH WATER ADDED DAILY_____________> 300 GALLONS
NORMAL RAINFALL FOR PUMPING CYCLE ______________> 28.1 INCHES
PERCENT RUNOFF ON VEGETATED AREAS _____________> 30 PERCENT
PERCENT RUNOFF ON NON-VEGETATED AREAS =________> 65 PERCENT
NORMAL EVAPORATION FOR PUMPING CYCLE __________> 17.0 INCHES
25YR/24HR STORM RAINFALL________________________> 8.0 INCHES
RUNOFF DEPTH FROM VEGETATED AREAS _____________> 0.0 INCHES
RUNOFF DEPTH FROM NON-VEGETATED AREAS =________> 0.0 INCHES
INCLUDE HEAVY RAIN (YES=1, NO=O) _________________> 1.0 (NUMBER ONLY)
FREEBOARD ______________________________________> 1.0 FEET
RECEPIEDINC Eo BUS '�E'CEWE.©IMCi xp1b1,`
MAR 2 8 2019 MAR 2 8 2019
f brOlual►tj
;Ragi�"oleo ��rQuali�p
ti�►r pia RegIa"I oppirations Sew;M

ESTIMATED TOP OF DAM ELEVATION __________________> 52.5 FEET
Temporary Storage Volume Needed 283,119.1 cubic feet
Temporary Storage Volume Provided 2.85;444-9 cubic feet
zS$sf g
Top of Dam Elevation = 52.5. feet
Inside Dimensions of Lagoon at Top of Dam
Length 216.0 feet Width 342.0 feet
ESTIMATED DEPTH TO PUMP _________________________> 3.03 FEET
Volume To Be Pumped = 184,623.11 cubic feet
Volume for Estimated Depth =MS7 603�� 4- cubic feet
Begin Pumping Elevation = 50:03 feet
Stop Pumping Elevation = 47.00 feet
DESIGNED BY: APPROVED BY:
DATE: DATE:
Page 2 of 6

1. STEADY STATE LIVE WEIGHT
7680 head weanling to feeder x 30 lbs. = 230400 lbs
0 head feeder to finishing x 135 lbs. = 0 lbs
0 sows farrow to weanling x 433 lbs. = 0 lbs
0 sows farrow to feeder x 522 lbs. = 0 lbs
0 sows farrow to finishing x 1417 lbs. = 0 lbs
0 developing gilts x 150 lbs. = 0 lbs
0 stud boars or gestating sows x 400 lbs. = 0 lbs
0 layers x 4 lbs. = 0 lbs
0 head dairy cows x 1400 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT(SSLW) = 230,400 lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at varying rates.
230400 pounds weanling to feeder x 0.25 = 57600 cu. ft.
0 pounds feeder to finishing x 0.25 = 0 cu. ft.
0 pounds farrow to weanling x 0.17 = 0 cu. ft.
0 pounds farrow to feeder x 0.17 = 0 cu. ft.
0 pounds farrow to finish x 0.25 = 0 cu. ft.
0 pounds of developing gilts x 0.25 = 0 cu. ft.
0 pounds of boar studs or gest. sows x 0.125 = 0 cu. ft.
0 pounds of layers x 0.275 = 0 .cu. ft.
0 pounds of dairy cows x 0.929 = 0 cu. ft.
TOTAL SLUDGE ACCUMULATION = 57,600 cu. ft.
3. REQUIRED LIQUID VOLUME OF LAGOON
Design Treatment Volume varies by animal type.
230400 pounds weanling to feeder x 1.0 = 230400 cu. ft.
0 pounds feeder to finishing x 1.0 = 0 cu.ft.
0 pounds farrow to weanling x 0.67 = 0 cu. ft.
0 pounds farrow to feeder x 0.67 = 0 cu. ft.
0 pounds farrow to finish x 1.0 = 0 cu. ft.
0 pounds of developing gilts x 1.0 = 0 cu. ft.
0 pounds of boar studs or gest. sows x 1.0 = 0 cu. ft.
0 pounds of layers x 2.5 = 0 cu. ft.
0 pounds of dairy cows x 1.0 = 0 cu. ft.
TOTAL LIQUID VOLUME REQUIRED FOR LAGOON = 230,400.0 cu.ft.
TOTAL VOLUME FOR TREATMENT AND SLUDGE = 288,000.0 cu. ft.
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 47.0 feet
Construct lagoon bottom to elevation (finished) 41.0 feet
Page 3 of 6

Lagoon size for normal lagoon liquid volume using prismodial formula:
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
3 3 3 3 6
AREA OF TOP
LENGTH x WIDTH
183.0 309.0 56547.0 square feet
AREA OF BOTTOM
Lb x Wb
147.0 273.0 40131.0 square feet
AREA OF MIDSECTION
Lm x Wm
165.0 291.0 48015.0 square feet
CU. YD. =[AREA TOP +(4*AREA MIDSECTION) +AREA BOTTOM]*DEPTH/6
56547.0 192060.0 40131.0 1.0
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL = 288,738.0 cu. ft.
VOLUME NEEDED = 288,000.0 cu. ft.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE: 183.0 FEET LONG BY 309.0 FEET WIDE
5. DAM
Place spoil as a continuos dam to elevation 52.5 feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA;
Lagoon (top of dam)
Length x Width
216.0 342.0 73872.0 square feet
Additional Drainage Area Without Evaporation
Vegetated 0.0 square feet
Non-Vegetated 0.0 square feet
Additional Drainage Area With Evaporation
0.0 square feet
TOTAL DA 73872.0 square feet
Pumping cycle to be 210 days.
6A. Volume of waste produced
Page 4 of 6

7680 head weanling to feeder x 0.5 gals/day =
0 head feeder to finishing x 2.3 gals/day _ 3840 gals/day
0 sows farrow to weanling x 7.2 gals/day _ 0 gals/day
0 sows farrow to feeder x 8.0 gals/day _ 0 gals/day
0 sows farrow to finish x 23.0 gals/day _ 0 gals/day
0 developing gilts x 2.5 gals/day - 0 gals/day
0 stud boars or gestating sows x 6.7 gals/day _ 0 gals/day
0 layers x 0.045 gals/day - 0 gals/day
0 head dairy cows x 22.0 gals/day _ 0 gals/day
- 0 gals/day
TOTAL VOLUME OF WASTE = 3,840.0 gals/day
Volume= 3840 gals/day x 210 days in the pumping
cycle divided by 7.48 gallons per cu. ft.
Volume= 107,807.49 cubic feet
6B. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by the largest amount.
Excess rainfall (difference) = 11.11 inches
Volume=Volume from lagoon +volume from feedlots, etc. +volume from other sources
Volume= 68,393.16 cubic feet
6C. Volume of fresh water added
This is the amount of fresh water used for washing floors or volume of fresh water
used for a flush system. Flush systems that recycle the lagoon water are accounted
for in 6A.
Volume= 300 gallons/day x 210 days in pumping
cycle divided by 7.48 gallons per cubic foot.
Volume= 8,422.46 cubic feet
6D. Volume of 25 year-24 hour storm
Volume=Volume from lagoon +volume from feedlots, etc. +volume from other sources
Volume= 49,248.00 cubic feet
6E. Volume of"Heavy Rain"
Volume=Volume from lagoon +volume from feedlots, etc. +volume from other sources
Volume = 49,248.00 cubic feet
Page 5 of 6

