310294_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality !
Division of Water Resources
I
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 Slane
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 nor leave any question unanswered Please verify all information and make any necessary correcdons below.
Application mast be signed and dated by the Permium
1. Farm Number. 31-0294 Certificate Of Coverage Number: AWS310294
2. Facility Name: H&J Nursen#1-3
3. Landownees Name(same as on the Waste Management Plan): Jason F Phillips
4. Landownees Mailing Address: 279 Johnson Church Rd
City: Warsaw Stale: NC Zip: 2839&S741
Telephone Number. 910-290-0138 Ext. B-mail:
5. Facility's Physical Address: 279 Johnson Church Rd
City: Warsaw State: tLQ Zip: 28398
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
B. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"Notre"): Murohv-Brown LLC
10. Operator Name(OIC): Jason F.Phillips Phone No.: 910-290-0138 OIC#: 25 0022
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 7,800
_ Ooerstioa Tyne:
Swine Catee - - .>x'
Wean to Fmuh Deny C
Wean to Feeder Din Fledes yr.n_
Farrow to Finish .'m Co. =_..-_ Sbetr,_ :-te,
Feeder to Finish Dry Con- _ _ Sheep-Od=
Farrow to Wean Beef Stocker Calf T
Farrow to Feeder Beef Feeder
Boar/Smd Beef Broad Cow War Poultry
Gilts Other Non Laying Pulict
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Lim Type Estimated Design Freeboesd
Structure Date (Clay,Synthetic, Capacity Surface Aria 'Redime
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 3 3/ 4 oe ! / ,Z3 /RS 19.50
z /$- 93 C/ '999 gepsgosp, 19.50
3 &53 2 1. 2So 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed appiisticn
as required by NC Cameral 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 soectaffst containing:
a. The method by which waste is applied to the disposal fields t e.e.imcsnoa in:xtim,ere.(
b. A map of"cry field used for land application(for example nniimc-nsi
c. The soil sores 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
t The maximmn PAN to be applied to every land application field
g. The waste application windows for every crop milized in the WUP
It 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 C rabol Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method toted-Usz_e e- esed updated
7. Lagoon/storage pond capacity documentation Ids-.P+. :t:caizns. etc
complete. Also provide any site evaluations. wtdm4
your facility.
8. Operation and Maintenance Plan
If you CAWMP includes ate n_.(e.g,composting,digesters,waste vansfe-.e::
.As a second option to mailing paper copies of the application package. .au can sun and email one t3xee r-^_ f !e
application and all the CAWMP Items above to: [e-mail]

I attest that this application has becn 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 arc 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, my person who knowingly makes any false statement,
representation, or certification in my application may be subject to civil penalties up to $25,000 par 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):
Tide:
Name: n
Signature: ( Date:
Name: Title-
Signature: Date:
Name: Title:
Signature: Date: !i
THE COWLETED 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]
Frmail:[e-mail]
FORM: RENEVVAAL-STATE GENERAL 02/2019
r,R

Version—November 26,2018
Mortality Management 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
❑ Burial 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;cater
(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.
El ❑ Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
54 Rendering at a rendering plant licensed under G.S. 106-168 7.
❑ Complete incineration according to 02 NCAC 52C.01C2..
❑ ❑ A composting system approved and permitted by the NC De ent of Aaiaiirs S Ca-
sumer Services Veterinary Division(attach copy of permZ;. !f tts'post is tfsniat�d o;F-ras�n_
additional requirements must be met and a perme is rears from NC^£Q.
❑ ❑ In the case of dead poultry only,placing in a disposal pt:*z s,:e a^= aa7roreed Cw'_±e
NC Department of Agrculture S ConSLmer Services GS X-5+;'_
❑ ❑ Any method which, in the prey sicna' :j:rion?cf.t a Sxe yew mar-ar_. royd rr me aessie
the salvage of part of a dear a-iTa s ,a'_e r-: =e-=•+^ct►r+, ors a I -
(Written approval by the Stae'.eter-ara- -_s-Ze
Mass Mortality Plan _
Mass mortal1i plans are re---re.-:r's -s �•xsc c. a ',=es V--1r "!ese ylanq w-
also recommender for al:anima.operations. Th;s clac wxlr'as+a^r-sazc: ^crafty rca,,
agement methods to be used for mass mortality. The NCDABCS Veternary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidancE.
• A catastroohic mortality disposal Nan s ca-t the"ac s _-';.Y= a - s as-.aFc
when numbers of dead ari-a's a=ce-: y-S-:tea.-. -=s as s`---Sec:.;t r
Veterrarar_
• Bural r.-s*be=re r acz-f ca-.s w? p,-.e•� 3e sr"_�fe S .era ax
DMs':cr rec:.la;xs a s a z
• Mass bi-al sates a•e s ;a_tc a:.::x^a oerrrc rmarditiorff b+eiee a icoty v anaea
waste rrarage^.e^,syste^r.-- !
• In tine ever:cf ^river.-^ea:c'_- :sesse -w_ errs t e Swe *emN1UMWvw4W.s.,
add Gcra temp--ray prccerures c -eas - ti stce a ac rnlrn e = _ .
i atvreo -a ^w-<r/Rlanayer sae
natureof Tec 'cai Speclal.t _-_

Nutrient Management Plan For Animal Waste Utilization
05-01-2013
This plan has been prepared for: This plan has been developed by:
H&JNursery#1&#3(31-294) Billy W Houson
Jason Phillips Dupl in Soil& Water
279 Johnson Church Rd 165 Agriculture Dr.
Suite B
Warsaw, NC 28398 Kenansville, NC 28349
910-293-3480 910-296-2120 ext3
W
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement -
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: 1,v 3�
Technical Specialist Signature Date
------ ----------------------------------------------------------------------------------------------------------------------------------------------------------
760188 Database Version 3.1 Date Printed: 05-01-2013 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 1,499,800 gals/year by a 7,800 animal
Swine Nursery Lagoon Liquid operation.This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 3431
Incorporated 5893
Injected 6490
Irrigated 3730
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied-(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 3,730 11421 -7,691 4,606,018 -351165218
Year 2 35730 11903 -8,173 497545632 -3,2642832
Year 3 3,730 10543 -61,813 42405,502 -2,915,702
------------------o--u--
Note: In srce ID, S means standard source,U means user defined source.
`Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
760188 Database Version 3.1 Date Printed: 05-01-2013 Source Page 1 of 1

Narrative
This WUP has been revised to reflect the addition of land owned by Mr Phillips. Pulls p 11 A,C and F
will be made using above ground pipe as needed.The row crop rotation on pulls A,B and C will be
followed by a winter smallgrain crop that may be grazed and/or cut for hay, sorghum grain may be
substituted for the corn or soybeans as desired and still maintain a nutrient defficent.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
760188 Database Version 3.1 Date Printed: 05-01-2013 Narrative Page 1 of 1

