040007_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 04-0007 Certificate Of Coverage Number: AWSO40007
2. Facility Name: Gold Creek Farm
3. Landowner's Name (same as on the Waste Management Plan): Travis M Lookabill
4. Landowner's Mailing Address: PO Box 954
City: Wadesboro State: NC Zip: 28170
Telephone Number: 704-690-0411 Ext. E-mail: lookabill`rr windstream.net
5. Facility's Physical Address: 656 Deep Creek Rd
City: Wadesboro State: NC Zip: 28170
6. County where Facility is located: Anson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Travis M. Lookabill Phone No.: '1 "'
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Wean to Feeder 3,552
OIC #: 22567
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)Fe
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
fin5
(7/
04100
3oder)
19.00
1
y
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed bl the owner and a certified technical specialist. containing:
Ni a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
\ b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
i The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
V 6. Mortality Control Checklist with selected method. noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if tiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a papal et`t yt the corporation):
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Travis M Lookabill
Gold Creek Farm
PO Box 954
Wadesboro, NC 28170
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
RECENEDINCDEQIDY
IR
MAY p3MS
Water Quality
Replant OpetedofsS °
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deq.nc.gov/about/divisions/water-resources/water-nualit‘ -regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits. von must submit an application for
permit coverage to the Division. Enclosed you will fmd a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed signed and returned bv April 3. 2019.
Please note that you must include one (11 copy of the Certified Animal Waste Management Plan (CAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to S25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Fayetteville Regional Office, Water -Quality Regional Operations Section
Anson County Soil and Waternser—v)tioii L}istrict
AFOG Section Central Files-rAWSO40007
Murphy -Brown LLC {{.
North Cara: re Department of Emv.rorrrnenta t{ual ty TD3vs;tta of Water Reso:rroez
91z U. Ss"sb r _, St. 1 1631 Me S_ry Ceao-ter ka a gh, Ncrth Cerobla 27E99-1636
—� 919.7Q7.9�JaC

RttL; G-1,i. Creek I-a,is Tr 1
BROWN CREEK Soil Water Conservation District
Quits
WASTE UTILIZATION PLAN
Estimated Annual Waste & Nutrient Production
based on figures below
ANIMAL
WASTE
APPLY DESIGN SIZE ANNUAL WASTE
PROD. UNIT TYPE WASTE SYSTEM METHOD # CAPACITY
Swine wean -feeder Anerobic Lagoon Liquid irrigated
Waste Generation Figures from NRCS Tech. Guide - Practice Code 633
Amount of Waste Produced per Year*
Amount of PAN Produced per Year
3552
No rented land for waste utilization
*See footnotes for Table 1
PRODUCED
0.007 acre-inch/unit
USDA Natural Resources Conservation Service
PLANT AVAILABLE
NITROGEN (PAN)
68 Ib./ac: in.
24.9 acre -inch approx. 675157 gallons
1691 lb. Plant Available Nitrogen
*Amount of waste produced per year does not include excess wash water or run-off, if any.!?.
Applying all this waste in a timely manner is a bia job...requiring. time,planning and appropriate equipment.
The following land/field acreage in Table 1 and Table 2 will be needed for waste application based on crop grown
and waste application method listed. See Appendix 1 for a list of Soil Types, Realistic Yield Expectations, N
Application rates, and Commercial N use assumptions used to develop this plan. See recordkeeping FORMS
(attached) for required waste utilization records that need to be maintained.
Acres Owned by Producer
Table 1
Tract Field
1968 1 a,2, 3,4
1968
-1a,2,3,4
Crop Soils
Bermuda (grazed)
Ryegrass (grazed)
76B
76B
•
LB. N
Acres /Ac.* N / Utilized acre -inch Apply Month
7.7
.7.7
188
75
1447.6
577.5
Total
21.3
8.5
May- Aug
See Note-App1
* This N is from animal waste only. TOTAL 7.7 acs 2025 Ib.
- Indicates that this field is being overseeded (i.e. interplanted), or, that winter annuals follow summer annuals.
if nutrients from other sources such as commercial fertilizer are applied, they are accounted for in Appendix 1.
CAUTION: P and K may be over applied while meeting N requirements. In the future, regulations
North Carolina to have a nutrient management plan that addresses all nutrients (N, P & K). This plan only addresses Nitrogen.
Acres with Agreement or Long Term Lease
Table 2 (Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see Required Specification 2])
LB. N Total
Tract Field Crop Soils Acres /Ac.* N / Utilized acre -inch Apply Month
TOTAL
acs
I"
Ib. J
Platt Ammended 9/10/99
Ammended by REH - NRCS
Page 2 ANSON COUNTY NC

