820326_Permit Renewal Application 2019_20190410

Animal Waste Storage Pond and Lagoon Closure Report Form
(Please type or print all information that does not require a signature)
General Information:
Name of Farm: e1c"12..rr► a r ` �� _ _ _ Facility No: *2-
Owner(s)Name: 844kP""', r,r,ws LAG
Mailing Address:'E0.-a'ov—/ PA.,,"i/,S, A(C- 2' 9'q#'f Phone No: 9'ID'-�'3z—rF7L9
_-- County: s
Operation Description (remaining animals only y:
o Please check this box if there will be no animals on this farm after lagoon closure. If there will still be animals on the site after
lagoon closure, please provide the following information on the animals that will remain.
Operation Description:
Type of Swine
No. of Animals Type of Poultry No.. ofAnimds
o Wean to Feeder
Feeder to Finish
o Layer
on o Non,Layer
Farrow to Wean
313-(Type of Beef No of In:rnals
o Farrow to Feeder
o Brood
o Farrow to Finish
_ o Feeders
o Gilts
_ _ o Stockers
o Boars
Other Type ofLivestodk;: `''''
Type of Dairy No. of Animals
o Milking
•Dry
o Heifers
o Calves
Number ofAnimals: __ _
Will the farm maintain a number of animals greater than the G.S. § 143-215.1 OB threshold?
Will other lagoons be in operation at this farm after this one closes?
How many lagoons are left in use on this farm?: _ Al _
Yes VY Noo ��;s[yL
r-..��
Yes peNo o
(Name) t- �.� of the Water Quality Regional Operations Section staff in the
Division of Water Resources'- e.,1 l-Q Regional Office (see map on back) was
contacted on (date) for notification of the pending closur of this pond or lagoon. This notificatio-�}
was at least 24 our prior to the start of closure, which began 2s'� 2� o (date).�N*V-
C� a no-4 coL y n 2 QJ y o.0 plr«s -h efiuz v%l i hs tso�c��L=. �;s�.� s: �,r 1 •)
I verify that the above information is correct and complete. I have followed a closure plan, which meets all NRCS
specifications and criteria. I realize that I will be subject to enforcement action per Article 21 of the North Carolina
General Statutes if I fail to properly close out the lagoon.
Name of Land Owner (Please Print): - ,b kxv-tr T'xr-v, � LLC N 'qDA"
Signature: '---4 c u,,-.._ L. �M mv-t- 1R^,i , hy— Date: I l W
The facility has followed a closure plan which meets all requirements set forth in the NRCS Technical Guide Standard
360. The following items were completed by the owner and verified by me: all waste liquids and sludges have been
removed and land applied at agronomic rate, all input pipes have been removed, all slopes have been stabilized as
necessary, and vegetation established on all disturbed areas. ,^^
Name of Tech ical Specialist (Please Print): �� c $✓ % ' b a�
Affiliation: eA ✓ C." v.,.
Address (Agenc ): 0• 3D>> 3� w is VV Phone No.: I /P —3 &r-d VS�t
Signature:- Date:_Zf - O y rf
Return within 15 days following completion of animal water storage pond or lagoon c osure to:
N. C. Division of Water Resources
Animal Feeding Operations Branch JUL 17 Z019
1636 Mail Service Center
Raleigh, NC 27699-1636
1. ��Over)
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!z/417® e
Operator:) & K FARM
County:
SAMPSON
Date:
*********
Distance to nearest residence
(other
than
owner):
0.0
feet
1. AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
x
1417
lbs. =
0
lbs
0 sows (farrow to
feeder)
x
522
lbs. =
0
lbs
1200 head (finishing
only)
x
135
lbs. =
162000
lbs
0 sows (farrow to
wean)
x
433
lbs. =
0
lbs
0 head (wean to feeder)
x
30
lbs. =
0
lbs
Describe other
0
Total Average Live Weight =
162000
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 162000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 162000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
Y. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
565.0
Inside top width (feet)----------------------
65.0
Top of dike elevation (feet)-----------------
50.0
Bottom of lagoon elevation (feet)------------
41.3
Freeboard (feet)-----------------------------
1.0
Side slopes (inside lagoon)------------------
1.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
1.0 1.0 1.0 1.0 563.0
63.0 7.8
AREA OF TOP
LENGTH * WIDTH =
563.0 63.0
AREA OF BOTTOM
LENGTH * WIDTH =
547.5 47.5
35469 (AREA OF TOP)
26006 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
555.3 55.3 122710 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
35469.0 122710.3 26006.3
DEPTH/6
1.3