TOTAL REQUIRED TEMPORARY STORAGE
6A. 107807.49 cubic feet of waste
6B. 68393.16 cubic feet of excess rainfall
6C. 8422.46 cubic feet of fresh wash water
6D. 49248.00 cubic feet of 25yr-24hr storm water
6E. 49248.00 cubic feet of heavy rainfall
TOTAL TEMPORARY STORAGE 283,119.11 cubic feet
7 DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
VOLUME OF TEMPORARY STORAGE WHEN TOP OF DAM IS 52.50 FEET ELEV.
AREA OF BOTTOM = 56547.0 sq. ft.
AREA OF TOP = 70560.0 sq. ft.
AREA OF MID-SECTION = 63371.3 sq. ft.
VOLUME PROVIDED = 285444.00 cubic feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 52.5 FT
ARE: 216.0 FEET BY 342.0 FEET
8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A. 107807.49 cubic feet of waste
6B. 68393.16 cubic feet of excess rainfall
6C. 8422.46 cubic feet of fresh wash water
TOTAL VOLUME TO BE PUMPED= 184,623.11 cubic feet
VOLUME AT ESTIMATED PUMPING DEPTH
AREA OF BOTTOM = 56547.00 sq. ft.
AREA OF TOP = 65822.07 sq. ft.
AREA OF MID-SECTION = 61101.91 sq. ft.
PUMPING VOLUME PROVIDED = 185,222.24 cubic feet
Page 6 of 6

User Name: Doug Jones
ect: Lewis Shaw Lagoon
Stakeout Nodes Report Time: 10:53:28
Page: 1
Stakeout Nodes Report
Node # Northing-(y) Easting-(x) Elevation-(z)
Occupied Point: 186 5082.05
5028.51 48.79 Backsight: 1 4809.33
4662.67 50.74
BS Direction: S 53° 17' S0° W
node # Angle Right Distance
elev descrip
501 358° 36' 52" 380.20
52.50 TOD_I
502 130 01' 23" 257.96 52.50 TOD_1
503 254° 07' 25" 145.73
52.50 TOD_I
504 291° 01' 32" 358.22
52.50 TOD_I
511 359° 09' 00" 395.35
52.50 TOD_O
512 15° 33- 15,' 260.18 52.50 TOD_0
513 248° 22' 50" 148.69
52.50 TOD_O
514 262° 44' 32" 177.04 52.50 TOD_0
515 243° 17' 15" 310.28 52.50 TOD_0
516 263° 58' 34" 392.66
52.50 TOD_O
517 284° 43' OS" 298.75
52.50 TOD_O
518 290° 13' 11" 373.14
52.50 TOD_O
519 330° 46' 12" 319.76 52.50 TOD_0
327° 52' Sol, 483.57
i 52.50 TOD_O
S- 3440 33' 37" 520.11 52.50 TOD_O
522 354° 13' 31" 372.72
52.50 TOD_O
531 356° 26' 09" 329.19
39.10 BOTTOM.TOE
532 04° 13' 13" 254.31
39.10 BOTTOM TOE
533 274° 09' 12" 147.13
39.10 BOTTOM TOE
534 294° 19' 4711 308.34 39.10 BOTTOM TOE

°ct: Lewis Shaw Lagoon User Name: Doug Jones
Stakeout Nodes Report
Time: 10:59:04
Page: 1
Stakeout Nodes Report
Node # Northin
Occupied Point: (Y) Easting-(x) Elevation-(Z)
188 508282,05
Backsight: 1 5028.51 48.79
HS Direction: S 53° 17' S0" 4809.33 4662.67 W 50.74
node # Deflection Right g Distance elev descrip
501 1811 23' 08"
380.20 52.50 TOD_I
502 166° 58' 37" 257.96
503 248° 58' 52.50 TOD_I
285° 52' 35" 14573
504 28" .
52.50 TOD-1
358.22
511 52.50 TOD-1
180° 51' 00" 395.35 52.50
512 164° 26' 45° TOD_O
260.18 52.50 TOD 0
513 291° 37' 10° _
148.69 52.50 TOD_O
514 2771 15' 28"
177.04 52,50 TOD_0
515 296° 42' 45" 310.28
52.50 TOD_O
516 276° 01' 26" 392.66
517 52.50 TOD_O
255° 16' S5" 298.75
518 0 52.50 TOD O
249 46' 49" 373.14
519 52.50 TOD_O
c 209° 13' 48" 319.76 TOD_
52.50 0
212° 07' 10" 463.57
5 52.50 TOD_O
1950 26' 23" 520.11
522 52.50 TOD_O
185° 46' 29" 372,72
531 52.50 TOD_O
183° 33' S1" 329.19 39.10 BOTTOM TOE
532 175° 46' 47" _
254.31 39,10 BOTTOM TOE
533 265° 50' 48"
147.13 39.10 BOTTOM TOE
534 2450 40' 13"
308.34 39.10 BOTTOM TOE

ioneisa
A k•'
:
I.
5s: g
?::.:...:..vx.•}:v::::. : .; .. ::. v; : .:: '.:':::.. •.v .:. .. .::: ••.4 ..(.•,::•.A.i,}}:p1.},•Y•�5'fix{;
...:.........:.::..:. .. - .. 4} }': v.} :• :is iti•. •:
.. vn.•rA..{.0.•.vv x..x3x:::v: .. TO,,
P ....:�.•...:....:•aS:..x...v:.�'J::.a._...xe:"R'C:.:...:..}S:tv�J,C;pfJ,t{."•'._
roducer: Lewis Shaw
Onslow County, NC
Clearinr�:. All trees, brush and debris shall be removed from the
impoundment area before construction is started. The foundation of
the lagoon shall be cleared of all trees, stumps, roots, brush, sod,
organic soil, and debris. All stumps and all roots exceeding 1 inch
in diameter shall be removed to a minimum depth of 1 foot.
Satisfactory disposition will be made of all debris. After clearing
is completed the foundation area shall be loosened thoroughly and
roughly leveled, with suitable equipment, before placement of any
embankment material.
Cutoff Trench: Due to site conditions and location of lagoon to be
constructed, a cutoff trench is not required on this project.
Existing Tile Drains: If tile drains are encountered, the tile will
be dug up and removed from the entire foundation area. The tile
trench shall be backfilled with a compacted layer of CL or CH
material. A new outlet will be provided for the tile drain or it
will be completely removed.
Excavation: Topsoil shall be stocked piled separately for later
use. The bottom of the lagoon shall be excavated as shown on the
plans. Scarify and compact the bottom and, where practicable, the
side slopes of the lagoon to decrease the permeability of the soil
in the lagoon.
Embankment Construction• The material placed in the embankment
shall be free of sod, roots, stones over six (6) inches in diameter,
and other objectionable materials. Excavated and hauled in clay
materials shall be used in the embankment. The embankment shall be
a"zone fill" embankment as shown in the drawings. Compaction of the
hauled in clay material shall be by sheepsfoot roller as specified
below. Compaction of the on-site material can be by any method
listed below. Construction of the embankment shall be made in
layers not to exceed 4 inches in thickness. Compaction shall be
equivalent to or better than the routing of the hauling and
spreading equipment over the fill in such a manner that every point
on the surface of each layer of fill will be traversed by not less
than one tread track of the loaded equipment traveling in a
direction parallel to the main axis of the fill. If pans are not
used, construction of the embankment shall be made in layers not to
exceed 9 inches in thickness and compacted with a sheepsfoot roller
with a minimum of 4 passes per unit width of fill lift. At any time
the embankment surface becomes "slickened" such that the succeeding
layer will not bond to the. previous layer, scarify the previous
layer sufficiently to assure bonding of the surfaces before
continuing with the fill operation. Construction of the fill shall
be undertaken only at such times that the moisture content of the
fill material will permit a reasonable degree of compaction.
Construction of the embankment shall allow an additional 5% for
1