3ROWN CREEK Soil Water Conservation District
USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN
Totals from Table 1 & Table 2
Acres Lb.. N Utilized
Table 1
12.9 acs
3393 Ib.
Table 2
acs
Ib.
TOTAL
12.9 acs
3393 lb.
Amount of N Produced
***<Deficit> of PAN
1568 Ib.
-1825 Ib.
""'Must be 0 (zero) or <Deficit> in order to utilize all the animal waste N produced!
Table 1 & 2 Notes: - Acres shown are considered to be useable acres...excluding required buffers, filter strips, odd areas,
and perimeter areas where waste cannot be applied or equipment limitations may preclude full application
rates. Actual field acreage may, and likely will be, more than acres shown in the tables.
- See the attached map(s) showing fields referenced in these tables.
- The producer and waste applicator are responsible for ensuring that spreader (or irrigation) equipment
is calibrated, operated properly, and applies the correct rates to the acres shown in the tables. Failure
to apply recommended rates and amounts of nitrogen shown in the tables may invalidate this plan.
Important information for Application of Liquid Animal Waste
Refer to Waste Storage Facility Design/"As Built" Drawings or OEM Plan for amount of
temporary storage time, start pumping elevation & stop pumping elevation.
irrigation/application rates should not exceed the intake rate for the soil at the time of irrigation...or runoff and ponding can occur.
The irrigation/application rate Is controlled by initial soil moisture content, soil structure, soil texture, irrigation water droplet size,
and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen (PAN) applied exceed the nitrogen needs of the crop.
The producer and irrigation designer is responsible for ensuring that an irrigation system is installed to properly irrigate animal
waste on the acres shown in Tables 1 & 2. Failure to apply recommended rates and amounts of nitrogen shown in the tables
may invalidate this plan. Application of liquid waste by other methods (honey -wagon, etc.) is the responsibility of the producer.
The following information is provided (by soil type and crop) to plan and evaluate liquid waste application
schedules. These figures represent optimum irrigation or application rateslfreciuencies to meet crop water
needs and prevent water runoff.
Soil Type
76B
Crop
Pasture
" Min. Irreg..
Frequency
Days
Apply Rate
0.5 in./hour
** Apply Amount
0.5 inches
From NRCS Tech. Guide, Section 11- ENG - irrigation Interpretations
* This is the minimum rest period in days between irrigation on the same land area under optimum conditions.
" This is the maximum application amount allowed for the soil assuming nitrogen amounts for the
crop are not over applied. In many cases, the application amount shown cannot be applied due to
the nitrogen limitation. This maximum apply amount can be applied under optimum soil conditions.
Page 3
ANSON COUNTY NC

BROWN CREEK Soil Water Conservation District
USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN
Sludge:
This waste utilization plan must contain provisions for periodic land application of sludge at agronomic
rates. Sludge will be nutrient rich and require precautionary measures to prevent over application
Estimated Annual PAN from Sludge:
5yr Sludge Accumulation:
Broadcast Soil Incorporated
270 lbs. N 320 lbs. N
1350 lbs. N 1598 lbs. N
Based on a 5 year sludge removal schedule. estimated land area required for sludge disposal is:
7.5 acres of grass based on an application rate of 180 lbs. N per acre
20.0 acres of corn/soybeans based on an application rate of 80 lbs. N per acre
All the above figures are only estimates. Actual PAN and land area needed could vary 25% or more depending
on sludge nutrient analysis. soil types. crop. realistic yield. and application method. Likewise, sludge
disposal on a schedule other than every 5 years would drastically alter these estimates
Contact your technical specialist at the BROWN CREEK Soil & Water Conservation District Natural
Resources Conservation Service (formerly the Soil Conservation Service) Office in Wadesboro, (704)
694-2710, when you receive a waste analysis report. Request assistance calculating
allowable application rates and amounts prior to applying waste.
Narrative of Operation
Operation constructed to NRCS design and specs, and certified (0.200) 11/94. Underground main/hydrant
irrigation system installed by Greg Johnson, Bladen Co.
Operation sold by L. Kendall to present owner Travis Lookabill in 7/98. Transfer of ownership paperwork
transmitted to DWQ soon after sale.
Wettable Acres Certified with this ammendment to Waste Utilization Plan.
NOTE: Refer to Swine Waste Irrigation Application System Layout Map for field information.
Woods adjacent to some fields are wetted, these areas are outside what is considered "effective
wetted" area for this irrigation application system (>78% of "wetted radius") and nutirents applied
are considered minimal.
R1 CsiV ilNcDEQnwR
Water Qualiftu
Reg106210Perakaigiglitge
Plan Ammended 9/10/99
Ammended by REH - NRCS Page 4
ANSON COUNTY NC

BKOWN CREEK Soil Water Conservation District
USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN
Required Specifications
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct applica-
tion or direct discharge during operation or land application. Any discharge of waste which reaches surface water
is prohibited.
2. There must be documentation in the design folder that the producer either owns or has an agreement for use
of adequate land to properly apply the waste. If the producer does not own adequate land to properly dispose
of waste, he/she shall provide a copy of a written agreement with a landowner who is within reasonable proximity,
allowing use of their land for waste application. The owner of the animal facility is responsible for securing an
updated Waste Utilization Plan when there is a change in the operation....such as increased animal numbers,
method of waste application, or change in available land for waste utilization.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil
type, available moisture, historical data, climate conditions, and level of management, unless there are regulations
that restrict the rate of application of other nutrients.
4. Animal waste may be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons, but less than 10 tons per acre per year providing grass filter strips are installed where
runoff leaves the field. [See FOTG Standard 393 - Filter Strips].
5. Odors can be reduced by injecting waste or disking after waste application. Waste should not be applied
when the wind is blowing.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally
tilled cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding. (See "Weather & Climate in North Carolina" in
NRCS Field Office Technical Reference File - ENVIRONMENT for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite ,
or to surface waters and in a method which does not cause drift from the site during application. No ponding
should occur...to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste
to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall not be applied to crops more than 30 days prior to
planting, or to forages more than 30 days prior to breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: Waste application
cannot occur within 50 feet from a residential property boundary; a perennial stream, river, canal or irrigation ditch.
For other animal operations or swine facilities sited before October 1, 1995 - waste application cannot occur within
25 feet of perennial waters [See FOTG Standard 393 - Filter Strips]. NOTE: Local ordinances may preempt this.
Page 5
ANSON COUNTY NC

-BROW/4 CREEK Soil Water Conservation District USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways or wetlands by a discharge or by over -
spraying. Animal waste may be applied to prior converted wetlands provided they have been approved as a land
land application site by a "technical specialist". Animal waste should not be applied on grassed waterways that
discharge directly into water courses, and only then at agronomic rates provided the application causes no run-
off 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 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 break-
downs, 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 human consumption it should only be applied preplant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping
volume) of all animal waste lagoons. Pumping shall be managed to maintain liquid levels between the markers. A
marker will be required to mark the maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where
waste is applied. Nitrogen shall be the plant food element that determines application rates. Soil zinc and copper
levels shall be monitored and alternative crop sites used when these elements approach excessive levels. pH shall
be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be maintained for
5 years. Poultry dry waste application records shall be kept for three (3) years. Waste application records for all
other waste shall be kept for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 6
ANSON COUNTY NC