The table shown below provides a summary ofthe crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
1328 E 3.00 3.00 N/A Autryville Hybrid Bermudagrass Hay 5.5 Tons
1328 F 3.07 3.07 N/A Autryville Hybrid Bermudagrass Hay 5.5 Tons
1350 p1 0.65 0.65 N/A Orangeburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
1350 p10 2.28 2.28 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
1350 p11 2.51 2.51 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
1350 pl lA 2.70 2.70 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
1350 p12 1.85 1.85 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
1350 p13 2.31 2.31 N/A Norfolk Sorghum,Grain 55 CWT
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
Corn,Grain 115 bu.
1350 p14 1.51 1.51 N/A Norfolk Sorghum,Grain 55 CWT
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
Corn,Grain 115 bu.
1350 p15 1.39 1.39 N/A Norfolk Sorghum,Grain 55 CWT
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
Corn,Grain 115 bu.
1350 p16 1.21 1.21 N/A Norfolk Sorghum,Grain 55 CWT
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
Corn,Grain 115 bu.
1350 p2 1.25 1.25 N/A Marvyn Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
1350 p3 0.50 0.50 N/A Autryville Small Grain Overseed 1.0 Tons
760188 Database Version 3.1 Date Printed 5/1/2013
PCs Page 1 of 3
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Hybrid Bermudagrass Pasture 5.5 Tons
1350 p4 0.90 0.90 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
1350 p5 1.05 1.05 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
1350 p6 2.45 2.45 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
1350 p6A 1.45 1.45 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
1350 p7 2.45 2.45 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
1350 1 p8 2.45 2.45 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
1350 p9 2.55 2.55 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
73445 A 3.02 3.02 N/A Norfolk Corn,Grain 115 bu.
Small Grain Overseed 1.0 Tons
Soybeans,Manured,Double Crop 35 bu.
Sorghum,Grain 55 CWT
73445 B 3.03 3.03 N/A Norfolk Corn,Grain 115 bu.
Small Grain Overseed 1.0 Tons
Soybeans,Manured,Double Crop 35 bu.
Sorghum,Grain 55 CWT
73445 C 2.85 2.85 N/A Norfolk Corn,Grain 115 bu.
Small Grain Overseed 1.0 Tons
Soybeans,Manured,Double Crop 35 bu.
Sorghum,Grain 55 CWT
73445 D 3.07 3.07 N/A Orangeburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
PLAN TOTALS: 49.50 49.50
760188 Database Version 3.1 Date Printed 5/1/2013
PCs Page 2 of 3
NOTE: Symbol*means user entered data.

LI Potential Leaching Technical Guidance
2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
760188 Database Version 3.1 Date Printed 5/1/2013
PCS Page 3 of 3
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number ores of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (Ibs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID I Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1328 E S5 Autryville 3.00 3.00 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 109.85 0.00 329.54 0.00
1328 F S5 Autryville 3.07 3.07 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 1 brig. 275 109.85 0.00 337.23 0.00
1350 pi S5 Orangeburg 0.65 0.65 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 12.98 0.00
1350 1 pi SS 10rangeburg 0.65 0.65 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 88.68 0.00 57.64 0.00
1350 pl0 S5 Autryville 2.28 2.28 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 45.54 0.00
1350 plo S5 Autryville 2.28 2.28 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 183.97 0.00
1350 PH SS Autryville 2.51 2.51 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 brig. 50 19.97 0.00 50.13 0.00
1350 1 PH SS Autryville 2.51 2.51 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 202.53 0.00
1350 pl iA S5 Autryville 2.70 2.70 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 53.93 0.00
1350 p11A S5 Autryville 2.70 2.70 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 217.86 0.00
1350 p12 S5 Autryville 1.85 1.85 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 36.95 0.00
1350 1 p12 SS Autryville 1.85 1.85 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 149.27 0.00
1350 1 p13 SS Norfolk 2.31 2.31 Sorghum,Grain 55 CWT 3/15-8/31 98 0 *0 Irrig. 98 39.15 0.00 90.43 0.00
1350 p13 S5 Norfolk 2.31 2.31 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 43.94 0.00 101.50 0.00
1350 p14 S5 Norfolk 1.51 1.51 Sorghum,Grain 55 CWT 3/15-8/31 98 0 *0 brig. 98 39.15 0.00 59.11 0.00
1350 p14 S5 Norfolk 1.51 1.51 Feat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 37.70 0.00
760188 Database Version 3.1 Date Printed: 5/1/2013 WUT Page 1 of 8

Waste Ut, .ion Table Year l
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
pbs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applia 1000
Tract Field I ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1350 p15 SS Norfolk 1.39 1.39 Sorghum,Grain 55 CWT 3/15-8/31 98 0 *0 brig. 98 39.15 0.00 54.41 0.00
1350 p15 S5 Norfolk 1.39 1.39 Wheat,Grain 60 bu.. 9/1-4/30 125 0 0 Ir ig. 63 24.97 0.00 34.70 0.00
1350 p16 S5 Norfolk 1.21 1.21 Sorghum,Grain 55 CWT 3/15-8/31 98 0 *0 Irrig. 98 39.15 0.00 47.37 0.00
1350 p16 S5 Norfolk 1.21 1.21 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 brig. 63 24.97 0.00 30.21 0.00
1350 p2 S5 Marvyn 1.25 1.25 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 24.97 0.00
1350 p2 S5 Marvyn 1.25 1.25 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 Irrig. 205 81.89 0.00 102.36 0.00
1350 p3 S5 Autryville 0.50 0.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 9.99 0.00
1350 p3 S5 Autryville 0.50 0.50 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 40.34 0.00
1350 p4 S5 Autryville 0.90 0.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 17.98 0.00
1350 p4 S5 Autryville 0.90 0.90 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 brig. 202 80.69 0.00 72.62 0.00
1350 p5 SS Autryville 1.05 1.05 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 20.97 0.00
1350 p5 S5 Autryville 1.05 1.05 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 brig. 202 80.69 0.00 84.72 0.00
1350 p6 S5 Norfolk 2.45 2.45 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 brig. 50 19.97 0.00 48.93 0.00
1350 p6 S5 Norfolk 2.45 2.45 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 88.68 0.00 217.26 0.00
1350 p6A S5 orfolk 1.45 1.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 28.96 0.00
1350 p6A S5 Norfolk 1.45 1.45 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 88.68 0.00 128.58 0.00
1350 p7 S5 Autryville 2.45 2.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 48.93 0.00
1350 p7 S5 Autryville 2.45 2.45 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 197.68 0.00
1350 p8 SS Norfolk 2.45 2.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 48.93 0.00
1350 p8 SS Norfolk 2.45 2.45 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 88.68 0.00 217.26 0.00
1350 p9 S5 Autryville 2.55 2.55 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 501 19.97 0.00 50.93 0.00
1350 p9 S5 Autryville 2.55 2.55 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 07 0 Irrig. 202 80.69 0.00 205.75 0.00
760188 Database Version 3.1 Date Printed: 5/1/2013 WUT Page 2