10f16/9B
• ....r.;!T•Y.•.:::S,cW{;}::;':tiw,:?;;ryvs..G,;areYrytrywy:r ;:ceo 5
��i:;{s�::;$Si:;:j:;:;i:;:;i:}�:i:ij:<}i:i:;:{;:,:`}ti;:} •n�:}w•WtFvyp:•r'.r; .tl.
tl•}
fi
'•{r {
:pT
s
'{r
v:.
v
h�
,.....+.,,,...,.. : .v..........e.,x+o-....v is}:;i?:;:jY:�`:;:�:;:;:%:::j>:ii:!Y::•:
settlement. Stock piled topsoil shall be spread over top of
embankment and outside side slopes for the establishment of
vegetation.
Soil Liner: A soil liner will be installed as shown on the
drawings. Only material from the approved borrow source shall be
used in the soil liner. The liner shall be compacted by the
sheepsfoot roller method shown above. The liner shall be a minimum
of 1.8 feet thick in the bottom and on the sides. The material
shall be zoned as shown in the drawings. The material shall be CL
material as defined by the Unified Soil Classification System. The
material shall be compacted to a minimum of 95% of Standard Proctor.
Pollution Control Diuringr Construction: Stripping of embankment and
borrow areas shall be done as they are needed in a normal sequence
of construction. Use temporary mulch protection on all disturbed
areas that are subject to erosion and will not have substantial
additional work performed for 30 days.
Va etation: Vegetation shall be established on the slopes,
embankment top and all other disturbed areas, except the area that
will be inundated, as specified in the plans as soon as possible
after construction. Necessary steps shall be taken to ensure that a
good stand of vegetation is established in a reasonable amount of
time.
Seeding rates are:_ / lb. � 7
lb. ---
lb.
1 v bD lb. 10-10-10
. tons lime
tons wheat straw
Permanent Stake: A permanent stake (CCA salt treated 41lx4" post or
1 inch diameter PVC pipe with tees) marked to indicate pumping
level elevations, shall be placed in the inside slope at one end of
the lagoon.
2

?onesa
4
i•
•a
v.
•.}: { v;:; .}; a ,. ..
.•:is} •;::, ..: .; ..{;;; ... .. .. ,, ;., : i •}}+. .. t :. �}}x:+:'•''w.•.'`•`•.:•} ,,.g;.
♦ •{;:•$:;::}v:$:;.{:;:;i$$•S:};:iiV,1}.v:+ .:i:F• yy.}}.}"`}f,�;}:`l,{:.v.
v.:v�x4�•:'i:
«u:•:4:4$:
n
{
Producer: Lewis Shaw
Onslow County, NC
Sco e: This specification covers the lining of this facility with a
designated soil material at the time of initial installation, or as
repair or remedial work.
Foundation Pre aration: The foundation area shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. When
a liner is being installed after the facility has been in use, care
should be taken to remove sludge and sediments down to the original
soil material. Foundation preparation must also extend deep enough
to eliminate any effects from drying that may have occurred during
previous operations. The topsoil and sod are to be stockpiled.
After stripping, the foundation area will be prepared to assure a
bond with the fill by removing loose, dry material, scarifying,
disking, adjusting moisture, and compacting.
Liner Placement: The material placed in the fill shall be free of
detrimental amounts of sod, roots, frozen soil, stones over 6 inches
in diameter, and other objectionable material. The materials will
be from those designated borrow areas. The distribution and
gradation of materials shall be such that there will be no lenses,
pockets, streaks, or layers of material differing substantially in
texture or gradation from the surrounding material.
The fill shall be brought up in approximately horizontal layers not
to exceed 9 inches in thickness prior to compaction. Each layer
will be compacted by a minimum of 4 passes of standard tamping
roller (sheepsfoot roller) or equivalent method approved by the
engineer. Compaction will be considered adequate when the fill
material is consolidated to the point that settlement is not readily
detectable.
Water Content Control: The minimum water content of the liner
material and foundation shall be the optimum water content that
relates to the specified dry density or such that, when kneaded in
the hand, the fill material will form a ball which does not readily
separate. The maximum water content is when soil compaction efforts
do not properly consolidate the soil, or when conditions are too wet
for efficient use of the hauling and compaction equipment.
Installation: Installation shall be conducted in a skillful and
workmanlike. Extreme caution must be exercised in backfill and
compaction around structures or conduits to prevent damage,
movement, or deflection. A consistent homogeneous fill is
necessary. The installation shall be done with proper moisture
content and with adequate mixing of the soil materials to accomplish
this.
1

101M/90
� :`:��Y,'•h'.^•,'•,4s,,%M',•,i'�r^.!;P:2 5:d4.;,:Q�••�5`•:lY:;}75 .Mss.
WIN
}
}
iF•:: vah 5} r•l}
rt$:a' 4
. ::;:y':'• :?:fir':' r•;}:.:
sv,0.s
ti,;
$i:
................... i :}:;}:}..:.......... s.�.s..�'�' •'}: ..v .; v .: �v is
}
.. ... .:.: ..•.;..:YY:?..h::...:::.:::::.��..�::r?: :?:i'•i::::Y:?:�'.}h::.�:-.:::}:.Y:J}}}:•. ?w.:i::v:vbYv...:i}:•.
.;..;• .:.•• .. .. .�. ?a, .: : :.;.::. !.:: :::} ': :ivii: :...:' :. ;••.•:.: � :: < ..]i +�i:;$$'isr,.;:}Y}v?;YC::Y:ii'�:�?iri:::'�::jy.::ii ;:j.:;:i?�<.`v,:�G:vi�'r;::i(:�u:;i.`•:?;'i+:
•Y}
General:. Construction operations shall be carried out in such a
manner and sequence that erosion and air and water pollution will be
minimized and held within legal limits.
The completed job shall present a workmanlike appearance and shall
conform to the lines, grades, and elevations shown on the drawings
or as staked in the field.
All operations shall be carried out in a safe and skillful manner.
Safety and health regulations shall be observed and appropriate
safety measures used.
2