BROWN CREEK Soil Water Conservation District
USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN
Waste Utilization Plan Agreement
Name of Operation:
Gold Creek Swine Farm
Owner/ Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and main-
tenance procedures established in the approved animal waste utilization plan for the farm named
above. .i (we) know that any expansion to the existing designcapacity of the waste treatment
and storage system,or construction of new facilitieswill require a new certification to be sub=.
mitted to the North Carolina Division of Water Quality (NCDWQ) beforenew animals are stocked. I
(we) also understand that there must be no discharge of animal waste from this system to surface
waters of North Carolina from a storm event less than the 25-year, 24-hour storm. The approved
plan will be filed on-siteat the farm office and at the Brown Creek Soil & Water Conservation
District office in Wadesboro, NC. The plan wilt be available for review by NCDWQ upon request.
Facility Owner
Facility Manager
(if different from owner)
Person Preparing Plan
Travis
Date:
Date:
Affiliation: USDA -Natural Resources Conservation Service
1706 Morven Road
Wadesboro, NC 28170-3142
3 Ai
_tut pualit5'
wagoNsipparadonl ilPil
Plan Ammended 9/10/99
Ammended by REH - NRCS Page 7
ANSON COUNTY NC

BROWN CREEK Soil and Water Conservation District
Appendix 1 USDA Natural Resources Conservation Service
* Soil Map
Unit
Symbols
* CROP
I11 -JI
*Realistic
Yield
Estimate
(RYE)
Yield
Unit
**Recommended
Nitrogen application per
yield unit
76B COASTAL BERMUDA (grazed) 5 TONS 188 250
76B Ryegrass Overseeded 75 100
Ryegrass to be drilled into short (<3") bermuda sod by October 15
Waste application Requirements:
- last application to bermuda by August 31
- 37.5# N may be applied to/for ryegrass Sept 15 - Oct 30
- 37.5# N may be applied to ryegrass Feb - Mar
- ryegrass shoud be harvested by Apr 7...any N applied to ryegrass
Apr -May must be subtracted from PAN for bermuda
s-Lelthr i(1
AP(' J C
NOTES: Application rates based on grazing.
Nitrogen
application Commercial
rate planned Nitrogen Used
Nitrogen
Supplied by
Animal
Waste
(lb./acre) (lb./acre) (lb./acre)
188
75
0
0
* Soil -Crop Yield Data from NRCS Field Office Technical Guide - Section !! (unless shown otherwise)
** Recommended N rates from NRCS Field Office Technical Guide - Section IV, 390 Nutrient Management
188
75
WASTE UTILIZATION PLAN ANSON COUNTY NC

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Gold Hill Swine Farm
Swine Waste Irrigation Application System
Layout Map
Scale: 1" = 200'
eb
Hcg
Operation
we
I NOTES to Cperaton and -Wettable Acres' Determination
IMap surveyed in field with total station
Operation sited 1/19/94. Construction complete 11/16/94. 0.200 certifed 11/17/94
Setback Requirements - 25 from surface water. 100• from well
oQ
e,
ea
•
0
cp
cD
I
� l
m
1
Legend
fv—
ue t 766 f t from f Feld
nocSe 2C5' frcm 7eicacge
i
! 1 100 ft. buffer around well
• /
i ) Gun Diameter
X4
Hydrant - with gun cart pull 18ft.
Field Boundary - Fence Line
25 ft. buffer along perennial
water
x distance - gun spacing
y distance - lateral spacing

Gold Hill Swine Farm
Swine Waste Irrigation Application System
"As Installed" Evaluation & Quick Reference
Waste Utilization Plan Irrigation Parameters
Application Rate Max. Apply Amount
0.5 in/hr 0.5 in
Equipment & Settings
NELSON BIG GUN 100 R Ring, 0.71 in. nozzle ring dia.
60 PSI operating pressure 81 GPM Flow Rate 235 wetted dia.
BERKELY 10HP Electric 3600 RPM motor & pump w/ 7 718" impeller trim
—90 PSI @ pump
Calculations
Application Rate based on Formula for Traveler (single gun moved from hyd. to hyd. acts like traveler)
Applicatioin Rate — 96.3 X GPM X 360
3.14 X (0.9(Radius))2 ARC
Refer to Survey Map
Field No. - Hydrant ID
Field # 1A,2,3,4
a
b
c
d
e
f
ARC
360
Max. Appy
Rate*
0.5
360
0.5
360
360
Max. Rest Period
Application between Irr. Calculated
per Cycle* Cycles* Apply Rate
0.5
4
0.22
Calculated Total Time for
Max. Apply
2 hr.15 min.
135 min.
0.5
0.5 • 0.5
0.5 1 0.5
4
4
4
0.22
0.22
0.22
2 hr.15 min.
2 hr.15 min.
2 hr.15 min.
135 min.
135 min.
135 min.