--)Waste Uti►. TableJar 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Rcq'd Applied Applied (acre) (acre) (Field) (Field)
Obs/A) Obs/A) Obs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID I Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
73445 A SS Norfolk 3.02 3.02 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 44.34 0.00 133.90 0.00
73445 A SS Norfolk 3.02 3.02 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 Irrig. 50 19.97 0.00 60.32 0.00
73445 B SS Norfolk 3.03 3.03 Com,Grain 115 bu. 2/15-6/30 131 1 0 20 Irrig. 111 44.34 0.00 134.34 0.00
73445 B S5 Norfolk 3.03 3.03 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 Irrig. 50 19.97 0.00 60.52 0.00
73445 C S5 Norfolk 2.85 2.85 Com,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 44.34 0.00 126.36 0.00
73445 C S5 Norfolk 2.85 2.85 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 Irrig. 50 19.97 0.00 56.92 0.00
73445 D S5 Orangeburg 3.07 3.07 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 61.31 0.00
73445 D S5 Orangeburg 3.07 3.07 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 brig. 222 88.68 0.00 272.24 0.00
Total Applied, 1000 gallons 4,606.02
Total Produced, 1000 gallons 1,489.80
Balance, 1000 gallons -3.116.22
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,--symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
760188 Database Version 3.1 Date Printed: 5/1/2013 WUT Page 3 of 8

Waste Uti, .ion Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
pbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applies 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1328 E SS Autryville 3.00 3.00 Hybrid Bermudabggrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 109.85 0.00 329.54 0.00
1328 F S5 Autryville 3.07 3.07 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 109.85 0.00 337.23 0.00
1350 pl SS Orangeburg 0.65 0.65 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 12.98 0.00
1350 pl SS Orangeburg 0.65 0.65 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 88.68 0.00 57.64 0.00
1350 p10 SS Autryville 2.28 2.28 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 45.54 0.00
1350 p10 SS Autryville 2.28 2.28 Hybrid Bermudagrass Pasture 5.5 Tons *3/I-10/31 202 0 0 Irrig. 202 80.69 0.00 183.97 0.00
1350 pl] S5 Autryville 2.51 2.51 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 50.13 0.00
1350 p11 S5 Autryville 2.51 2.51 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 202.53 0.00
1350 p11A SS Autryville 2.70 2.70 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 53.93 0.00
1350 p11A S5 Autryville 2.70 2.70 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80,69 0.00 217.86 0.00
1350 p12 S5 Autryville 1.85 1.85 Small Grain Overseed 1.0 Tons 10/I-3/31 50 0 0 Irrig. 50 19.97 0.00 36.95 0.00
1350 p12 SS Autryville 1.85 1.85 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 149.27 0.00
1350 p13 S5 Norfolk 2.31 2.31 Wheat,Grain 60 bu. 9/14/30 125 0 0 Irrig. 63 24.97 0.00 57.67 0.00
1350 p13 S5 Norfolk 2.31 2.31 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 126.41 0.00
1350 p14 SS Norfolk 1.51 1.51 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 37.70 0.00
1350 p14 S5 Norfolk 1.51 1.51 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 82.63 0.00
1350 PIS S5 Norfolk 1.39 1.39 Wheat,Grain 60 bu. 9/14/30 125 0 0 Irrig. 63 24.97 0.00 34.70 0.00
1350 p15 SS Norfolk 1.39 1.39 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 76.07 0.00
1350 p16 SS orfolk 1.21 1.21 Wheat,Grain 60 bu. 9/14/30 125 0 0 Irrig. 63 24.97 0.00 30.21 0.00
1350 p16 SS Norfolk 1.21 1.21 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 66.22 0.00
1350 p2 SS Marvyn 1.25 1.25 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 24.97 0.00
1350 p2 SS Marvyn 1.25 1.25 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 brig. 205 81.89 0.00 102.36 0.00
760188 Database Version 3.1 Date Printed: 5/1/2013 WUT Page 4

Waste Utz i Table ear 2
Nitrogen Cornm Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
pbs/A) pbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID I Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1350 p3 S5 Autryville 0.50 0.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 9.99 0.00
1350 p3 S5 Autryville 0.50 0.50 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 1 0 0 Irrig. 202 80.69 0.00 40.34 0.00
1350 p4 S5 Autryville 0.90 0.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 17.98 0.00
1350 p4 SS Autryville 0.90 0.90 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 72.62 0.00
1350 p5 SS Autryville 1.05 1.05 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 20.97 0.00
1350 p5 SS Autryville 1.05 1.05 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 84.72 0.00
1350 p6 S5 Norfolk 2.45 2.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 48.93 0.00
1350 p6 S5 Norfolk 2.45 2.45 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 88.68 0.00 217.26 0.00
1350 p6A S5 Norfolk 1.45 1.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.971 0.00 28.961 0.00
1350 p6A SS lNorfolk 1.45 1.45 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 88.68 0.00 128.58 0.00
1350 p7 SS Autryville 2.45 2.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 48.93 0.00
1350 p7 S5 Autryville 2.45 2.45 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 brig. 202 80.69 0.00 197.68 0.00
1350 p8 S5 Norfolk 2.45 2.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 48.93 0.00
1350 p8 S5 Norfolk 2.45 2.45 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 brig. 222 88.68 0.00 217.26 0.00
1350 p9 S5 Autryville 2.55 2.55 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 50.93 0.00
1350 p9 S5 Autryville 2.55 2.55 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 205.75 0.00
73445 A SS Norfolk 3.02 3.02 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 Irrig. 50 19.97 0.00 60.32 0.00
73445 A S5 Norfolk 3.02 3.02 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 brig. 137 54.72 0.00 165.27 0.00
73445 B S5 Norfolk 3.03 3.03 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 brig. 50 19.97 0.00 60.52 0.00
73445 B S5 Norfolk 3.03 3.03 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 165.81 0.00
73445 C SS Norfolk 2.85 2.85 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 brig. 501 19.97 0.00 56.92 0.00
73445 C S5 Norfolk 2.85 2.85 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 155.96 0.00
760188 Database Version 3.1 Date Printed: 5/1/2013 WUT Page 5 of 8

Waste Uti►. on Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) pbs/A) pbs/A)
Source Total Use. Applic. AppGa 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
73445 D SS Orangeburg 3.07 3.07 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 61.31 0.00
73445 D SS Orangeburg 3.07 3.07 Hybrid Bermudagrass Pasture 6.5 Tons "3/1-10/31 222 0 0 Irrig. 222 88.68 0.00 272.24 0.00
Total Applied, 1000 gallons 4,754.63
Total Produced,1000 gallons 1,489.80
Balance,1000 gallons -3,264.83
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,—symboI means leased,otherwise,owned. 2. Symbol*means user entered data.
760188 —) Database Version 3.1 Date Printed: 5/1/2013 \ WUT Page 6