12/02/1998 08:30 2524E -28 USDA-NRCS PAGE 01/01
L
LJ
lb
O
17.5,5,
,
DEC 2 '90 8: 26 2524023420 PAGE. 001

Traveling Irrigation Gun Settings
Travel speed=2.14 fpm or 26 ipm
Application rate= .49 iph
Lane spacing= 204'
Wetted diameter= 290'
Gun make and size=Nelson 150
Ring size= .86"
Operating pressure at gun= 90 psi
Operating pressure at reel= 102 psi
Operating pressure at pump- 116 psi
Are pattern= 1801
Flow rate of sprinkler= 135 gpm
Pump power requirement(bhp)= 17
Total acres covered(effective)=27.83
Traveler make and model=Cadman 3250
Hose length= 840'
Hose diameter(ID)= 3.25"
Speed compensation=mechanical
Hvdr n number FiP ' ,A T An Fect;�P W;rirh
1 802 218
4.01
2 802 204
3.76
3 782 218
3.91
4 652 218 3.26
5 682 204 3.19
6 767 102 1.80
7 897 218 4.49
8 682 21$
3.41
Total:
27.83

-:s
3000 AND 3250 SERIES
SPECIFICATIONS
INSIDE ''STANDARD
MODEL AXLE'• DIAMETER_ LENGTHS .
OF HOSE AVAILABLE
3000 1. : 3.0 910'
3250 1 3.28" 840.'
a ;
43
Y E A R S ❑ F
i i "p IX
E X C E L L E N C E n
Cadman
�ow�R e�uE�M�
+ r
STANDARD FEATURES
•Honda 4 hp. OHV engine. •Single chain drive on drum using
O •Slewing ring turntable. heavy duty traction pins.
Fast Hitch Tool Bar •High flotation tires 0:3"x 6"tu.be,frame. . •,
•4 gallon aluminum fuel tank. 4 coats,of.paint;
•Automatic gun cart stop. "�Best qualitY2406 medium density
• Hose. build-up safety switch. hose.
•3 wheeled high clearance gun Gear driven telescopic stabilizers.
0 ' cart and towing clevis. •Disc brake to prevent hose recoil.
' Nelson SR 150 Gun 4"x 25'feeder hose
•.Lift kit for gun cart. Mechanical speed compensation.
OPTIONAL FEATURES
• ROW, Fast hitch tool bar. • Riser extension for gun cart(orchards)
• - • - • - • • Komet 633 vari-angle wind gun.

BTG GUNO'! 12FIERFORMAN-C-f', TABLES U.S. UNITS
100 SERIES BIG GUNS 240 TRAJECTORY'
100 T TAPER BORE NOZZLES
Noz
Pik 'zi� 0zle
PSI GPM' DIA GPM' DIA G PTA DIAyy r GPM DIA GPM 01A
OIA GPM DIA GPM DIA (3PM
DIA
0 50 1 bo '05 t 5 1 7-1 225 87 :1361 MO 2 i' .sr, Qu 265'
Wf_AA"1A_"vl�
70 60 225' 1 75 L,3 A, fiwsi�i�� 103 263' )20 02 2
mw 310,
r
68 245 1 63 2W 270, 41_64,
90 U�,. -, -_2m f ., 31.
117 183' !3`_ 3is, 201 3 61 2 22 3 135' 1 274 362'
1 110 76 265
30.3',
2
'Awiflable only�Ailh 1`100&SR100 344." 2117 355' 1 304 380'
100 R RING NOZZLES
------ 100 DN DIFFUSER NOZZLES
NG _3 0.5 D-1, T —0-.-60N 0 7 0 N
F PSI RIIG 77 A 17, 61 R114G .86 RING 89 HI 11)3
PINd DIA HIT" ot
GPM DIA T7 GPM IJIA G GPM DIA GPhI DIA I, GPM DIA GPM!PM CAA GPM DIA GPM DtA GP%
_PM
7
1 40
66 208 78 212 91 215 103 224 118 ;Z­ ""i445 154 66 168
60 74 '220.' '88 1�2_ 2-1-
.240:­ n 2 ,ft,*kjo 91 182 118
60 81 235
9C 240 110 245 125 260 Ift,"AJ
141 2701 83 260 110 200 143
70 .88,246 10C.,
80 94 255 '127Y5,1.275 145 285 6.3 'i'm 211 3f5 -r4
.go. 266'.
100 705 270
142, 295 162 30.5 i82 320 212 t2.3 6 13 6
.,110 .27s.:
alanneler of throw ia appFux4,nj �Ib ij,,
161y 30;0 IOSS Tor he 210 trajactof 91(1.61 1
150 SERIES BIG GUNS - 240 TA"AJECTORY""
150 T TAPER BORE NOZZLES
Nozzle, Nuz,-.1L Noma W,2�zh: Nozzle
No:zle
S, GPM DIA GPM DIA GIMIM 9' DIA GPI11 DIA (,Pm I I" DIA 1,M 121, 1 1,3" 1
too'. GPM 01A.
31 al.
60 110 265 149 2LS'
70,,,.. 182 305
245.
365, 385 380, 1
80 128 290' i 165 3ic., 210 335'
3 15 5 7 5' 380 394 445 410'
90. 135,
100 'fit
143 310, 165 .330, 235 2go 3 75,
110 160 1 355 400' 425 420' 500 440"
120 157 330, .1
204 350' 2, 3?
5' '120L 545 4bU'
150 R RING NOZZLES
Ring R, 9 R
1* Ring
66, .9 Hmg Ring
PS 1 1 7" 1 ILI" 134"GPM GIA GPM DIA. G PIN11 INA GrIm DIA 1.41
7—C4j��,.--. —" -Z. , -1 ___ DIA GPM DIA GPM DIA
7- tT130.7
260'
60 110 ;56�;o
701 1,13 250' 182 300 1 225 315,
271, 335' lio :150, 385 365'
,27
.......... .jw. 1;,5 :1!.0, 210 320 60 340' 31 360, 380 3130, 445 395,
les 120' i 235 3.0' ?90 3601 3541 930 425 500 4151
157 3is, 2.04 135, 258 31.0 320_ 313) 385465 420' 545 435'
200 SERIES BIG GUNS 270 TRAJECTORY"'
200 T TAPER BORE NOZZLES
Nozzie Nozzle r
I i Nozzle N Nozzle 105" 1 2 13" 16'. 10-1; Ve
PSI i GPM D 1,� G P M DIA 7z
! GpTA DIA GPNI DiA 6PM UA (.P1,1 DIA GPM DIA G I'M
80 7�iid-7iZTT, - GPM DIA
70 1 270 .360
4
310 380- 1 355 395, 415 4 10 48D
80, 200', J3W 4L10* 630 465' 755 495' 890 515' 1
90 1 310 390' 1 350 .110, 405 425' 475 4,15, 62 5 48T I 715 nC5 1 855 535' 1005 555' 1
-100: 326 40V'..
20 31. 410' 1 390, 430' 415 4-0- 60.-) 4qS,
WS 420!. z. 44W.:',:, . 695 5 M", 790 535 1 945 565' 1110 590' 1
.41DIS
130 370 425' 445 1 485 465' 565 irs s 5 15. 55 4 0'
860 560; 1025 590
200 R RING NOZZLES
I i" Ring l." Rmy Ring 2" Ring
I (1 29"arwed) 1 0 46"aciva !.�U' Fbn4ji 1 Ring
1 56" ac1liqlN aclu.il .,4-' actuall (163- aCIU.-II) 9� actual)
I PSI GPM DIA D'A', GPM 6f,t., (PM.
7-- ;,—3j DIA el f,m DIA IG P(A DiA DIA.
G
60 250 340'
I I
330 370 1 385 4 si5 4 2F,' 585
70 270.� +10a 695 4
60 290 370' 380 400' 15 42T 5 440' 590' 45S: 675 805 490'
so 310
100 325 390'
110 575 _16 660 8c, 1 755 5004 iii 900 520'
340 4W 446 ,4W
120 i
355 »10, 465 445' 545
130 6,1111 i 721.,
370 415' 1
vr�ximalcly 2-v les�lot the 2V trajej,:)ry V10P, 5"",;le:S'0;ffiC?I'lrajeclo-y ar.t,�F,
"The c-amelef of Itirow�s ap; 55 6
The BIG GUN* Uaw"A'Tx_.r. u.
31 tithe; taz­,!5
Nelson Ifrqgal on