h
J
k
m
360
0.5
360
360
360
360
360
from Waste Utilization Plan
Evaluation of "net wetted" acres
0.5.,
0.5
0.5
0.5
0.5
V•,'
Y
u.cc
z nr.lb min.
135 min.
0.5
4
0.22
2 hr.15 min.
135 min.
0.5
4
0.22
2 hr.15 min.
135 min.
0.5
4
0.22
2 hr.15 min.
135 min.
0.5
4
0.22
2 hr.15 min.
135 min.
0.5
4
0.22
2 hr.15 min.
135 min.
0.5
4
0.22
2 hr.15 min.
135 min.
Calculations
233 ft. WETTED DIA. (99% of gun spec. dia.)
average of 5 measured opposing radii on hydrant e
Refer to Survey Map
1.. <:1
a
b
c
d
e
f
g
h
k
m
360
360
360
360
360
360
360
360
360
360
360
360
360
Surveyed Spacing& Arc
175
176
187
196
210
210
197
203
210
210
210
210
75
76
80
84
Wettable Acres Compu tional Work eet complet gd by:.
[yi
90
90
PY
Robert E ftorton Jr, Technical Spedst Natur I R ource Conservation Service
•
Wetted Area Allowances (by calculation type)
z;ct; ;rjO'`�'
ru!
1
11,
25941
sex
Wetted Acres
0.60
25941
0.60
0
90
85
90
87
206
210
88
90
25941
0.60
25941
25941
0.60
0.60
25941
0.60
203
170
87
198
211
214
170
170
85
91
90
73
73
73
25941
0.60
25941
25941
25941
0.60
0.60
0.60
0
92
197
200
200
177
85
86
0
86
76
25941
0.60
25941
0.60
25941
0.60
7.74

w
•
MERGENCYJ.cTIONPLAN
Gold Creek Farm
•
4y�
Phone Numbers
Fayet v l e Regional Office
After Hours. Emergency Number
Brown Creek Soil & Water Cbnservation District
USDA Natural Resources Conservation Service
Wadesboro NC
694 2710.
Anson County _Emergency .Management
911
4
�s��aA,.�2.5�;
Implement this plan if any part of the waste management system for this operation fails
or results in overapplication of waste, or discharge of waste to the waters of North Carolina!
DO NOT. WAIT or PROCRASTINATE if there is a problem! Make every effort to ensure
that animal waste does not reach surface waters... or neighboring property!!! •
This plan should be posted and accessible to all persons invoied in the day-to-day
operation of this facility!!!
Post in a Prominent Place!!!
USDA-NRCS
BROWN CREEK SWCD
Anson County NC
1

Post in a Prominent Place!!!
at
Gold Creek Farm
1.
Stop the release of wastes Depending on the situation, this may or may not be possible.
actions are listed below.
Lagoon Overflow
Add soil material to increase elevation of embankment
Pump waste to fields at an accceptable rate
Stop all flows into lagoon immediatley
Runoff of Field Applied Waste
Immediately stop waste application
Contain waste in a temporary diversion
Incorporate waste to prevent runoff
Leakage from Pipes, Pumps and Sprinklers
Stop recycle pump
Stop irrigation pump
Leakage from Flush Systems, Houses, Solid Separators
Stop recycle pump
Stop irrigation pump Repair all leaks prior to restarting pumps
Make sure no siphon occures
Leakage from Base or Sidewall of Lagoon...often seepage as opposed to flowing leaks
Dig a small sump or ditch to safely catch seepage, install subersible pump, pump seepage back into structure
If seepage is cased by burrowing animals, trap and remove animals, compact clay soil material in holes
Have a professional evaluate the condition as soon as possible
Suggested
Call a pumping contractor
Make sure no surface water is entering lagoon
Evaluate and eliminate reason(s) for runoff
Evaluate application rate for fields where runoff occured
Close valves on leaking pipes to eliminate discharge
Repair all leaks prior to restarting pumps
Stop all flows in house, flush systems, solid separators
2. Assess the extent of problem and record obvious damages.
Did waste reach any surface waters?
Estimate volume of waste released and duration of event
Note Damage...employee injury, fish kills, property damage
Did spilled waste leave the property?
Could spilled waste reach surface waters?
Could a rain event cause waste to reach surface waters?
Are potable wells endangered (on or off property)?
Estimate how much waste reached surface waters
3. Contact appropriate agencies. See numbers posted on front of this plan.
Call the DWQ (Division of. Water Quality)...Regional Office or After Hours Emergency number
Have the following information ready: Your name, facility, telephone number, details from Item 2 above,
exact location of facility, direction of movement of spill, weather/wind
conditions, corrective measures taken, seriousness of situation
Call local EMS phone number if spill leaves property or enters surface waters...instruct EMS to contact Health Department
Contact local SWCD-NRCS Office for advice/technical assistance (also may want to contact Extension Service Office)
4. If none of 3 above works
Call 911 or Sherries Department, explain situation and ask personnel to contact the proper agencies.
5. Contact the Contractor of your choice to begin repair of problem to minimize off -site damage.
Contractor Name:
Phone:
6. Contact the Techical Specialist who certified the structure (NRCS, Consulting Engineer, etc.).
Technical Specialist: Robert E. Horton Jr. Work Phone: r7041 694-2710
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify damage, repair
system and reassess the waste management plan to ensure no future release of waste. USDA-NRCS
BROWN CREEK SWCD
Anson County NC

BROW)((MEEK Soil Water Conservation District
Checklists for Animal Operations
Source
Flush Gutters
USDA Natural Resources Conservatlo''vice
Insect Control Checklist - Liquid Waste Systems
Lagoons and Pits
Cause
Accumulation of Soilids
Crusted Solids
Excessive Vegetative Growth
Feeders
Feed Storage
Decaying vegetation
Feed Spillage
Accumulation of feed
residues
BMPs to Control Insects
R,r more Information contact the cooperative. Extension SerOce, Department cf Erilcmnlogy, B9x 7613, North Carolina State university, Raleigh, NC, 27695.7613
Flush system is sufficiently designed, and
operated as designed.
Remove bridging of accumulated solids at
discharge.
Maintain lagoon, holding pond, settling basin,
pits to minimize crusting (no more than 6-8
inches over 30% of surface).
Control Vegetation along perimeter banks of
lagoons and other structures to prevent
accumulation of vegetative matter.
Design, operate and maintain feed systems
(e.g. bunkers and troughs) to minimize
accumulation of decaying wastage.
Clean up spillage routinely (e.g., 7-10 day
interval during the summer; 15-30 day interval
during winter).
Reduce moisture accumulation within and
around 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.
Site Specific Practices
ANSON COUNTY, NC