Waste Uth. Table ear 3
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManumA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) pbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1328 E SS Autryville 3.00 3.00 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 109.85 0.00 329.54 0.00
1328 F SS Autryville 3.07 3.07 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 109.85 0.00 337.23 0.00
1350 p1 SS rangeburg 0.65 0.65 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 12.98 0.00
1350 pl S5 Orangeburg 0.65 0.65 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 88.68 0.00 57.64 0.00
1350 p10 S5 Autryville 2.28 2.28 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 45.54 0.00
1350 p10 S5 Autryville 2.28 2.28 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 183.97 0.00
1350 pl 1 SS Autryville 2.51 2.51 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 50.13 0.00
1350 PH SS utryville 2.51 2.51 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 brig. 202 80.69 0.00 202.53 0.00
1350 pl1A S5 Autryville 2.70 2.70 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 53.93 0.00
1350 p11A S5 Autryville 2.70 2.70 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 217.86 0.00
1350 p12 S5 Autryville 1.85 1.85 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 36.95 0.00
1350 p12 S5 Autryville 1.85 1.85 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 149.27 0.00
1350 p13 S5 Norfolk 2.31 2.31 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 44.34 0.00 102,42 0.00
1350 p14 S5 Norfolk 1.51 1.51 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 44.34 0.00 66.95 0.00
1350 p15 S5 Norfolk 1.39 1.39 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 44.34 0.00 61.63 0.00
1350 p16 S5 Norfolk 1.21 1.21 Com,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 44.34 0.00 53.65 0.00
1350 p2 S5 Marvyn 1.25 1.25 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 24.97 0.00
1350 p2 S5 Marvyn 1.25 1.25 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 Irrig. 205 81.89 0.00 102.36 0.00
1350 p3 SS Autryville 0.50 0.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 9.99 0.00
1350 p3 SS Autryville 0.50 0.50 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 40.34 0.00
1350 p4 =tryville
tryville 0.90 0.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 17.98 0.00
1350 p4 0.90 0.90 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 72.62 0.00
760188 Database Version 3.1 Date Printed: 5/l/2013 WUT Page 7 of 8

Waste Uti, ion Table Year 3
Nitrogen Cantu Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManurrA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) abs/A) (lbs/A)
Source Total Use. Applic, Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1350 p5 SS Autryville 1.05 1.05 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 20.97 0.00
1350 p5 S5 Autryville 1.05 1.05 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 80.69 0.00 84.72 0.00
1350 p6 SS Norfolk 2.45 2.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 48.93 0.00
1350 p6 S5 Norfolk 2.45 2.45 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 brig. 222 88.68 0.00 217.26 0.00
1350 p6A SS Norfolk 1.45 1.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 28.96 0.00
1350 p6A S5 Norfolk 1.45 1.45 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 88.68 0.00 128.58 0.00
1350 p7 S5 Autryville 2.45 2.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 48.93 0.00
1350 p7 SS Autryville 2.45 2.45 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 brig. 202 80.69 0.00 197.68 0.00
1350 p8 S5 Norfolk 2.45 2.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 48.93 0.00
1350 p8 S5 Norfolk 2.45 145 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 88.68 0.00 217.26 0.00
1350 p9 S5 Autryville 2.55 2.55 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 50.93 0.00
1350 p9 SS Autryville 2.55 2.55 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Lrig. 202 80.69 0.00 205.75 0.00
73445 A S5 Norfolk 3.02 3.02 Sorghum,Grain 55 CWT 3/15-8/31 98 0 *0 Irrig. 98 39.15 0.00 118.22 0.00
73445 B SS Norfolk 3.03 3.03 Sorghum,Grain 55 CWT 3/15-8/31 98 0 *0 Irrig. 98 39.15 0.00 118.61 0.00
73445 C SS Norfolk 2.85 2.85 Sorghum,Grain 55 CWT 3/15-8/3I 98 0 *0 Irrig. 98 39.15 0.00 111.56 0.00
73445 D SS Orangeburg 3.07 3.07 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 61.31 0.00
73445 D SS Orangeburg 3.07 3.07 Hybrid Bermudagrass Pasture 6.5 Tons *311-10/31 222 0 0 trig. 222 88.68 0.00 272.24 0.00
Total Applied,1000 gallons 4,211.29
Total Produced,1000 gallons 1,489.80
Balance,1000 gallons -2,721.49
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol * means user entered data.
760188 J Database Version 3.1 Date Printed: 5/l/2013 J WUT Page 8

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
1328 E Autryville 0.60 1.0
1328 F Autryville 0.60 1.0
1350 pl Orangeburg 0.50 1.0
1350 p10 Autryville 0.60 1.0
1350 pll Autryville 0.60 1.0
1350 p l l A Autryville 0.60 1.0
1350 p12 Autryville 0.60 1.0
1350 p13 Norfolk 0.50 1.0
1350 p14 Norfolk 0.50 1.0
1350 p15 Norfolk 0.50 1.0
1350 p16 Norfolk 0.50 1.0
1350 p2 Marvyn 0.50 1.0
1350 p3 Autryville 0.60 1.0
1350 p4 Autryville 0.60 1.0
1350 p5 Autryville 0.60 1.0
1350 p6 Norfolk 0.50 1.0
1350 p6A Norfolk 0.50 1.0
1350 p7 Autryville 0.60 1.0
1350 p8 Norfolk 0.50 1.0
1350 p9 Autryville 0.60 1.0
73445 A Norfolk 0.50 1.0
73445 B Norfolk 0.50 1.0
73445 C Norfolk 0.50 1.0
73445 D Orangeburg 0.50 1.0
760188 Database Version 3.1 Date Printed 5/l/2013 IAF Page l of 1
'NIOTF• C�imlhnl *mPanc vm-r PntPrPrl rl%tn

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for j
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge-Standard
Corn 120 bu 150 13.16 19.85 39.71 59.56
Hay 6 ton K.Y.E. 300 26.32 9.93 19.85 29.78
Soybean 40 bu 160 14.04 18.61 37.22 55.84
..........................................................................................................................................................................................
760188 Database Version 3.1 Date Printed: 05-01-2013 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity ofthe facility. Ifthe available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Avail&le e Cal)acity
Source Name Swine Nursery Lagoon Liquid Design Storage Capacity(Days
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 111
1 2 133
1 3 180
1 4 180
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 180
1 11 180
1 12 180
2 1 180
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 180
2 11 164
2 12 147
3 1 144
3 2 164
------------------------------------------------------------------------ -------------------------------------------------------------------------------------.....
760188 Database Version 3.1 Date Printed: 05-01-2013 Capacity Page 1 of 2

Avail astt StoranC
Source Name Swine Nurse Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 i80
Plan Year Month Available Storage Capacity(Days)
3 3 180
3 4 180
3 5 180
3 6 180
3 7 180
3 8 180
3 9 180
3 10 180
3 11 168
3 12 156
*Available Storage Capacity is calculated as of the end of each month.
...................................................................................................................................................................
760188 Database Version 3.1 Date Printed: 05-01-2013 Capacity Page 2 of 2

Required Specifications For Animal Waste Management
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.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
760188 Database Version 3.1 Date Printed: 5/1/2013 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
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.
760188 Database Version 3.1 Date Printed:5/1/2013 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
fo"`11 evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
760188 Database Version 3.1 Date Printed:5/1/2013 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen-based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
...................................................................................................................................................................
760188 Database Version 3.1 Date Printed: 5/1/2013 Specification Page 4

Crop Notes
The following crop note applies to field(s): A,B,C,p 13,p 14, p 15,p 16
Corn: CP,Mineral Soil,medium leaching
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting.When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): E,F
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5'to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
760188 Database Version 3.1 Date Printed: 05-01-2013 Crop Note Page 1 of 5

The following crop note applies to field(s):A,B,C,D,pl,p6,p6A,p8
Small Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase-the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): p2
Small Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30;and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): p10,pl 1,pI IA,p12,p3,p4,p5,p7,p9
Small Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential. Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
760 1 88 Database Version 3.1 Date Printed: 05-01-2013 Crop Note Page 2 of 5