Total Designed Volume Available = 237906 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
565.0 65.0 36725.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
f TOTAL DA 36725.0 square feet
[ Design temporary storage period to be 150 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 162000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 150 days
Volume = 246600 gals. or 32967.9 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 * 150 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.
150 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 21422.9 cubic feet

k, 3 r, /
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA 5
Volume = 21422.9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 32968 cubic feet e Q
5B. 0 cubic feet
5C. 21423 cubic feet 3
5D. 21423 cubic feet
TOTAL 75814 cubic feet
6. SUMMARY
0
Temporary storage period====================>
150 da s
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.0
inches
Freeboard===================================>
1.0
feet
Side slopes========================= -------- >
1.0
: 1
Inside top length===========================>
565.0
feet
Inside top width============================>
65.0
feet
*-Top of dike elevation===============________>
50.0
feet
Bottom of lagoon elevation==================>
41.3
feet
Total required volume=======================>
237814
cu. ft.
Actual design volume========================>
237906
cu. ft.
Seasonal high watertable elevation (SHWT)===>
0.0
feet
iStop pumping elev.__________________________>
46.8
feet
Must be > or = to the SHWT elev.==========>
0.0
feet
Must be > or = to min. req. treatment el.=>
47.3
feet
Required minimum treatment volume===========>
162000
cu. ft.
iVolume at stop pumping elevation============>
162890
cu. ft.
Start pumping elev._________________________>
48.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
216483
cu. ft.
Volume at start pumping elevation===========>
213384
cu. ft.
Required volume to be pumped================>
54391
cu. ft.
Actual volume planned to be pumped==========>
50494
cu. ft.

Min. thickness of soil liner when required==> 1.3 feet
6' t" xvcr'roiv .4 --s z9ar4 r-
7 . D AD BY4-,4bt,:>ca,.� APPROVED BY:
DATE: 1--'71 4c1 Zmc / DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:. F�JMD C3r,i.� M4.p F MvaOH y 'h'o war
aw.P,eD d8oN 4Vfy %lILCiRMfoK• %.LSF
1,Fkary WN,O 961ZO-W JVaes IV4e 4svemno
�F 4W44M4 1� Me:4 Sviep 0CW-0Ag .q

SZ.-32�v
r
Operator:Farm wFIT" County: Sampson Date: 05/08/96
Distance to nearest residence (other than owner): 2000.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 wows
( farrow to finish)
x
1417
lbs. -
0
As
0 sows
(farrow to feeder)
x
522
lbs. -
0
lbs
0 head
(finishing only)
x
135
lbs. -
0
lbs
VISO sows
(farrow to wean)
x
433
lbs. -
930950
lbs
0 head
(wean to feeder)
x
30
lbs. =
0
lbs
Describe other :
0
- - Total
Average Live Weight =
930950
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF
LAGOON
Volume = 930950 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb . ALW = 1 CF/lb . ALW
Volume = 930950 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 1180.0
Inside top width (feet) ---------------------- 142.0
Top of dike elevation (feet)---------- 50.0
Bottom of lagoon elevation (feet) ------------ 37.5
Freeboard (feet) ----------------------------- 1.0
Side slopes ( inside lagoon)-------------------- 2.5 : 1
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 1175.0 137.0 11.5
AREA OF TOP
LENGTH * WIDTH =
1175.0 137.0
AREA OF BOTTOM
LENGTH * WIDTH =
1117.5 79.5
AREA OF MIDSECTION
LENGTH * WIDTH * 4
1146.3 108.3
160975 ( AREA OF TOP)
88841 ( AREA OF BOTTOM)
496326 (AREA OF MIDSECTION-* 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
160975,0 496326.3 88841.3 1.9
Total Designed Volume Available = 1430106 CU. FT.