BROWT,'
EEK Soil Water Conservation District
USDA Natural Resources Conservatic "vice
Odor Control Checklist - Swine
Source
.Cause , BMPs to Control Insects
Site. Specific Practices
Farmstead
Swine Production
Vegetative or wooded buffers, Recommended
best management practices, Good judgement
and common sense
Animal Body Surfaces
Dirty manure -covered
animals
Dry floors
Floor Surfaces
Wet manure-coverd floors
Slotted floors
Waterers located over slotted floors
Feeders at high end of solid floors
Scrape manure buildup from floors
Under roof ventilation for drying
Manure Collection pits
Urine, partial microbial
decomposition
Frequent manure removal by flush, pit
recharge, or scrape
Ventilation exhaust fans
Volitile gases, Dust
Fan maintenance, efficient air movement
T
Indoor Surfaces
Dust
Washdown between groups of animals
Feed additives, Feeder Covers, Feed delivery
downspout extenders
Flush tanks
Agitation of recycled lagoon
liquid while tanks are filling
Flush tank covers; Extend fill lines to near
bottom of tanks with anti -siphon vents
_
Flush alleys
Agitation during wastewater
conveyence
Underfloor flush with underfloor ventiliation
Pit recharge points
Agitation of recycled lagoon
liquid while pits are filling
Extend recharge lines to near bottom of pits
with anti -siphon vents
Lift Stations
Agitation during sump tank
filling and drawdown
Sump tank covers
Outside drain collection or
junction boxes
Agitation during wastewater
conveyence
Box covers
End of drainpipes at lagoon
Agitation during wastewater
conveyence
Extend discharge point of pipes underneath
lagoon liquid level
Lagoon Surfaces
Volitile gas emissions,
Biological Mixing,
Agitation
Proper lagoon liquid capacity
____
Correct lagoon startup procedures
Minimum surface area- to -volume ratio
Minimum agitation when pumping
Mechanical aeration
Proven biological additives
ANSON COUNTY, NC

BROW1nEEK Soil Water Conservation District
USDA Natural Resources Conservatlo mice
Irrigation sprinkler nozzles
Storage tank or basin
surface
Settling basin surface
Manure, slurry or sludge
spreader outlets
Uncovered manure, slurry
or sludge on field surfaces
• • dOil_ ontro
High pressure agitation
Wind drift
Microbial decomposition
Mixing while filling
Agitation while emptying
Microbial decomposition
Mixing while filling
Agitation while emptying
Agitation when spreading
Volitile gas emmissions
Volitile gas emissions
while drying
e;c� list.- wine (continue
L)
Irrigate on dry days with little or no wind
Minimum operating pressure
Pump intake near lagoon liquid surface
Pump from second -stage lagoon
Bottom or midlevel loading
Tank covers,Basin surface mats of solids
Proven biological additives or oxidants
Extend drainpipe outlets underneath
liquid level
Remove settled solids regularly
Soil injection of slurry/sludges
Washdown spreader after use
Proven biological additives or oxidants
Soil injection of slurry/sludges
Soil incorporation within 48 hours
Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
Dead Animals
Dead animal disposal pits
Incineration
Standing water around
facilities
Manure tracked onto public
roads from farm access
Carcass decomposition
Carcass decomposition
Incomplete combustion
Improper drainage,
Microbial decomposition of
organic matter
Poorly maintained access
roads
MarlialiaR:
SWirla Manure Managemarit• 0703 F{ulerEMP Packet'
,Swlrle Prodtrctiop Farm Retentlat pdgr Sources and Remedies; EPAE Fact Sheet
Swine Production FaclitY `� Manure Management; pit Recharge- t:agoon:Treatment EBAE'128.88
Swine Praductlon Facility Manure Management; Underfloor Flush • I'aggpfl Treaiment'EBAE 129-BB
= 9oari ceelgrl and Marlagernunt for llYestock Manure Treatrnentand Storage, EBAE-143 83
Calibration Of Manure and Waatewaler Application Equipment; ESAE Fact Sheet
Rftrolling Odors foam Swlne eutldings; plFl-33
ivronmental Assurance Program; NPPC Manual
Oar s for Managing Oror; a report from the Swine poor Task Force
uisanco Concerns in Animal Manure Management. Odors and Flies, PR0197 1995. Conferenpe Preceedin99
Proper disposition of carcases (see mortality
management)
Complete covering of carcasses in pits, proper
location/construction of disposal pits
Secondary stack burners
Grade and landscape so that water drains
away from facilities
Farm access road maintenance
Available
NCSU Couty Extension Centers
NCSU-.BAE
NCSU -BAE
NCSU•BAE
,NC$U-BAE •
NCSU- BAE
NCSU - Swine Extension
NC Pork producers Association
NCSU Agri Communications
Florida Cooperative Extension
ANSON COUNTY, NC

Operator:LARRY KENDALL County: ANSON Date: 07/06/94
Distance to nearest residence (other
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
O sows (farrow to feeder)
O head (finishing only)
O sows (farrow to wean)
3552 head (wean to feeder)
Describe other :
than
owner): 1250.0 feet
x 1417 lbs.
x 522 lbs.
X 135 lbs.
x 433 lbs.
x 30 lbs.
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME
Volume = 106560 lbs. ALW x
Treatment Volume(CF)/lb. ALW
Volume = 106560 cubic feet
OF LAGOON
O lbs
0 lbs
O lbs
O lbs
106560 lbs
0
106560 lbs
Treatment Volume(CF)/lb. ALW
1 CF/lb. ALW
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Nar- ,n1CL.vpGc A-r
7QE 9 0E5
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
294.0 94.0
AREA OF BOTTOM
LENGTH * WIDTH =
240.0 40.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
267.0 67.0
CU. FT. = AAREA TOP
27636.0
formula
LENGTH
294.0
300.0
100.0
102.2
92.2
1.0
3.0 : 1
27636 (AREA OF TOP)
WIDTH DEPTH
94.0 9.0
9600 (AREA OF BOTTOM)
71556 (AREA OF MIDSECTION * 4)
+ (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
71556.0 9600.0 1.`_
Total Designed Volume Available = 163188 CU. FT.
C00101190028