Irrigation System Operation
Traveler
Start-up.
1. Tow machine to field.
2. Connect supply hose to field hydrant and traveler.
3. Open hydrant.
4. Start pump and run at. idle until water is coming out of gun.
5. Slowly increase throttle to the desired pressure.
6. Start traveler engine, engage reel, and set at the desired speed.
Shut-down:
1. Slowly decrease throttle on pump and shut off:
2. Shut off engine on reel.
3. Shut hydrant off.
4. Disconnect supply hose.
Winterization:
1. Remove suction assembly.
2. Remove discharge hose and supply hose.
3. Remove drain plug on the bottom of pwnp.
4. Remove cap on bottom of gain cart.
5. Blow reel out with air compressor.
6. Check antifreeze in engine.

TOTAL. DYNAMIC DEAD
__psi feet
Elevation dif from water to CL of pump- 1.732 4
Elevation of nozzle- 2.165 5
Elevation dif. between CL of pump
and high point in field- 4.33 10
Sprinkler discharge pressure- 90 207.9
FL in pump suction assembly- 2 4.62
FL in pump discharge assembly- 2 4.62
FL in traveller hose**- 10.19 23.53
FL in supply line"'- 8.04 18.57
TDH-1 120.45 278.24
BB6KE HORSEPOWER
BHP = [Q*TDH]1[3960*Ep]
where,
BHP = power required to drive the pump (hp)
Q =flow rate (gpm)
TDH = total head the pump operates against (ft)
Ep = pump efficiency (decimal form)
IFQ = 135gpm
TDH = 278.24 ft
and Ep ^ 0.55
there BHP 17 hp
Brake Horsepower= 17 horsepower

FIELD SPECIFICATIONS
The lowest maximum application rate (inches per hour) = ,5
The lowest maximum application amount (inches per irrigation cycle) = 1.0
Amount of Nitrogen produced per year for application= 3,686.4 lbs
This plan effectively wets 11.68 acres in field #1. Bermuda hay
overseeded takes up 350 lbs. per acre.
11.68
350
4,O88 lbs.
W Shaw has an agreement with his neighbor to pump on his 21.5
acre field. This plan effectively wets 16.15 acres in this field. Loading
rates for this field will be determined.
RECEIVEDANICOMM
MAR 2 8 2019
I�1�a OuaIRY
a�:ginncil OpM8 0M S.Cff

TRAVELING IRRIGATION SYSTEM
CALCULATIONS
TRAVELING IRRIGATION GUN APPLICATION RATE
I = ((96.3*q)/(3.14*(.09*r)"2))*360/w
where,
I = approximate actual application rate (iph) IF q = 135.00 gpm
q = discharge (gpm) r= 145.00 ft
r=wetted radius (ft) and w= 180.00 degrees
w= portion of circle receiving water (degrees)
then 1 = 0.49 iph
APPIicetion Rate - 0,'A inches per hour
TRAVELING IRRIGATION GUN APPLICATI N AMOUNT
d = (1.605*q)/(I*s)
where, IF q = 135.00 gpm
d = gross application (in) 1 = 204.00 ft
q = sprinkler discharge (gpm) and s = 2.14 fpm
I = travel lane spacing (ft)
s = travel speed (fpm) then d = 0.50 in
Total APplication Amount = 0.60 Inches
J
VELOCITY IN A PIPELINE
y = [0.408*q]/d"2 IF q ; 135.00 gpm
where, and d = 4.00 in
v = velocity of water (fps)
q = flowrate (gpm) then v = 3.44 fps
d = inside diameter of pipe (in)
Velocity of Water= 144 feet Per second

FRICTrONLOSS
IN SUPPL Y LINE ANDIOR TRA VELER .HOSE
FRICTION LOSS 1N SUPPLY LINE
FL = [(0.2083*(1Q0%)^1.852)*[(Q^1.852)/(D"4.8656)]*(U100)]*.433
where,
FL = friction loss In supply tine (psi) IF c= 150
c= roughness coefficient Q = 135 gpm
Q =flowrate (gpm) D = 4 in
D = inside diameter of pipe or hose (in) and L = 1820 ft
L= length of supply line or hose (ft)
then FL = 8.04 psi
Eviction Loss in Supply Line = 8.04 psi
FRICTION LOSS IN TRAVELLER HOSE (if solid set ... enter 0 for gpm)
FL = [(0.2083*(100/c)^1.852)*[(Q^1.852)/(D^4.8656)]*(U100)]*.433
where,
FL = friction loss in traveler hose (psi) IF c = 150
c= roughness coefficient Q = 135 gpm
Q =flowrate (gpm) D = 3.25 in
D = inside diameter of pipe or hose (in) and L = 840 ft
L= length of supply line or hose (ft)
then FL = 10.19 psi
Friction Loss in Traveller Hose= 10.19 psi

Brock Equipment Co.
PO Box 100
BAILEY,N.C. 27807
Phone[phone]
Fax[phone]
This irrigation system was designed by Shane Ward of Brock Equipment Co.
A scaled drawing, required calculations, and required specifications on pipe and equipment
are included.
The following buffers were maintained on this farm:
25 feet from ditch
25 feet from property lines
75 feet from property lines with occupied dwelling
75 feet from surface water and perennial streams
100 feet from well
200 feet from residence
All comments and recommendations are appreciated.
Thank you,
Shane Ward

THRUST BLOCKING
411
DEAD END AND TEE _ (200 X 16.2) / 1200 = 2. 7
90 ELBOW = (200 X 23. 0) / 1200 = 3. 8
611
DEAD END AND TEE _ (200 X 34 .8) / 1200 = 5.8
90 ELBOW = ( 200 X 49.2) / 1200 = 8. 2