SD. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 97743.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6. SUMMARY
7
5A.
189454
cubic
feet
5B.
99164
cubic
feet
5C.
97743
cubic
feet
5D.
97743
cubic
feet
TOTAL 484105 cubic feet
Temporary storage period====================> 150 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==================> 7.0 inchesl---�-
freeboard===================================> 1.0 feet'--�
Side slopes_________________________________) 2.5 . 1
Inside top length===========================> 1180.0 feet
�Inside top width============================> 142.0 feet
op of dike elevation=======================> 50.0 feet
Bottom of lagoon elevation==================> 37.5 feet
Total required volume=======================> 141SO55 cu. ft.
Actual design volume========================> 1430106 cu. ft.
Seasonal high watertable elevation (SHWT)===> 43.5 feet
Stop pumping elev.__________________________) 45.7 feet
Must be > or = to the SHWT elev.==========> 43.5 feet
Must be > or = to min. req. treatment el.=) 43.5 feet
Required minimum treatment volume===========> 930950 cu. ft.
Volume at stop pumping elevation============> 934309 cu. ft.
✓Start pumping elev.===______________________) 48.4 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1332363 cu. ft.��
Volume at start pumping elevation===========> 1334700 cu. ft. rj
Required volume to be pumped================> 386361 cu. ft.
Actual volume planned to be pumped==========) 400392 cu. ft. *
,I 1 Minn. thickness of soil liner when required==> 1.8 feet
-3 Y" J APPROVED BY:
DATE: DATE • (� S( Ca
®`
') F1r� s�
NOTE:: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
---- -------------------------
This lagoon is designed for waste treatment (permanent storage) and
150 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 150 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s.). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pu.mp:ing can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
I. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not,
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
Plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 48.4 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45.7 . This temporary
storage, less 25 yr- 24 hr storm, contains 386361 cubic feet or
2889983 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
1.incur per hour. Refer to the waste utilization plan for further- details.
S. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
RE01E; --DIiiCLE-QiOWR
JUL 17 2019
WaterQua!iiy,
Regional Operadons Seadon

i
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
1180.0 142.0 167560.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 167560.0 square feet
Design temporary storage period to be 150 days.
5A Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 930950 lbs. ALW/135 lbs. ALW * 1.37 gal/day 150 days
Volume = 1417113 gals. or 189453.6 cubic feet
58. 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 = 4945.0 gallons/day * 150 days storage/7.48 gallons
Volume = 99164.4 cubic feet per CF
SC. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
150 days excess rainfall - 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 97743.3 cubic feet

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rz.'
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o`
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4�A

a
I t
45'?"'z --.30,-4p
'or "=* C ount.y: Sampson
s:t~nce t.c nearest. r-esidence (other than owner ):
AVE RAC- L I VLE WEIGHT ( AL14 J
0 ry1.4S 1, t:3)"row to f i nlsh i
0 .=:oL-iS ( farrow to feeder )
O h c.-i Mini--;h.inq only)
50 UW5 ( farrow to Wean )
0 head ( Wean to feeder )
C)�Ucrib� other
Date: 1.2/11/9S
1500.0 feet
x 1417
lbs.
= 0
lbs
x 522
lbs.
- 0
lbs
x 13S
lbs.
- 0
lbs
x 433
lbs.
= 1S1550
lbs
x 30
lbs.
= O
lbs
_
0
Total Average Live Weight =
MINIMl.41 REQUIRED TREATMENT VOLUME OF LAGOON
1S1550 lbs
Volume = 1S1550 .lbs. ALW x Treatment Volume( CF )/lb. ALW
"treatment. Volume(CF )/lb . ALW = 1 CF/lb . ALW
Volume = 157.SSO cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
VoiUme = 0.0 cubic feet
`i f AJ- DESIGNED VOLUME
Inside top length (feet)--------------------- 190.0
Inside top width (feet) ----------------------- 190.0
iOp of dike alevat.ion (feet) ------------------ 46.0
Bottom of lagoon elevation (feet) ------------ 34.5
T-eeboard (feet)------------------------------ 1.0
Side slopes (inside lagoon) .7 5 : 1
.J 1. �., sl V F'.� �. ns.tt -------.�---.�,._-._--- � .
ot'al design vollArne using prismoidal formula
SS/END1 SS/ERlD2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
2.5 2.5 2.S 2.5 18S.0 185.0
RSA OF TOP
LENGTH I- WIDTH =
185.0 185.0
AREA OF BOTTOM
LENGTH * WIDTH =
132.5 132.5
3422S ( AREA OF TOP)
17556 ( AREA OF BO6TTOM )
DEPTH
10.5
RECEivEuiiyCCZQjDWR
JUL 17 2019
Water Quality
Regional opmdons Section
AREA OF MIDSECTION
LENGTH -+- WIDTH * 4
158.-R 158.8 100806 ( AREA OF MIDSECTION * 4 )
CU. FT. - AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] = DEPTH/6
,4225.0 100806.3 17S56.3 1.8
Total Designed Volume Available = 267028 CU. FT.