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
300.0 100.0 30000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 30000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 106560 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 194650 gals. or 26022.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculatE
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 5.0 inches
Volume = 5.0 in * DA / 12 inches per foot
Volume = 12500.0 cubic feet
C00101190029

5D. Volume of 25 year - 24 hour storm
Volume = 6.3 inches / 12 inches per foot * DA
Volume = 15750.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
5B.
5C.
5D.
TOTAL
6. SUMMARY
26023 cubic feet
0 cubic feet
12500 cubic feet
15750 cubic feet
54273 cubic feet
Temporary storage period > 180 days
Rainfall in excess of evaporation > 5.0 inches
25 year - 24 hour rainfall > 6.3 inches
Freeboard > 1.0 feet
Side slopes > 3.0 : 1
Inside top length > 300.0 feet
Inside top width > 100.0 feet
Top of dike elevation > 102.2 feet
Bottom of lagoon elevation > 92.2 feet
Total required volume > 160833 cu. ft.
Actual design volume > 163188 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 94.0 feet
Stop pumping elev. > 98.9 feet
Must be > or = to the SHWT elev. > 94.0 feet
Must be > or = to min. req. treatment el.=> 98.2 feet
Required minimum treatment volume > 106560 cu. ft.
Volume at stop pumping elevation > 106763 cu. ft.
Start pumping elev. > 100.6 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 147438 cu. ft.
Volume at start pumping elevation > 146236 cu. ft.
Required volume to be pumped > 38523 cu. ft. *
Actual volume planned to be pumped > 39473 cu. ft.
Min. thickness of soil liner when required==> 1.5 feet
7. DESIGNED BY: dz) c/d�v-
�- APPROVED BY:'�.L fit, .
DATE: %/L ,/JX- DATE: '7/1129/?4
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: 1))p NOT CNECk YA2oAGC CI LGuLyn) o&s It1A
C00101190030

l hleR ComPoTRTI DES
5D. Volume of 25 year - 24 hour storm
Volume = 6.3 inches / 12 inches per
Volume = 17682.5 cubic feet
TOTAL REQUIRED
6. SUMMARY
TEMPORARY STORAGE
5A. 26023
5B. 0
5C. 14034
5D. 17683
cubic
cubic
cubic
cubic
feet
feet
feet
feet
TOTAL 57739 cubic feet
Temporary storage period
Rainfall in excess of evaporation
25 year - 24 hour rainfall
Freeboard
Side slopes
Inside top length
Inside top width
Top of dike elevation
Bottom of lagoon elevation
Total required volume
Actual design volume
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev.
Must be > or = to the SHWT elev. >
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume >
Volume at stop pumping elevation >
foot * DA
180
5.0
6.3
1.0
3.0
> t309.0
> 109.0
> 102.2
> )90.7
> 1642W9
> )20/205
94.0
> 98.9
94.0
96.7
106560
143015
Start pumping elev. > 100.6
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 189523
Volume at start pumping elevation > 188024
Required volume to be pumped > 40056
Actual volume planned to be pumped > 45010
Min. thickness of soil liner when required==> 1 7
7. DESIGNED BY:c a 3 Q i. APPROVED BY:
DATE: 7' l3j9 ()_ DATE:
days
inches
inches
feet
: 1
feet
feet
feet
feet;
cu. ft.
cu. tt4
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
cu. ft.
cu. ft.
cu. ft.
cu. ft.
feet
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: /NS7AL.L/n) p Lafieta SHOUL.J AI0-T- CNnUGC.
-Des A) Yo[-Uma EIS sP10tifl) AGole
OoLuFsoe 2ra7,zn5 (A)/ LtNar_
6,3,1 uo/o
444o t7 0 c . cid
C00101190031
Z-1

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
El El 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 water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
CI
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a renderingplant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
Q El A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
CI El In the case of dead, poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
El El Any method which, in. the professional opinionof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are:required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic ;mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be:done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit. conditions (refer to facility's animal
waste management system permit).
• In the event of immine t threat of = • isease emergency, the State Veterinarian may enact
additional temporary roc;• ury- or easures for disposal according to G.S. 106-399.4.
Signatur-.of arm Owner/Manager
Signature of Technical Specialist
//
Date
Date

Operator:EDDIE IiLiHTLEY "county: ANSFON Date: 11/28/94
Dis!aece to nearest residence (other than Ok0er ):
AiERAGE LIVE WEIGHT (ALW)
0 saws (farrow to finish)
0 sn4E (farrow to feeder) .,
n heal (finishing only)
9 soa, (farrow to wean) .,
152_ head (wean to feeder) r,
Describe other
1417 lbs.
521 lbs.
135 lbs.
43' lbs.
•30 lbs.
1200 feet
Total Average Live Weight
MItlIMUI1 REOUIRED TREAif1ERI VOLUME OF LAGOUH
o lbs
lbs
0 Ibs
lbs
10 560 lbs
0 I b s
106560 lbs
Volume = 106560 lbs. ALW r: Treatment Velume(SfIll5•..AlW
Treatment Volame4LFi.'Ib. ALW = 1 Ci/Ib. ALW
Volume = 106560 cubic feet
I..TVRAGE VULUME FOR SLDDGE AClllt1ULATIOH
Volume = 0 cubic feet
10'AL UE' 1GriED VOLUME
inside top Ienath (feed _.-__.___..__-.
Inside top width (feet)__.. -..-........-.-'--
Top of dike elevation (feet) Bottom of lagoon elevation (feet)---
Freeboard(feet) — ----
Bide sleees (inside lagoon)______..__-.
Total design volume using prismoidal formula
225.0
114.0
99.9
83.9
1.0
2.8 : 1
SS'E•UDI SS/ENDI 53/SIDE1 58/S1DEZ LENGTH WIDTH DEF`IH
2.8 2.8 219.5 110.5 10.0
APEA OF TEF'
LENGTH * WIDTH =
219.5 110.5
AREA OF BOrf0M
LENGTH * WIDTH =
164.5 55.5
AREA OF MIDGETTIOH
LENGTH * WIDTH * 4
19=.0 39.0
24254.75 ('AREA CC TOP)
9129.75 (AREA OF ROrIOM)
63744 (AREA OF MIDSECTION * 4)
FI. = LAREA TOP * t4*AREA MIDSECTION) r AREA BOTILi1'11 * DEP1II/6
24254.8 63744.0 9129.8 1.7
total Designed Volume Available =161880.83 W. FT.
CO0101179142