Handlino_and Installation of_PVC Plastic Pip.-(-
Temperature has a major effect on PVC plastic pipe. As temperatures
approach freezing, the flexibility and impact resistance of PVC plastic
pipe is greatly reduced. At low temperatures when joining solvent weld
pipe, a longer time is required for the glue to set. Generally solvent
weld pipe should not be joined at temperatures below 400F. At high
temperatures pipe becomes more flexible and set-up time for the glue is
greatly reduced.
When pipe is stacked, it should not be placed in piles more than
five feet high. Occasionally out-of-round pipe will result from stacking .
In warm weather, once the weight is removed, it will rapidly assume a'
round shape. In cold weather, several hours may be required for the pipe t d
to return to the original shape.
Sunlight can have an effect on the pipe, especially in colors other
than white. It may warp and exhibit a snaking effect. When left in the
sunlight for long periods, the color may fade and the pipe will harden
at the surface causing a loss of impact strength. Discolored pipe should
-be handled carefully during installation. If pipe is to be stored out-
side for long periods of time, it should be covered with a cover of
opaque material , not plastic, and air should be able to circulate under
the cover.
Gaskets should be stored away from excessive heat and solvents .
Some pipe comes from the manufacturer with the gaskets installed . If the
pipe is not to be installed immediately, the gaskets should be removed
and stored.
When installing gasket pipe there are several simple steps to follow
that will ensure leak-free joints.' The gasket or ring groove should be
cleaned of foreign materials. The gasket should be properly installed.
Ample lubricant should be placed on the male pipe end, the pipe aligned and
the male end inserted into the female end. Some pressure will be required
to force the male end to the correct depth. There will be a reference
point to indicate the required penetration depth. If penetration is not
deep enough the joint may leak; and if penetration is too deep, there is
not adequate room for pipe expansion. Once the joint is made, the pipe
being installed should be rotated to ensure that the gasket -is not pinched.
Gasket pipe may be connected in the trencF -- +1- ground beside the
trench and then lowered into the trench. If the latter is done, check
each joint to ensure that penetration is correct. If it is necessary to
cut pipe, either a PVC pipe cutter or a miter box with a carpenter's
fine-toothed handsaw should be used. For gasket pipe, it will be necessary
to bevel the pipe, usually at an 80 angle, accomplished with a special
rasp or file. For solvent weld pipe, burrF chips and filings should be
removed from the outside and inside of the pipe and it is preferable to
slightly bevel the outside circumference.
Fittings for gasket pipe may be plastic or steel . The trend in
the -industry today-is to use epoxy coated steel fittings . These are
manufactured by several c anies (McDowelI , Pierce, Davis , etc . ) and can
-4-
MAR 2 8 2019
wmrauaiity
Regional®patrdor,s SedM

Irrigation Water Conveyance 430-DO-3
The ratio of air-release valve diameter to pipe following formula must be used in designing
diameter for valves Intended to release air when thrust blocks:
filling the pipe should not be less than 0.1.
However, small-diameter valves may be used to
limit water hammer pressures by controlling air 98 H03 a
� 2 release where control of filling velocities is . a 9 sin
questionable. Equivalent valve outlet diameter of where:
less than 0.1 are permitted for continuously A -Area of thrust block required in•fta
acting air release valves. Adequate vacuum relief H .Maximum working pressure in tt
must be provided. D ®Inside diameter of pipe in it }
a .Allowable passive pressure of the soil in
Air-release valves or combination air valves shall Ibrf
a • Qetlection angle of pipe bend
be used as needed to permit air to escape from
the pipeline while the line is at working pressure.
Small orifices of these types shall be sized
according to the working pressure and venting Area of thrust blocks for dead ends and tees shall
requirements recommended by the valve be 0.7 times the area of block required for a 90-
manufacturer. deflection angle of pipe bend.
Manufacturers of air vales marketed for use If adequate soil tests are not available, the
under this standard shall provide dimensional passive soil pressure may be estimated from
data, which shall be the basis for selection and Table 1.
acceptance of these valves.
Materials. All materials shall meet or exceed the
Drainage. Provision-shall-be madafor minimum-requirements Indicated In
completely draining the pipeline if a hazard Is 'Specifications for Materials."
imposed by freezing temperatures,drainage is
recommended by the manufacturer of the pipe, Plans and specifications
or drainage of the line is specified for the job. If
provisions for drainage are required drainage Plans and specifications for constructing high-
outlets shall be located at all low places in the pressure underground plastic pipeline shall be in
line. These outlets may drain Into dry wells or to keeping with this standard and shall describe the
points of lower elevation. If drainage cannot be requirements for applying the practice to achieve
provided by gravity, provisions shall be made to its intended purposes.
empty the line by pumping or by other means.
Flushing. If provisions are needed for flushing the line free of sediment or other foreign material,
a suitable valve shall be installed at the distal end Table I.—Alloy.-able sail bearing pressure
of the pipeline, oeotn of cover
to center of tnn.=block
Thrust control. Abrupt changes In pipeline Natural soil Material 2 rt 3 tt 4.it s,tt
grade, horizontal alignment, or reduction in pipe a,,r,
size normally require an anchor or thrust blocks sound bedrock....._....... 8.000 ,o.000 10.000 10.000
to absorb any axial thrust of the pipeline. Thrust c4tts"ar'd and gravel
control may also be needed at the end of the mom"( Lf7ed
o-•o•)....................... 1.200 1,d0o z.aoo 3.000
pipeline and at In-line control valves. oense nne co coame sand
(assumed 0.35')........ 800 1200 I.fi50 2.100
Thrust blocks and anchors must be large enough strt am day mixture SW 700 to withstand the forces tending to move the pipe, San u" organic 9� t
Including those of momentum and pressure as 'Olt'(assumed
well as forces due to expansion and contraction. ,.10,1...."'-""""'-""" 200 300 `W 5O0
The pipe manufacturer's recommendations for
thrust control shall be followed. In absence of
the pipe manufacturer's requirements, the
SCS, January 1989

i
ae, w
boil •• . .i•• ''•
Figure 2. Anchorage blocks- for- in-line valves.
Table 1 is the forces encounters&at end plugs.. . to calculate
forces encountered at bends, tees and wyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust 'W at End Plugs
Thrust in lbs . for test ,,ressure in Esi _
Pipe Diameter 100 PSI 150 PSI 200 PSI 250 PSI
'inches) J -- J.
11-2 295 440 590 - 740
2 455 680 910 1140
2Z 660 990 1320 1650
3 985 1480 1970 2460
4 - 1820 2720 1 3630 4540
6 3740 5600 7460 9350 '
8 6490 9740 13,000 16,200`1"'
10 10,650 16,000 21,300 26,600
12 15,150 22,700 - � 30,200 37,800
14 20,600 30,800 41,100 51,400
16 1 26,600 39,800, ! 53,100 66,400
-6-