The following crop note applies to field(s): p10,pl.1, p11A,p12,p3, p4,p5,p7,p9
Bermudagrass: CP,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): p 13, p 14,p 15,p 16
Wheat: Coastal Plain,Mineral Soil,medium leachable
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2"deep and increase the seeding rate.by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till.Adequate depth control when planting the wheat is essential.Review the NCSU Official Variety
"green book"and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February-March.The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): A,B, C,p 13,p 14,p 15,p 16
Grain Sorghum
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
760188 Database Version 3.1 Date Printed: 05-01-2013 Crop Note Page 4 of 5

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WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner/Operator Name Jason Phillips COUNTY Duplin
Adress 526 Abner Phillips Rd
Warsaw, NC 28398 DATE 04/25/01
Telephone [phone] FACILITY 31.832
TABLE 1 - Field Specifications
Approximate Maximun Maxlumn
Hydrant acres acres acres Maxlmun Length Width Application Application
or start end middle stop and Useable Size of of Rate(3) per Irrigation
Tract Ilaid(1) wetted wetted wetted of field(2) pulls pulls Slope cycle(3)
Number Number area area area (acres) Table column in test in feet Soll Type ) crop(s) in/hr) Qnches)
13MI p10 0.45 1.83 0 2.2a EE70 I B-C 4"1 160 NOA 1 0.5 ComWheatSoybean 0.5 1
-1-3501 p1l 0.45 2.05 0 2.51 EE70 B-C 561 160 NOA 0.5 Cam Whea an 0.5 1
1350 p12 0.45 1.4 0 1.85 EE70 B-C 3W 160 NOA 0.5 Com,Wheat,Soybean 0.5 1
1350 p13 GA5 1.B6 0 Z31 EE70 B-C 506 160 NOA 0.5 Com,Wheat.So can 0.5 1
1330 P14 0.23 1.28 0 1.51 EE70 B-C 532 105 NOA 0.5 CornWheatftybean 0.5 1
1330 PIS I GAS 0.941 0 1.39 EE70 8�c 255 160 NOA 0.5 ComWheatSoybean 0.5 1
1350 p16 OAS 0.761 0 1.21 EE70 B-C 206 1601 NOA 1 0.5 Com,Wheat.Saybean 0.5 1
1 sea attached map.
2 Total veld acreage minus required buffer areas.
3 Refer to N.C.Irrigation guide,Field Office Technical Guide.Section II G.Anwal application must not exceed the agronomic rates for the sag and crop used.
Wettable Acre Computational Worksheet Completed by, Billy W Houston Date 1425.01

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner/Operator Name Jason Phillips COUNTY Duplin
Adress 526 Abner Phillips Rd
Warsaw, NC 28398 DATE 04/25/01
Telephone [phone] FACILITY 31.832
TABLE 1 . Field Specifications
Approximate Maximun Maxlumn
Hydrant acres acres acres Maximun Length Width Application Application
or start end middle stop and Useable Size of of Rate(3) per Irrigation
Tract fleid(1) wetted wetted wetted of field(2) pulls pulls Slope cycle(3)
Number Number area area area (acres) Table column in feet In feet gag Crop(s) in/hr) (inches)
13501 p10 0.45 1.83 0 228 EE70 B-C 4991 160 NOA 0.5 lComWheat.Scyboan 0.5 1
1350 p11 0.45 2A6 0 2.51 EE70 B-C 561 160 NOA 0.5 jCorn.WheatSoybean 0.5 1
13501 p12 0.45 1.4 0 1.85 EE70 B-C 380 160 NOA 0.5 lOom.Wheat,Soybean 0.5 1
13501 p13 OAS 1.86 0 2.31 EE70 B-0 506 160 NOA 0.5 Com,Wheat,So bean 0.5 1
13501 p14 0.23 128 0 1.91 EE70 B-C 532 105 NOA 0.5 CornWheatSoyboan 0.5 1
13501 pLS 045 0.94 0 1.39 EE70 B-C 255 160 NOA 0.5 CornWheaUuLimn 0.5 1
1350 p16 OAS 0.76 0 1.21 EE70 I B-C M* 160 NOA 0.5 ComWheatftybean 0.5 1
1 sea attached map.
2 Total field acreage minus required buffer areas.
3 Retar to N.C.Irrigation guide,field Offim Technical Guide,Section II G.Annual application must not exceed the agronomic rates for the son and crop used.
Wettable Acre Computaticnal Worksheet Completed by: Bi I ly W Houston Date 14.25.01

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WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner/Operator Name Jason Phillips COUNTY Duplin
Adress 526 Abner Phillips Rd
Warsaw, NC 28398 DATE 04/25/01
Telephone [phone] FACILITY 31.832
TABLE 1 • Field Specifications
Approximate Maximun Maxlurnn
Hydrant acres acres saes Maximun Length Width Application Application
Of start end middle stop end Useable Site of of Rate(3) per Irrigation
Tract field(1) wetted wetted wetted of field(2) pulls pulls Slope cycle(3)
Number Number area area area (acres) Table eohtmn in feet In feet Sail T M Crop(s) In/hr) (inches)
13501 P1 0.25 0.4 0 0.65 EE70 B•C 217 80 NQA 05 Com,Whe an 0.5 1
1350 2 0.4 0.85 0 1.25 EE70 B-C 255 145 NOA 0-5 Com,Wheat,S an 0.5 1
1350 p3 0.25 0.25 0 0.5 EE70 B-C 136 80 NOA 0.5 Cam Wheat,5 an 0.5 1
1350 4 04 0.5 0 0.9 EE70 B-C 198 110 NOA 05 Unn.Whant, n 0.5 1
1350 5 0.25 03 0 1.05 EE70 B-C 498 70 NOA 0.5 Bermuda/Small in 0.5 1
1350 6 0.45 2 0 2.45 EE70 B-C 547 160 NOA 0.5 Bermuda/Smail rain 0.5 1
1350 p6a 0.45 1 0 1.45 EE70 I B-C 2431 160 NOA 0.5 Summer,Winter Annual 0.5 1
1350 p7 OAS 2 0 2.45 EE70 B-C 547 160 NOA 05 I8ermud&/Sq*L 0.5 1
1350 P8 OAS 2 0 2.45 EE70 B-C 547 160 NOA 0.5 Bormuda/Smat rate 0.5 1
13501 0.45 2.1 0 2.55 EE70 8•C 567 160 NOA 0-5 lCornWheakSaybean 0.5 1
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Rotor to N.C.Irrigation guide.Fiats Office Technical Guide,Section 1[ 0.Annual appliratton must not exceed the agronomic rates for the soil and crap used.
Wettable Acre Computational Worksheet Completed by: Willy Wt Houston Date 104 5.01