5. TEMPORARY STORAGE REQUIRED
Naz"
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width r
225.0 116.0 26100.0 square feet
Duildings (roof and lot water)
0.0 square. feet
TOTAL DA 26100.0 square feet
Design temporary storage period to be
tA. Volume of waste produced
Feces 8 urine production in gal./day per 135 Ib. ALN
Volume = 106560 lbs. ALN/135 lbs ALW * 1.37 gal/day
Volume z 194649.6. gals. or 240e2,7 cubic feet
ttP. Volume of wash water
Describe this area.
180 days.
1.37
180 days
Ibis is the amount of fresh water used for washing floors or volume
of fresh water used fur a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for if' 5A.
Volume . 0.0 gallons/day 180 days storage/7.48 gallons
per er
VolumeVoluwsr 0.0 cubic feet
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
1:30 days excess rainfall 5.0 inches
Volume = 5.0 inches * DA / 12 inches per foot
Volume = (0375.0 cubic feet
Voiume of 25 year - 24 hour storm
Volume = 6.3 inches / 12 inches per foot * DA
Volume = 13702.5 cubic feet
fOIAL REQUIRED TEMTURARY SIORAGE
2e023 cubic feet
0 cubic feet
1f.i3.75 cubic feet
!-A). 13703 cubic feet
CO0101170143
1014 50600 cubic feet

St MMA4y
Temporary storage period
Rainfall in excess of evapora
25 year 24 hour rainfall
Freeboard
Side slopes
inside top length
Inside top width
Top of dike elevation
Bottom of lagoon elevation
Total required volu,r
190 days
5.0 inches
6.3 inches
1.0 feet
2.8 .1
225.0 feet
116.0 feet
99.9 feet
80.9 feet
157160 cu. ft.
Actual design volume - --`161990.93 cu. ft.
Seasonal high watertable elevation (SHMT1===:> 0.0 feet
Stop pumping elev. 96.4 feet
Must be > or r to the SINT elev. ` 0.0 feet
Must be ' or = to rain, req. treatment el.=i 94.9 feet
Required minimum treatment volume 106560 cu. ft.
Volume at stop pumping elevations - 10t•75$$ cu. ft.
Start pumping elev. 90.2 feet
Must be at bottom of freeboard a 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall== 149173 cu. ft.
Volume at start pumping elevation145344 cu. ft.
Required volume to be pumped 36098 cu. It.
Actual vo(ur!e to be pumped 33505 cu. ft.
Min. thickness of soil liner when required= 1.6 feet
DE'1I8CED Fr: AFFfl0iED BY:
DATE: DATE:
C9TE: SEE AIEA.NED WASIE UTiLI.AiICM RAN
Q tr
, itIMl_MTS:iStc,att�`t-k " 5V kAl TyeLe--1A---
,t ,,MeEaY
F1E�0 �R�"
pPGE
C00101170144

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000101170146

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CO0101170147

Operator:LARRY KENDALL County: ANSON Date: 07/06/94
Distance to nearest residence (other
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
O sows (farrow to feeder)
O head (finishing only)
O sows (farrow to wean)
3552 head (wean to feeder)
Describe other :
than
owner): 1250.0 feet
x 1417 lbs.
x 522 lbs.
X 135 lbs.
x 433 lbs.
x 30 lbs.
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME
Volume = 106560 lbs. ALW x
Treatment Volume(CF)/lb. ALW
Volume = 106560 cubic feet
OF LAGOON
O lbs
0 lbs
O lbs
O lbs
106560 lbs
0
106560 lbs
Treatment Volume(CF)/lb. ALW
1 CF/lb. ALW
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Nar- ,n1CL.vpGc A-r
7QE 9 0E5
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
294.0 94.0
AREA OF BOTTOM
LENGTH * WIDTH =
240.0 40.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
267.0 67.0
CU. FT. = AAREA TOP
27636.0
formula
LENGTH
294.0
300.0
100.0
102.2
92.2
1.0
3.0 : 1
27636 (AREA OF TOP)
WIDTH DEPTH
94.0 9.0
9600 (AREA OF BOTTOM)
71556 (AREA OF MIDSECTION * 4)
+ (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
71556.0 9600.0 1.`_
Total Designed Volume Available = 163188 CU. FT.
C00101190028

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
300.0 100.0 30000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 30000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 106560 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 194650 gals. or 26022.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculatE
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 5.0 inches
Volume = 5.0 in * DA / 12 inches per foot
Volume = 12500.0 cubic feet
C00101190029