!DIAMOND PLASTICS
CORPORATION
IPS IRRIGATION PIPI;
ASTM D2241
Stock Nominal 'Walght Outsldo Wall Insldo Plocos Par Foot Par Foot Per•
�.t�n 51zo er 00 motor Thickness 12lameter Bundlo-- _Bundle_ Truckla<� :
SDR - 41 100 PSI .
LH 4" 02- i
4.500 .110 4.280 63 1,260 20,160
M 6" 6.625 .162 6.301 28/32 560/640 8,400
M 8- 8.625 .210 8.205 15/10 300/2170 4, 840
M 10" 10.•750 .262 10.226 12 240 - 36420
M 12" 12.750 .311 12.128 6/8 120/160 •.2,100
SDR - 32.5 125 P S t -� - - -- - •- -l- -�T
4.500 .138 4.224 63 1,260 .20,160
M 6" 6.625 .204 6.217 28/32 560/640 8,400
M 8" 4 8.625 .265 8.095 15/10 300/200 4, 840
M 10" - 10.750 .331 10.088 12 240 3,420
M 12" D 12.750 .392 11.966 6/8 120/160 2,100
SDR - 26 160 PSI
-_--------- --- --- - --•- -
M 2" f .; 2.375 .091 2.193 204 4,080 65,280-
M 3" 6 3.500 .135 3.230 88 1,760 28,160
M 4" r- 8f.° ` 4.500 • .173 4.154 63 1,260 20,160
M 6" '•0 6.625 .255 6.115 28/32 560/640 8,400
M 8" 8.625 .332 7.961 15/10 300/200 4,840
M 10" '12- 10.750 .413' 9.924 12 240 3,420
M 12" . 12.750 .490 11.770 6/8 120/160 2.100
U
SDR - 21 200 PSI
M 2" + 4'.:9 2.375 .113 2.149 204 41080 65,280
l4 3" 80 3.500 .•167 3.166 88 1,760 28,160
i 4" �9,; ti0', 4.500 .214 4.072 63 1,260 20,160
t9 6" 4w+: 6.625 .316 5.993 28/32 560/640 8400
M 8" } 14�. 8.625 .410 7.805 15/10 300/200 4,�40
M 10" °; "U p� 10.750 .511 9.728 12 240 3,420
M 1211 12.750 .606 11.538 6/8 120/160 ' 2, 100
Prices are subject to a firm policy of"Price in effect at time of shipment on regular purchase."
Possession of this page of a price list does not constitute an offer to sell.
*Freight regulations wor equipment may reduce maximum footage per truckload.
All prices F.O.B. manufacturing location.
L =normal stock item at Lubbock,Texas
M =normal stock item at Macon. Georgia
Joints Per Quart. of )Lubricant
(Furnished)
4' 85
6" 60 Additional Lubricant
8" 45
10" 35 y .
12" 25 12 Qt. per casei
15" 15 4 Gal. per case X, 00
•sgali''
18, 12LI�f
21" 10
24" 8
27" 5
2

4t
Muni
,'JreJL• 1
•% t
e S,� •0'9�
rd;
Figure No.4
THRUST BLOCKS
1.Tee: —
1 & 2. Plugged End of Tee
J. 90' Elbow
4. End Cap$or Plugs `
S. Valve
6. Sleep Incline -8
,

on each Aldo df the pipe to prdvide'Ylsppork fre8 frosti voids. final bAcknU ohly aftet th6 initihnuin depth of cover has been
Cara sisould be takest to Avoid defotsnliQ; dlaplaciiia, or placed said only witis pipe h&vissg wall thlcknasses greatafj than
damaging the plpi during this phaie of the operation,
--�0 Final baekfllt.•. ftCTIOt4 7-SPfiCIAL CONSIDERATIONS
CA.A i ihbiil..After plpellne ts's dt jl, ilnij•backfdl ihill be
placed ind spread lit approxli6it:ly.uhirb m.laye,ri In such i M. Gil) howl.1ot•i'u6W baskit fdinti. When the pipe b8li,g ist=
manner as to fill the 6eincli eonipletely-io thit.theri will be tlo stilled is piovided with htbbet.elsket jolrits, bell holes sha11 be
unfilled spaces under or about locks or lumps bf earth In the excavated in the bedding material to allow,for the unobstructed
backflll. Final backfill shall be free of large rocks,frozen clods issembly of tho Joiht.Care ihoWd be taken that the bell hole la no
and other debris greater than 76 inm(3 In.)lit diameter,itolling IArger,tititt riett:ssary tti acedinplish proper joint assembly.Whet&the
equipment or heavy tampers shbitld be died ltj•consolidate the •jotht hii'beeti tnide; the bell.We should be carefully filled with
'CABLE 11--THA'VS1'BLOCZIl G ANia ANCHORS Irbil,t PtWtl3MtlNli tltitldAJ'It)k YIPkLINEk '
, � � S�e$ Y..1LtuitiDlY tkii v>.drldtitt breAiliifi sir the abproDzliti va1W .�
r� Phil"lii tIA idlloirliik table to ob6l i loth thrust In N-(lb):
fs 'r t:s'o.'. +. 181t'$t,illE.TlltttfST P'ACTOit3+. •''
PIDd Slzi tleid kind 90e ,16e 22.1/2
6�g': rA•� �. li! id�i+ I'' at°lac klbovi kiboilr Elbow
vl,j. I 2.26 1.15 `
2 60, .,•' 1 4.66 6.46 3.60 1.78
24/2 .: 63.6 . , �8.86' 9.40.'' 6.10 2.60
g 7611 9.90, 13.9 7.61 8.82
8-1/2 12.§ 18.1 9.81 4.99
4 . 101.8 16.2 23.0 12:4 6.31
6 127.0 24.7 36.0 18.9 9.63
+� 6 162.4,•.•, 84.8 4D.2 26.7 13.8
Fit S'o g 203.2 lie.0 93.6 46.2 23.0
.V; y.lr. id ' 264.0 D1.d 130.0 70.0 36.8
} .ril• .��.� f a� 304.8 12D.d 182.0 98.6 60.3
,... •: Szl ,% •y .
�: Dist 4 Based do thrust rai kpi(0alibressure
B1ockLak for 6rosA may not be needed with toms branch lines.
J. Detirinliii thi beiLiini strength of the soli Prom the table
t'P P,e bilo*i
"I�! �i IiEAIt1N0 9TR>±NGTif OF SOILS +
"
. Solls aixl Site IteazLiY Loadi lb)li2 kra
e6iind Skiale ' 100.00 478.8
Cemekfted Gravel AAA$ir d'
ult to blek. 4 000 : 143.6.8 -
-
Coiir"xa6 iitd find coninict 5di(d 000 w 14 96.8
Medium Clay-Cili bi Apaded 1000 47.9
S,s •• "•.+�°• soft Clay
�► tdi1 �ei'tOps Muck ,0 0
"K
SUP 8. Dlvlde the total tlskust obtiiiie'd iri $tep 1 by the bearing
strength bf tha troll to 16t the are*needed,m2(ft )•
SIDIC TIMUST ALTEitRAtk f1tOdk6tiItE
rips 51Z® Side Thzus!-Der Degrese
' lii. erint lU _ N
r 1.1/2 38.1 6.1 r 22.7
2 60.8 7.9 36.1
2-1/2 fi3.6 il.d 61A
V. g 76.2 17.1 76.1
8-1/2 88.9 22.4 99.8
4 101.6 28.3 126.9
6 127.0 43.1 191.7
s:e 8 162.4 60.6 , I 270.E
8 203.2 f03.0 468.2
10 264.0 160.0 711:7
12 904.8 1000.8
k , 4 Basod osi tide thrust bir b89 UA(llio pal)Draasure Der degtaa of s
NOTE: Mulllpiy ild6 tlil•iilt frohl ULU by"ai iebs of dsllectloit
'a'•�i� �, times kpi (psl)dlvldad by 100•to oUlalfi total ■ldi thitsst lit N(lb).