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner/Operator Name Jason Phillips COUNTY Duplin
Adress 526 Abner Phillips Rd
Warsaw, NC 28398 DATE 04/25/01
Telephone [phone] FACILITY 31.832
TABLE 1 • Field Specifications
Approximate Maximun Maxtumm
Hydrant acres acres acres Maximun Length Width Application Application
or start end middle stop end Useable Sire of of Rate(3) per Irrigation
Tract field(1) wetted wafted wetted of field(2) pulls pulls Slope cycle(3)
Number Number area area area (acres) Table column in feet in feet SaB T ) Crops m/hr
13501 pl 0.251 0.4 0 0.65 EE70 I B-C 2171 60 NOA 05 lCcrn,Wheat,Soybean 0.5 1
13501 p2 0.4 0.85 0 1.25 EE70 B-C 255 145 NOA 0-5 ComWheat.Spybean 0.5 1
1350 ip3 0.25 0.25 0 0.5 EE70 B•C 136 80 NOA 0.5 Corn,WhcaLSqjbean 0.5 1
1350 p4 0.4 0.5 0 0.9 EE70 B-C 198 110 NOA 05 Ccrn,Wheat, bean 0.5 1
1330 5 0.25 0.8 0 1.05 EE70 B-C 498 70 NOA 0.5 Bermuda/Sm09-min 0.5 1
1350 p6 0.45 2 ol 2.45 EE70 B-C 547 160 NOA 1 0.5 Bermuda/Small rain 0.5 1
1350 p6a 0.451 1 0 1A5 EE70 I B-C 243 160 NOA 0.5 Summer,WMr Annual 0.5 1
L13510L7 0.45 2 0 2.45 EE70 B-C 547 160 NOA 05 Bermuda/Smallgrain 0.5 1
0.45 2 0 2.45 EE70 B•C 547 160 NOA 0.6 6ermuda/Smal rain 0.5 1
L
OA5 2.1 0 2.55 EE70 8-C 567 160 NOA 0.5 Com,Wheat,Soybean 0.5 1
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C.Irrigation guide.Field 0tftce Technical Guide,Section II 0.Annual application must not exceed the agronomic rates for the sail and crop used.
Wettable Acre Computational Worksheet Completed by; Ibilly W Houston I Date 104.25.01

^ '
erator:Harry Phillips Count Duplin Co. Date: 10/26�95
s ` 'ce to nearest residence (other than owner) : 1500. 0 feet
AVERAGE LIVE WEI8HT (ALW)
0 sows <farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrowt(3 feeder) x 522 lbs. = 0 lba
0 head <finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
2600 head (wean to feeder) x 30 lbs. = 78000 lbs
Describe other :
: 0
/ u^*� wveraBe Live wezght = 78000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. A L W x Treatment Volu III e (CF) /lb. A L W
Treatment Volume (CF) /lb. ALW an 1 CF/lb. ALW
Volume = 78000 cubic feet
STORAGE VOLUME FOR GLUDGE ACCUMULATION
Voiu III e = 0. 0 cubic feet
[OTAL DEGIGNED VOLUME
I»side top length (feet) --------------------- 155. 0
f Inside top width (feet) ---------------------- l50. 0
Top of dike elevation (feet) ----------------- 100. 4
Bottom nf lagoon elevation (feet> ------------ 90. 4
Freeboard (feet) ----------------------------- ' 1 . N
Side slopes (inside l ) "
agoon ------------------ 3. 0 : 1
Total design volume using pris III oidal formula
S3/EH�1 SS/END2 SS/SIDE1 SS/6IDE2 LENGTH EPTH
3. 0 3. 0 3. 0 3. 0 149. 0 144. 0 9. 0
AREA 0F TOP
LEN8TH * WIDTH =
149. 0 144. 0 21456 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
95. 0 90. 0 8550 (AREA OF BOTTOM)
AREA OF MIDGECTION
LENGTH * WIDTH * 4
3.22. 0 117. 0 57096 (AREA OF MIDSECTIUN * 4)
CU. FT. = [AREA TOP + U. MIDSECTION) + AREA BOTTOM] * DEPTH/6
21456. 0 57096. 0 8550. 0 1 5
. .
Total Designed Volume Available = 130653 CU. F1'.

^ �
TE ORARY 8TORA8E REQUIRED
DRAINAGE AREA:
LaQoon (top of dike)
LenQth * Width =
155. 0 150. 0 23250. 0 square feet
Buzldings (roof and lot water)
0. 0 square feet Describe this area.
' TOTAL DA 23250. 0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in Qal. /day per 135 lb. ALW 1. 37
Volume = 78000 lbs. ALW/135 lbs. A&W * 1. 37 gal/day 180 days
Volume = 142480 Qals. or 19048. 1 oubic feet
,ji0q.ume of wash water
This is the amount of fresh water used for washing floors ur volume
of fresh water used for a flush system. Flush systems that recirculatw
the lagoon water are accounted 5A.
Volume = 0. 0 gallons/day * 180 days storage/7. 48 gallons
CF
Volume = 0. 0 cubic feet per
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by larQest allic I unt.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume 562. 5 cubio feet
�
/

^ "
' ume of 25 year - 24 hour storm
V
o l ume| = 7. 5 inches / 12 inches per foot * DA
'
Volum 14531 . 3 cubic feet
|
TOTAL KEQUIRED TEMPORARY GTORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
5C. 13563 cubic feet
5D. 14531. cubic feet
TOTAL 4*7142 cubic feet
SUMMARY
'Temporary storage period l'Es 0 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall==================> 7. 5 inches
Freeboard===================================> 1 . 0 feet
Side slopes=================================> Cl : J.
Inside top length===========================/ 155. 0 feet
Inside top width============================> 150. 0 feet
Top of I.di elevation=======================> 100. 4 feet
Y' Bottom of lagoon elevat1on=======................=======> 90. 4 feet
Total required volu III e=======================> *
Actual design volume========================> *
Geasonal high watertable elevation (GHWT) ===>
Stop pumping elev > 96^ 7 feet
Must be > or = to the SHWT elev. ==========> 96 7 feet
. . ��
Must be > or = to min. req. treatment el. => 96. 4 feet
Required minimum treatment vo1ume===========> 78000 cu. ft.
Volume at stop pumping 78894 cu. ft.
8tart pumping elev. =========================> 98. 5 feet *
Must be at bottom of freeboard & 25 yr. rainfal1
Actual volume less 25 yr. - 24 hr. rainfall==> 116122 cu. ft.
Volume at start pumping elevation===========} 112046 cu. ft.
Required volume to be pumped================> 32611 cu. ft. *
Actual volume planned to be pumped==========> 33152 cu.
thickness of soil ,liner when required==> 1 . 5 feet
DESIGNED 1*.1 y 041W APPROVED BY:
DATE: ~�/°� ���� ��»�� DATE: ��
NOTEn 8EE ATTACHED WASTE UTILIZATION PLAN
COMMENTG:
��

READY
AA AP AC f_4D PIE AF AG AH
COMMANDS ARE
4Dist. nearest residence (other than owner) ==> AVAILABLE FROM
5Sow s (farrow to finish) --===—_.______.=______=y ANYWHERE IN
6SOws (farrow to feeder)------==== -==========> THE PROGRAM
7Head (finishing)=—============___==_:_=___===>
8Sows (farrow to wean) _______—____.___.________=y TO PRINT DESIGN:
9Head (wean to feeder) —___--______—____._______> 2640 \pd
10Stor-age volume for sludge ac•ci_im. (c'.t. ft. ) ===>
11-freatment Volume (min. 1 cu. ft. per lb. )===> 1 TO CLEAR DESIGN:
1 E I n s i d e top length=________________•_—__—____=y 98 \cd
13I n s i d e top 199
14Top of dike at e 1 e vat i on===================:=> 52. 00 TO QUIT W/0 SAVE:
15Fr-eeboard====--====---==---=======--========> 1. 0 \q
16Side Slopes===========----===—_======-----==> 0
L■
1725 year — 24 hour ra i n f a I 1=====__=_____=====> 7. 5 TO GOTO SEEDING:
18Aottom of lagoon at elevat ion=--============> 39. 20 \sr,
19Total required volume===-----======> 122153
EOTotal design volume available======> 1 4576 TO PRINT SPECS:
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0 ,,, ator:Harry Phillips County: Duplin Date: 03/15/93
Distance to nearest residence (other than owner) : 1300. 0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
2640 head (wean to feeder) x 30 lbs. - 79200 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 79200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 79200 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 79200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
lot Calculated at the owner's request. Owner will be responsible for removal.
I. TOTAL DESIGN VOLUME
Inside top length 200.0 feet Inside top width 100. 0 feet
I r11 Top of dike at elevation 51.4 feet
Freeboard 1. 0 feet ; Side slopes 2 . 5 1 (Inside lagoon)
Total design lagoon liquid level at elevation 50.4 feet
Bottom of lagoon elevation 40. 1 feet
Seasonal high water table elevation 43 . 0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2 . 5 2 .5 2 . 5 195. 0 95. 0 10. 3
AREA OF TOP
LENGTH * WIDTH =
195. 0 95. 0 18525. 0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
143 .5 43 . 5 6242 .3 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
169.3 69 . 3 46882 . 3 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
18525. 0 46882.3 6242. 3 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 122998 CU. FT.
14

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
200. 0 100. 0 20000.0 square feet
Buildings (roof and lot water)
Length * Width =
0. 0 0. 0 0.0 square feet
TOTAL DA 20000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 79200 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 19341 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7.48 gallons
Volume = 0. 0 cubic feet 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 = 11666. 7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 12500. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19341 cubic feet
5B. 0 cubic feet
5C. 11667 cubic feet
5D. 12500 cubic feet
TOTAL 43508 cubic feet
6. SUMMARY
Total required volume 122708 cubic feet
Total design volume avail. 122998 cubic feet
Min• req, treatment volume plus slud
ge dge accumulation 79200 cubic fe
At elev. 47. 8 feet Volume is
79588 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is
110498 cubic feet
At elev. 49. 7 feet Volume is
110383 cubic feet (start pumping)
Seasonal high water table elevation 43 . 0 fe
et
• DESIGNED BY: % �
. APPROVED BY:
DATE:
�S-j3 DATE:
SCS DOES NOT CERTIFY THAT
EXCNOTE: SEE ATTACHED WASTE UTILIZATIO. _ AREACORIOM AND FILL VOLUMES
RECT
I
16

Operator,:Har•r-y Phillips Co-unty Duplin Date : 03/31/92
Distance to nearest residence (other than owner,) : 14 41. 0► feet
1. STEADY STATE LIVE WIEIGHIT
.�, - -
_ E�:'~ is t f I '�1 r.`": i s 1-a '_Lt -- IZ, i:+z
0 sGv 3 (fai'`r-cLw i:v feed -r-) X 522 lbs. kl lbs
C. heaJ- (finis hing only) x 130 lbs. = 0 lbs
�"' sG�•;3 (farrow tc ���an> x 433 1h3. - 0 1Ls
E600 head (wean to feeder-) x 30 1`us. = 780.0Z lbs
TOTAL STEADY STATE L I':E W'E I GHT (SSLW) -- 7 S I Z C-0 l b B
REDUI RE D TREATMENT VCL UXE CF LAGOON
VciI tJ_ - 73000 lbs. SSL_W x Tr eatm:?nt '•:i:f1+.:tite (CF) /1b. G3 W
C /lb ' r
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SI+_i01e Will L— t,W01,0_-d Zl_. 7122.0
T� 1 top _ J_t• i n c.• r� .0 L . T 1 }. r _+1.�.- + = 1-., y- }-
•I:i..l_.L' 1. op 1 ens N11 :32: t, i t a-V � 111:�1CA z13 iwit_.Nil a.�...'• t• 1
cj..,E _ . '43. 2 fee!:
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LEN'sTH * WIDTH =_
176. 0 116. 0. C,t 41 E•. e. (AREA OF TOP,)
AREA CF BOTTOM
LENGTH * WIDTH
_
13. 0 53. 10. 5989. 0 (AREA OF BOTTOM)
nREA OF MIDSECTIC11,21
LENLTH WIDTH
v 4. ,.r.'f 11•S 8••1 1. ky (A.:-r, 0; "�I L"'SE C T I C".! =i•)
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^
�. TEMPORARY STORAGE REQUIRED
c� <top af dika>
Le�gth * Width =
185. 0 125. 0. 23125. 0 squara feet
Buildings (rcof and lot water)
Length * Width = '
0. 0 0. 0 squara fset
TOTAL C.A 23125. Q square feet
Cesigo temporary st�rage p�riod to be 180 days.
��. Voluna of waste prcducad '
oxinato dail� pr�durtion c� mancra in CF 'LB SS LW 0. Q�136
�
�alczB = 78�]���� L�s. S3L% * CF of W Lb. /Day * 13" days
�9%,48 cu�ic feet
was!-.
This is tha amount of frash water used for washin� fl�cr� 6' volume
� f �ras� u.�tar :s�� ��r a flc�h sy�tem. Flu�h s�ste�s that recir�ulat
t a c.n watear a/LA o ed for in 5A.
dc,ys stcra 7. 3 lans
' per CF
V�lunm = [�. 0 cubiz f E a t
�olu�a cf rai��all in ss of evaporation
i�sc per�c� of tica a LA eads e v a uration by Qast amo���
days exzess rainfa% l = 7. 0 inchss
Vol-um a = 7. Q 1n * DA 12 ir.Ches per foot
Vslume = 13489. 6 cubio feet
� w

• o
5 D. Volume of 25 year — is 4 hour s t o r+T.
Volume = 7. 5 inches / 12 inches pet, foot # DA
TuTAL REQUIRED TEMr-IOR i xY STORAGE
%c, 1912148 bj
5B. 0 CU'Uic feet
5C. 1345'2-1 cubic feet
5D. 1445.3 cubic feelf
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SEE ATTACHED WASTE UT I L;2GT I ON 1LAN
Iq