5D. Volume of 25 year - 24 hour storm
Volume = 6.3 inches / 12 inches per foot * DA
Volume = 15750.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
5B.
5C.
5D.
TOTAL
6. SUMMARY
26023 cubic feet
0 cubic feet
12500 cubic feet
15750 cubic feet
54273 cubic feet
Temporary storage period > 180 days
Rainfall in excess of evaporation > 5.0 inches
25 year - 24 hour rainfall > 6.3 inches
Freeboard > 1.0 feet
Side slopes > 3.0 : 1
Inside top length > 300.0 feet
Inside top width > 100.0 feet
Top of dike elevation > 102.2 feet
Bottom of lagoon elevation > 92.2 feet
Total required volume > 160833 cu. ft.
Actual design volume > 163188 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 94.0 feet
Stop pumping elev. > 98.9 feet
Must be > or = to the SHWT elev. > 94.0 feet
Must be > or = to min. req. treatment el.=> 98.2 feet
Required minimum treatment volume > 106560 cu. ft.
Volume at stop pumping elevation > 106763 cu. ft.
Start pumping elev. > 100.6 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 147438 cu. ft.
Volume at start pumping elevation > 146236 cu. ft.
Required volume to be pumped > 38523 cu. ft. *
Actual volume planned to be pumped > 39473 cu. ft.
Min. thickness of soil liner when required==> 1.5 feet
7. DESIGNED BY: dz) c/d�v-
�- APPROVED BY:'�.L fit, .
DATE: %/L ,/JX- DATE: '7/1129/?4
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: 1))p NOT CNECk YA2oAGC CI LGuLyn) o&s It1A
C00101190030

l hleR ComPoTRTI DES
5D. Volume of 25 year - 24 hour storm
Volume = 6.3 inches / 12 inches per
Volume = 17682.5 cubic feet
TOTAL REQUIRED
6. SUMMARY
TEMPORARY STORAGE
5A. 26023
5B. 0
5C. 14034
5D. 17683
cubic
cubic
cubic
cubic
feet
feet
feet
feet
TOTAL 57739 cubic feet
Temporary storage period
Rainfall in excess of evaporation
25 year - 24 hour rainfall
Freeboard
Side slopes
Inside top length
Inside top width
Top of dike elevation
Bottom of lagoon elevation
Total required volume
Actual design volume
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev.
Must be > or = to the SHWT elev. >
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume >
Volume at stop pumping elevation >
foot * DA
180
5.0
6.3
1.0
3.0
> t309.0
> 109.0
> 102.2
> )90.7
> 1642W9
> )20/205
94.0
> 98.9
94.0
96.7
106560
143015
Start pumping elev. > 100.6
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 189523
Volume at start pumping elevation > 188024
Required volume to be pumped > 40056
Actual volume planned to be pumped > 45010
Min. thickness of soil liner when required==> 1 7
7. DESIGNED BY:c a 3 Q i. APPROVED BY:
DATE: 7' l3j9 ()_ DATE:
days
inches
inches
feet
: 1
feet
feet
feet
feet;
cu. ft.
cu. tt4
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
cu. ft.
cu. ft.
cu. ft.
cu. ft.
feet
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: /NS7AL.L/n) p Lafieta SHOUL.J AI0-T- CNnUGC.
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C00101190031
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BROWN CREEK Soil Water Conservation District
USDA Natural Resources Conservation Service
Gold Creek Farm - OPERATION AND MAINTENANCE PLAN UPDATE
This structure is designed to operate as an anerobic lagoon, with waste treatment and 180 days of temporary
storage. Time required for the fluid level to fill from STOP pump elevation to START pump elevation may vary
due to site conditions, weather, flushing operations, and the amount of fresh water added to the system.
The 180 day temporary storage in this structure consists of: 1.) waste generated by confined animals; and,
2.) excess rainfall after evaporation (5" for Anson County). Additionally the structure can store the 25 year-
24 hour storm (6.3" for Anson County) above the START pump elevation. The volume of waste generated by
3552 confined swine remains fairly constant throughout the year and from year to year. Excess
rainfall will vary from year to year. The 25 year rainfall is not considered in the annual pumping cycle...
this volume above the START pump elevation must be maintained and available.
The START pump or maximum normal operating fluid level is usually the outlet invert of pipe(s) from the
confinement building(s). If the outlet pipe(s) is not installed at the START pump elevation, a permanent
marker must be installed at this elevation. A STOP pump elevation must also be established to maintain
lagoon treatment depth and volume. Pumping can be started or stopped at any time between these two
elevations to land apply waste without runoff or leaching, and accommodate weather, soils, crop, equipment,
and management situations.
Land application is an accepted method of liquid waste disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation; honey wagon application is a more labor intensive/time
consuming method. Be careful when applying waste to prevent damage to crops.
IMPORTANT ITEMS
1. Fresh water should not be used for flushing...recycle from the anerobic lagoon.
2. The approved waste utilization plan shall be followed. This plan recommends sampling and testing of
waste prior to land application.
3. START pumping temporary storage when fluid level reaches elevation 100.6 (or before). STOP pumping
when fluid level reaches elevation 98.9. This temporary storage, Tess 25yr-24 hour storm (volume to pump)
is 41832 cubic feet (312903 gallons) every 180 days....83664 cubic feet (625807 gallons) per year.
4. Refer to the approved Waste Utilization Plan for important information on irrigating liquid waste —
application rates, maximum application amounts per irrigation and rest period between irrigation.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation
should be fertilized to maintain a vigorous stand. Keep grazing livestock off all embankment areas.
6. Repair any eroded areas or areas damaged by rodents and establish in vegetation.
7. Keep all surface runoff diverted from the lagoon to stable outlets.
8. Keep a minimum 25 foot buffer area around waste utilization fields adjacent to perennial streams. Do
not apply waste in open ditches or water courses, within 100 feet of a well or within 200 feet of a residence
9. Maintain a copy of the approved Waste Management Plan on farm (or at the confined animal facility)
at all times. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United
States. The NC Department of Environment, Health, and Natural Resources- Division of Water Quality
is the responsible for enforcing this law.
1/6/99 ANSON COUNTY, NC