3
EMPORARY STORAGE REQUIRED
DS,?Fr1NAGE. AREA:
Lagoon ( top of dike)
Length * Width =
190.0 190.0 36100.0 square feet
Buildings ('roof and .lot water)
0.0 square:. feet Describe this area.
TOTAL DA 36100.0 square feet
MOM temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
volume = 151550 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 276831 gals. or 37009.5 cubic feet
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
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 = 21058.3 cubic feet
V

'VOJAM �- of 25 year -- 24 hour storm
Volume = 7.0 inches ; 12 inches per foot * DA
Volume = 21OS8.3 ci.abic feet
JUJAL REQUIRED TEMPORARY STORAGE
5A•
37010
cubic
feet
58.
0
cubic
feet
5C-
21058
cubic
feet
SD.
21058
cubic
feet
TOTAL 79126 cubic feet
SUMI'1A,P,Y
Temporary storage period=====_______________> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour rainfall==________________> 7.0 inches
1.0 feet
Side - 2.5 ' 1
Inside top length===________________________> 190.0 feet
Inside top 190.0 feet
Top of dike elevation=====_ _______________> 46.0 feet
E,ottom of lagoon elevation====______________> 34.5 feet.
Total required volume=====__________________> 230676 cu. ft.
Actual design volume=====___________________> 267028 cu. ft. �
Seasonal high watertable elevation (SHWT)===> 39.0 feet
stop pumpi.n:;, elev.====______________________> 41.3 feet
IlUSIL, be or = to the SHWT elev.====______> 39.0 feet
MUSt be > or = to min. r--q. treatment el.=> 40.5 feet.
Required mir�in-ium treatment volume=====______> 151SSO cu. ft.
VnIA-rne at stop pumping elevation=====_______> 152637 cu. ft.
-tar-t pumping el.ev_===______________________> 44.0 feet
Must. be at bottom of freeboard & 25 yr. rainfall
ACtual volume less 25 yr .- 24 hr. . rainfall==> 245970 cu. ft.
Vc ].�.irne at start Pumping elevation=====______> 233720 cu. ft..
Required volume to be pumped=====___________> 58068 Cu. ft. �
c-t.uaJ_ volume planned to be pumped=====_____) 81083 cu. ft. I<,,
Min. thickness of roil liner when required==> 1.7 feet
APPROVED BY: 4 SP
DATE:
1'-K)1E: SEE ATTACHED WASTE' UTILIZATION PLAN
COMMENTS:

94?.-I---3z4V
for
County:
Sampson
ow"Pop
:-A.ance
to ne al -es - rr silence
(other
than
owner )
I..IVE
WEIGHT
(AL.W )
G
soU.is
( farrow Lo
finish)
x
1417
lbs.
sows
( farrow to
feeder)
x
522
lbs.
0
head
(finishing
only)
x
135
lbs.
S0
sows
(farrow to
wean)
x
433
lbs.
0
head
( wean to f:�eder)
x
30
lbs.
oe,scribe
other :
Date: 12/11/95
1500.0 feet,
= 0
lbs
= 0
lbs
= 0
lbs
= 108250
lbs
- 0
lbs
0
Total Average Live Weight = 108250 lbs
tv!:FI',!TMi_JM REQUIRE(-) TREATMENT VOLUME OF LAGOON
'Jr._ 1urn.- = 108250 lbs. ALW x Treatment Volume(CF)/lb. ALW
T rf.-atriient:. 'Volume( CF )/lb . ALW = 1 CF/lb . ALIBI
Vo I erne - 108250 cubic feet
�:'101`,,,AGE VOLUME FOR SLUDGE ACCUMULATION
volume 0.0 Cubic feet
.) i s^-,L DESIGNED VOLUME
Inside top length (feet) --------------------- 317.0
Inside; top width (feet)---------------------- 102.0
Top of dike elevation (feet) ----------------- 48.0
Bottom of lagoon elevation (feet) ------------ 37.0
Freeboard (feet) ----------------------------- 1.0
Side slopes (inside lagoon) ------------------ 2.5 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 312.0 97.0 10.0
AREA OF TOP
LENGTH I: WIDTH =
- 12 . 0 97.0 30264 ( AREA OF TOP)
AF,EA OF BOTTOM
L1;i.NC----TH =k WIDTrH =
262.0 47.0 12314 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH -s<: WIDTH * 4
287 .() 72.0 82656 ( AREA OF MIDSECTION *: 4 )
C:U . FT. = [AREA TOP +- (4*-AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
30264.0 82656.0 12314.0 1.7
Total Designed Volume Available = 208723 CU. FT.

I :_P'Ir'OPAR'r STORAGE REQUIRED
DRAINAGE ARF A -
Lagoon ( top of dike)
Length * Width =
317.0 102.0 32334.0 square feet
Buildings (roof and lot. water)
0.0 square feat Describe this area.
TOTAL DA 32.334.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 108250 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 197737 gals. or 26435.4 cubic feet
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.
Jti.L�1fT�.e = 0.0 gallons/day =t 180 days storage/ 7 .48 gallons
`,Volume = 0.0 cubic feet per CF
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 = 18861.5 cubic feet
r

Vol urrie of 25 year - 24 hour" storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 18661..5 cubic feet
TOTAL REQUIIRED 1EMP0RARY STORAGE
5A.
26435
cubic
feet
>B .
O
cubic
feet.
5c .
18862
c..jbic
feet
5D.
18862
cubic
feet
TOTAL 641S8 cubic feet
SUMMARY
Temporary storage period===--________________>
180
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 Year - 24 hour rainfall====______________>
7.0
inches
s=reeboard=====______________________________>
1.0
feet
Side slapes====_____________________________>
2.5
. 1
Inside top length=====______________________>
317.0
feet
Inside top width=====_______________________>
102.0
feet
Top of dike elevation==_____________________>
48.0
feet
Bottom of lagoon el:vat.ian====______________>
37.0
feet
Total required volurTie=====__________________>
172408
cu. ft.
.-
Actual design volume=====___________________>
208723
cu. ft.
seasonal high watertable elevation (SHWT)___>
39.0
feet
Stop pumping ---->
0.0
feet
Must be > or = to the SHWT elev.====______>
39.0
feet
M-.-ist. be. > c,r - t.o min. req. treatment el.->
43.0
feet
I-equir,ed minimum treatment volume=====______>
108250
cu. ft.
k.lolunie at stop r>urrrping elevation=====_______>
179826
cu. ft.
`,tart pumping alev.=________________________>
0.0
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr . - 24 hr. . rainfall==>
189862
Cu . ft.
Jc:.lum:- at. start Pumping elevation=====______>
179826
cu. ft.
Required volume to be pumped===_____________>
45297
cu. ft.
Actual volume planned to be pumped=====_____>
0
cu. ft.
Min. thick ass of soil liner when required==>
1.6
feet
APPROVED BY:
DATE : I-L��II4j DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
i COMMENTS:

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