Operator: ___________________________________>Harry Phillips
County: _____________________________________>Duplin
Dist . to nearest residence (other than owner) : ft .
rs (farrow to finish) :===----------------->
, ,4s (farrow to f eeder) :____________________>
head (finishing
sows (farrow to wean) : ______________________>
head (wean to feeder) : ______________________> 2600
Ave. Live Weight for other op erations (lbs . ) : >
Storage volume for sludge acdum. (cu. ft . ) :=>
Treatment Volume (min. 1 cu. jft . /lb. ) :==____> 1 . 0
25 Year - 24 Hour Rainfall (inn. ) . _-_________> 7 . 5
Rainfall in excess of evaporation (in. ) ===__> 7 . 0
Drainage area of buildings & lots (sq. ft . ) : >
Volume of wash water (gallons/day) ====______>
Temporary storage period (days) : =-=_________> 180
Freeboard (ft . ) . _______________ __ 1
Side slopes (inside lagoon) . ________________> 2 . 6 1
Inside top length (ft . ) : ____________________> 125 . 5
Inside top width (ft ) : _________------- -__ 185
Top of dike elevation (ft . ) .______ ________> 49 . 1
Bottom of lagoon elevation 35 . 7
Seasonal high water table (SHWT) elev.. (f t . ) :_>
Total required volume : ==_=_________> 125103 cu. ft
Actual design volume :====_______===>165423 .52 cu. ft .
•
Stop pumping el . (> or = to 0 . 0 ft SHWT> 43 . 4 ft .
(> or = to 41 . 7 ft Min)
Required minimum treatment volume : 78000 cu. ft .
el-rt
ume at stop pumping elevation: 80063 cu. ft .
elev.Pumping .---------------- - -----> 47 . 4 ft
volume at start pumping elevation: �150662 cu. ft . .
Actual volume less 25yr-24hr rain: 150912 cu. ft .
NOTE: Verify that temp. storage is adequate:
Req, volume to be pumped:====> 32592 cu.. ft .
Actual volume to be pumped: ==> 70599 cu. ft .
�.a

Operator: ==_________________________________>Harry Phillips
County. _=====------==== ----______________>Duplin
D' t . to nearest residence (other than owner) : ft .
(farrow to f inish) : =------------------=>
s,.ds (farrow to f eeder) :____________________>
head (finishing only) . ______________________>
sows (farrow to wean) . ______________________>
head (wean to feeder) . ______________________> 2600
Ave. Live Weight for other operations (lbs . ) : >
Storage volume for sludge accum. (cu. ft . ) :=>
Treatment Volume (min. 1 cu. ft . /lb. ) :==____> 1 . 0
25 Year - 24 Hour Rainfall (in. ) . ==____-____> 7 . 5
Rainfall in excess of evaporation (in. ) ===__> 7 . 0
Drainage area of buildings & lots (sq. ft . ) : >
Volume of wash water (gallons/day) ---=____-_>
Temporary storage period (days) :===_---_--__> 180
Freeboard (ft . ) .____________________________> 1
Side slopes (inside lagoon) :________________> 2 . 6 1
Inside top length (ft . ) : =___________________> 125 . 5
Inside top width (ft . ) ._____________________> 185
Top of dike elevation (ft . ) .________________> 49 . 1
Bottom of lagoon elevation (ft . ) : ==_________> 35 . 7
Seasonal high water table (SHWT) elev. (f t . ) :=>
Total required volume : _____________> 125103 cu. ft .
Actual design volume : ====______====>165423 . 52 cu. ft .
Stop pumping el . (> or = to 0 . 0 ft SHWT> 43 . 4 ft .
(> or = to 41 . 7 ft Min)
Required minimum treatment volume : 78000 cu. ft .
rume at stop pumping elevation: 80063 cu. ft .
rt pumping elev. :=_______________________> 47 . 4 ft .
Volume at start pumping elevation: 150662 cu. ft .
Actual volume less 25yr-24hr rain: 150912 cu. ft .
NOTE: Verify that temp. storage is adequate :
Req. volume to be pumped:====> 32592 cu.. ft .
Actual volume to be pumped: ==> 70599 cu. ft .

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IEf

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rai and
wet periods. Y
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste. ,
Iviaintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes---look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

• Lagoon surface---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
41 Transfer Pumps---check for proper operation of:
1. recycling pumps
4 2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, m a large amount of.vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely surprised by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
• Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring
bacterial establishment (due to warmer weather).
P b to maximize
5. It is recommended that a new lagoon be seeded with sludge from a health
working swine lagoon in the amount of 0.25 percent of the full lagoon y
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6.. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
PH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Practice water conservation---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for-the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid d
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
,full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
• have more odor, and
require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with achopper-agitator impeller
pump through large-bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and cro
requirement. Waste application rates will be discussed in detail in Chapter 3. p
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag-line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being
stop the activity immediately and not resume until you are sure thatdtheurbed, you should
removed without liner injury. If the liner is dama d it must be repaired as be
soon udge as
possible. P
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil-test phosphores it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value..
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

EMERGENCY ACTION PLAN
PHONE NUMBERS
-)IVISION OF WATER QUALITY (DWQ) g _
EMERGENCY MANAGEMNET SERVICES (EMS) (910))296-2900
(
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 91*029 _ 160
NATURAL RESOURCES CONSERVATION SERVICE (NRCS ( ) 6_2120
COOPERATIVE EXTERSION SERVICE (CES ) (910)2 962121
) [phone]
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 you 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 ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

proper lagoon sizing,
mechanical solids separation of flushed waste
• gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper-agitator impeller
pump through large-byre sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag-line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil-test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

_rr... Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels---high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

-f-"�� INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids Vf Flush system is designed and operated
sufficiently to remove accumulated
soi s from gutters as designed.
( emove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids ( sintain lagoons,settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Vegetative Decaying vegetation ( sintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
( ) Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
{ ) Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes ( ) Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
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).
P%MIC--November 11, 1996

I
Jry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis (e.g.7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked W--p'oe'rtain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
Ila
V OWN (Landowner Signature)
ej
(Farm Name)
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
1: 695-7613.
HMIC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
.rce Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production egetative or wooded buffers;
U.R6ecommended best management
practices;
(,3 ocd judgment and common sense
Animal body surfaces Dirty manure-covered animals (J-&ry floors
Floor surfaces Wet manure-covered floors (4,81�tted floors;
(J,V aterers located over slotted floors;
{) Feeders at high and of solid floors;
{) Scrape manure buildup from floors;
(44nderfloor ventilation for drying
Manure collection pits Urine (*V'requent manure removal by flush,pit
reecharge,or scrape
Parital micorbial decomposition (141nderfloor ventilation
Ventilation exhaust fans Volatile gases; Q f=an maintenance;
Dust (12fficient air movement
Indoor surfaces Dust Qlwashdown between groups of animals
() Feed additives;
{) Feeder covers;
{) Feed delivery downspout extenders to
feeder covers ,
r� anks Agitation of recycled lagoon () Flush tank covers
liquid whiles tanks are filling {) Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater ( nderfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling () Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater {) Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ( roper lagoon liquid capacity
Biological mixing (.yr',`orrect lagoon startup procedures
Agitation (•Hopi imum surface area-to-volume ratio
(,' inimum agitation when pumping
{) Mechanical aeration
{) Proven biological additives
Irrigation sprinkler nozzles High pressure agitation { rrigate on dry days with little or no wind
Wind draft (�imum recommended operation pressure
(17um(✓Pump intake near lagoon liquid surface
,� {) Pump from second-stage lagoon
h.,�C--November 11, 1996

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOI
L AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
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 you 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 ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment to catch all
( seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1