Swine Farm Waste Management Odor Control Checklist
Source Cause DIAN to Minimize Odor Site Specific Practices
Farmstead Swine production jN Vegetative or wooded buffers;
0 Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals R Dry floors
Floor surfaces • Wet manure-covered floors ® Slotted floors;
.0 Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
Manure collection pits • Urine; ❑ Frequent manure removal by flush,pit recharge, T
• Partial microbial decomposition or scrape;
❑ Underfloor ventilation
Ventilation exhaust fans • Volatile gases; ® Fan maintenance;
Dust IM Efficient air movement
Indoor surfaces a Dust A Waslidown between groups of animals;
M Feed additives;
❑ Feeder covers;
R Feed delivery downspout extenders to feeder
_ ce+►�ers
Flush tanks • Agitation of recycled lagoon ❑ Flush tank covers;
liquid while tanks are filling ❑ Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater ❑ Underfloor flush-with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon JO Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lill stations • Agitation during sump tank ❑ Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater ❑ Box covers
or junction boxes conveyance

Source Odor Site Specific Practices
Cause BMPs to Miaimite
A nation during wastewater Ig Extend discharge point of pipes underneath
End of drainpipes at g lagoon liquid level
lagoon conveyance --
Lagoon"surfaces Volatile gas emissions; � Proper lagoon liquid capacity;
Biological mixing; ff Correct lagoon startup procedures;
• Agitation ® Minimum surface area-to-volume ratio;
F1 Minimum agitation when.pumping;
❑ Mechanical aeration;
❑ Proven biological additives
pressure agitation; Irrigate on dry days with little or no wind;
Irrigation sprinkler High 1h P
nozzles • Wind driftg Minimum recommended operating pressure;
® Pump intake near lagoon liquid surface;
❑ Pump from second-stage lagoon
Storage tank or basin • Partial microbial decomposition; o Bottom or midlevel loading;
surface Mixing while filling; ❑ Tank covers;
Agitation when emptying ❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants T
Settling basin surface • Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
Mixing while filling;
level;
Agitation when emptying ❑ Remove settled solids regularly
Agitation when spreading; ❑ Soil injection of slurryAludges;
Manure,slurry or sludge g
spreader outlets • Volatile gas emissions El Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
olatile gas emissions while ❑ Soil injection of slurry/sludges
Uncovered manure, • V
slurry or sludge on field drying ❑ Soil incorporation within 48 hrs.;
surfaces ❑ Spread in thin uniform layers for rapid drying;
❑ Proven biological additives or oxidants
Carcass decomposition ($ Proper disposition of carcasses
Dead animals
Dead animal disposal • Carcass decomposition O Complete covering of carcasses in burial pits;
❑ Proper location/construction of disposal pits
pits
Incinerators
Incomplete combustion ❑ Secondary stack burners

'Cause Site Specific Practices
Y BMPs to Minimize Odor
Source ^~ Grade and landscape such that water drains
Standing water around • Improper drainage; away from facilities
facilities . Microbial decomposition of
organic matter
Manure tracked onto • Poorly maintained access roads !� Farm access road maintenance
public roads from farm
access —
R.......... Available From
Additional Information : --- -- NCSU,County Extension Center
Swine Manure Management; 0200 Rule/BMP Packet NCSU-BAE
EBAE Fact Sheet NCSU-BAE
Swine Production Farm Potential Odor Sources and Remedies:Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge g NCSU-BAE
Swine Production Facility Manure Managemt Underfloor
Treat�imlen andaStorageon re.EBAE 103E-83 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-Swine Extension
NC Pork Producers Assoc
Controlling Odors from Swine Buildings; P1H-33 NCSU Agri Communications
Environmental Assurance Program ; NPPC Manual rt from the Swine Odor Task Force Florida Cooperative Extension
Options for Managing Odor; a repo
Nuisance Concerns in Animal Manure Management:Odors and Flies; PR0107� 1995 Conference Proceedings

Insect Control Checklist for Animal operations
BNLPs to Contra]insects
Site Specific Practices
Source
Cause Liquid Systems
• Accumulation of solids O Flush system is designed and operated
Flush Gutters sufficiently to remove accumulated solids from
gutters as designed.
C3 Remove bridging of accumulated solids at
discharge
Crusted Solids ® Maintain lagoons,settling basins and pits where
Lagoons and Pits pest breeding is apparent to minimize the
crusting of solids to a depth of no more than b-
8 inches over more than 30%of surface.
• Maintain vegetative control along banks of
Decaying vegetation
Excessive Vegetative lagoons and other impoundments to prevent
Growth accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
Dry Systems
O Design,operate and maintain feed systems(e.g.,
Feeders Feed Spillage bunkers and troughs)to minimize the
accumulation of decaying wastage.
al Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during winter).
educe moisture a
Feed Storage • Accumulations of feed residues Round immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
C3 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

f
Source Cause
BMPs to Control Insects. Site Specific Practices _
Animal Holding Areas • Accumulations of animal wastes ❑ Eliminate low.areas that trap moisture along
and feed wastage fences and other locations where`waste
accumulates and disturbance by animals is
minimal.
❑ Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes(i.e.,inspect for and
remove or break up accumulated solids as
needed). - ------- - — -— ------
Dry Manure Handling • Accumulations of animal wastes CIRemove spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
Systems during winter)wher6 manure is loaded for land
application or disposal.
❑ Provide for adequate drainage around manure
stockpiles.
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed. � y_ -�_- -- ---- - -
sion Service,Department of Entomology,Box 7613,North Carolina State University,
Fo
r more information contact the Cooperative Exten
Raleigh,NC,27695-7613.

�Usb gcrtte�s Case InSect c0
Ac ntr0/chLcklIS
cu B t for4nln7al
di
zagooxrs and Of solids O fps to COntr ®p�ratl®nS
Alts Flush Lic ®1 j11Sc
to re System 41 fste cts
!s
xces rested solids Re sig edve accu �agne and o
® Viso �Ve brill ell Solids�Ae tell su c, Site S
°wth 1 ve V egetatiVe ha gfn comic
ai �a1 e g Ofacc� o gvtte1S entjy e P��
o
y
I
l
f
I I
I I
I
f
I

3
EMER -E'SC ACTION PLAID
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System(EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (MRCS)
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.
1. Stop the release of wastes.Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
a. Lagoon overflow-possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field-actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23,2016

d. Leakage from flush systems, houses,solid separators-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house,flush systems, or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage,put in
a submersible pump,and pump back to lagoon.
2) If holes are caused by burrowing animals,trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury,fish kills,or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office,phone number:
.After hours, emergency number: 1-800-858-0368.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:
. Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number:
2 November 23, 2016

2) local SWCD office,phone number:
3) local NRCS office,phone number:
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS,Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR and technical assistance agencies to rectify
the damage,repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
3 November 23,2016