820627_Application_20220525

CENED
MAY 2 4 2022
Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
ith the requirements of 15A NCAC 2T .1304(c) and 15A NCAC 2T .1305(d) this form is official notification
f Water Quality (DWQ) of the transfer of ownership of an Animal Waste Management Facility. This form
ed to DWQ no later than 60 days following the transfer of ownership.
General Information:
Name of Farm: 3 BRF
Previous Owner(s) Name:
New Owner(s) Name:
George D. McGill
3 Boys Run Farms. LLC
Mailing Address: 526 Beulah Rd. Clinton. NC 28328
Farm Location: Latitude and Longitude: 34.719456 / 78.170486
Facility No: 82-627
Phone No:910-590-0809
Phone No:910-214-63 59
County: Sampson
Please attach a copy of a county road map with location identified and describe below (Be specific: road names, directions,
milepost, etc.): From Harrells take US 421 South to Wells Chapel Rd; turn left and travel .5 miles to farm on left.
Operation Description:
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
❑ Wean to Feeder 0 Layer 0 Dairy
❑►� Feeder to Finish 2580 0 Pullets 0 Beef
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish Other Type of Livestock: Number of Animals:
❑ Gilts
❑ Boars
Acreage Available for Application: 25.3 Required Acreage:25.3
Number of Lagoons / Storage Ponds :1 Total Capacity: 509.289 Cubic Feet (ft3)
************************************************************************************
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the Certified Animal Waste Management Plan (CAWMP) for the farm named above
and will implement these procedures. I (we) know that any modification or expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a permit modification before the new
animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application
system to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than
the 25-year, 24-hour storm and there must not be run-off from the application of animal waste. I (we) understand that this
facility may be covered by a State Non -Discharge Permit or a NPDES Permit and completion of this form authorizes the
Division of Water Quality to issue the required permit to the new land owner.
Name of Previous Land Owner: George McGill
Signature: . C r-
Name of New L Owner:
Signature: !` A-/t4
Ru Farms
Name of Manager(if different from owner):
Date:
5/12/2022
Date: 5/12/2022
Signature: Date:
Please sign and return this form to:
N. C. Division of Water Quality
Aquifer Protection Section
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
May 2, 2007

" Operator:GEORGE MCGILL County: SAMPSON
Distance to nearest residence (other than
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
O sows (farrow to feeder)
2580 head (finishing only)
O sows (farrow to wean)
0 head (wean to feeder)
Describe other :
owner) :
x 1417 lbs.
x 522 lbs.
x 135 lbs.
x 433 lbs.
x 30 lbs.
Date:
RECEWED
4Y 2 4 2022
4E
°entail Office
1200 feet
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
O lbs
0 lbs
348300 lbs
0 lbs
0 lbs
O lbs
348300t1bs
Volume = 348300 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 348300 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume =
4. TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
0 cubic feet (AS PER OWNER'S REQUEST)
Top of dike elevation (feet)
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 =
294.0 209.0
AREA OF BOTTOM
LENGTH * WIDTH =
228.0 143.0
AREA OF MIDSECTION
LENGTH '* WIDTH * 4
261.0 176.0
CU. FT. = [AREA TOP +
61446.0
formula
LENGTH
294.0
300.0
215.0
52.5
40.5
1.0
3.0 : 1
WIDTH DEPTH
209.0 11.0
61446 (AREA OF TOP)
32604 (AREA OF BOTTOM)
183744 (AREA OF MIDSECTION * 4)
(4*AREA MIDSECTION) + AREA BOTTOM]
183744.0 32604.0
* DEPTH/6
1.8
Total Designed Volume Available = 509289 CU. PT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
300.0 215.0 64500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 64500.0 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 = 348300 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume a 636228 gals. or 85057.2 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 or excess water. Flush system
that recirculate the lagoon water are accounted for in SA.
Volume =
0.0 gallons/day * 180 days storage/7.48 gallor.
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall
= 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume 37625.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 37625.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 85057 cubic feet
5B. 0 cubic feet
5C. 37625 cubic feet
5D. 37625 cubic feet

•
6. SUMMARY
Temporary storage period =__ . .__> 180 days
Rainfall in excess of evaporation =_____===> 7.0 inches
25 year - 24 hour rainfal1==================> 7.0 inches
Freeboard=====_________=========== __--> 1.0 feet
Side slopes=a ====_=====c===================> 3.0 1
Inside top length======__ ______=_> 300.0 feet
Inside top width--= > 215.0 feet
Top of dike elevation======================e> 52.5 feet
Bottom of lagoon elevation= = __> 40.5 feet
Total required volume= __======= == ====> 508607 cu. ft.
Actual design volume======================_=> 509289 cu. ft.
Seasonal high watertable elevation (SHWT)===> 47.5 feet
Stop pumping elev.== _- .--______=_> 48.7 feet
Must be > or = to the SHWT elev.==========> 47.5 feet
Must be > or = to min. req. treatment el.=> 46.5 feet
Required minimum treatment volume====a===== => 348300 cu. ft.
Volume at stop pumping elevation=== ==> 348807 cu. ft.
Start pumping elev.=========================> 50.9 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===> 471664 cu. ft.
Volume at start pumping elevation========__=> 472962 cu. ft.
Required volume to be pumped==== > 122682 cu. ft.
Actual volume to be pumped-- _ =-> 124155 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
�nr'4 R.1-4110
�6- >54

PARTIAL• CLAY LINER
CC
2
set
Y
u r.
lhg
01
•
V
a•
0
ADDITIONAL` EXCAVATION DUE TO LINER:
0
w
N
): 1.8 FEET THICK X
M
>4
C]
0
H
1.4 s *'
w
r.
A ~
F
a�
adz
M
4 V
Ibu
4-4 m-
ell CC
0 H la
NC
t- W g
Ld
x>a
a
sa
r<
H
•
d
1-0-1
2
d
•.r
a
uJ
S Cs
ta
LL.
m u
dagt
PO Ca
s�
c
U. a
t9
4 0
4 C0
Z
Sit

08 A ONE STAG,
Settled Top Elevation
4
a
0
H
Confinment Building
li
CJI
d
11
am aft am
.. r••
i
•
w
F--
0
0

.
-4
A
.4,