090148_NOV-2021-PC-0281 Enforcement Packet w photos_20211108

NOTICE OF VIOLATION AND/OR
NOTICE OF INTENT

ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
S. DANIEL SMITH
Director
NORTH CAROLINA
Environmental Quality
May 27, 2021
CERTIFIED MAIL 7020 0090 0001 7206 2963
RETURN RECEIPT REQUESTED
Mr. Kenneth Kinlaw
3160 Horseshoe Rd.
Bladenboro NC 28320
Subject: NOTICE OF VIOLATION/NOTICE OF INTENT
Administrative Code 15A NCAC 2T .1304
NOV-2021-PC-0281
Kenneth Kinlaw #4 Facility Number 09-148
Permit AWS090148
Bladen County
Dear Mr. Kinlaw:
On March 30, 2021, staff of the NC Department of Environmental Quality (DEQ) Division of
Water Resources (DWR), Water Quality Regional Operations Section (WQROS) inspected the
Kenneth Kinlaw #4 and the permitted waste disposal system. We wish to thank Mr. Travis
Sellers for his assistance during the inspection.
As a result of this inspection, you are hereby notified that, having been permitted to have a non -
discharge permit for the subject animal waste disposal system pursuant to 15A NCAC 2T .1304,
you have been found to be in violation of your permit as follows:
Violation 1:
Failure to maintain the maximum waste level in lagoons/storage ponds that shall not exceed that
specified in the facility's CAWMP. At a minimum, maximum waste level for lagoons/storage
ponds must not exceed the level that provides adequate storage to contain the 25-year, 24-hour
storm event plus an additional one (1) foot of structural freeboard except that there shall be no
violation of this condition if:
Department of EnvlronmentaI Quality
North Carolina Department of Environmental Quality Division of Water Resources
Fayetteville Regional Office 1225 Green Street. Suite 714 Fayetteville. North Carolina 28301
910.433.3300

Page 2
Kenneth Kinlaw
May 27, 2021
a. there is a storm event more severe than a 25-year, 24-hour event;
b. the Permittee is in compliance with its CAWMP and
c. there is at least one (1) foot of structural freeboard. — [1 SA NCAC 02T .1304(b)].
(Permit No. AWG100000 Section V2)
On March 30, 2021 during your routine compliance inspection, DWR staff noted that the lagoon
marker indicated non -compliant lagoon level of eighteen (18) inches. On April 7, 2021 DWR
staff surveyed the lagoon marker and it was reading within one inch of the surveyed waste level.
The surveyed waste line marks on the lagoon bank indicated the lagoon level was close to (13)
thirteen inches at some point during the winter.
Required Corrective Action for Violation 1:
At the time of this inspection your lagoon was non -compliant. On April 7, 2021 during the
lagoon level survey it was compliant. Take all necessary legal steps to insure lagoon levels
remain in compliance with Section (V2) of your permit. In the future if Mr. Sellers health renders
him unable to manage the farm, the backup Operator in Charge must take over operation of the
farm.
Violation 2:
The Permittee shall report by telephone to the appropriate Division Regional Office as soon as
possible, but in no case more than twenty-four (24) hours following first knowledge of the
occurrence of any of the following events: [15A NCAC 02T.0108(b)]
e. Failure to maintain storage capacity in a lagoon/storage pond greater than or equal to
that required in Condition V. 2. of this General Permit. (Permit AWG No.100000 Section
III 17 e).
Your pei alit specifically requires notification by telephone within 24 hours and a written report
within 5 calendar days following first knowledge of the occurrence of a reportable permit
condition. Reporting to your Technical Specialist or your Integrator does not meet the Permit
condition requirements and they are not obligated to report for you. DWR has no record of
receiving the 24-hour notification.
apartment at Environmental Quality
North Carolina Department of Environmental Quality Division of Water Resources
Fayetteville Regional Office 225 Green Street. Suite 714 Fayetteville. North Carolina 28301
910.433.3300

Page 3
Kenneth Kinlaw
May 27, 2021
Reporting to your Technical Specialist or your Integrator does not meet the Permit condition
requirements and they are not obligated to report for you.
Required Corrective action for Violation 2:
In the event of a high freeboard situation, call the regional office within twenty-four (24) hours
of the first knowledge of the high freeboard. Prepare and submit within 48 hours a 30 day a Plan
of Action (POA) for lowering the lagoon/storage pond to an acceptable level as described in your
CAWMP and General Permit.
The Division of Water Resources requests that, in addition to the specified corrective action
above, please submit the following items within 30 days of receipt of this letter:
1. An explanation from the OIC for this farm regarding how these violations occurred.
2. A list from the OIC concerning the steps that will be taken to prevent these violations
from occurring in the future.
3. Provide a copy of your lagoon levels with rainfall for 2020 up to present date.
You are required to take any necessary action to correct the above violations on or before
June 15, 2021 and to provide a written response to this Notice within 30 days of receipt of
this letter. Please include in your response all corrective actions already taken and a schedule
for completion of any corrective actions not addressed.
As a result of the violations in this Notice`.. this orrice is considering a recommendation for a civil
penalt\ assessment to the Director of the Division. it isi1 to present an explanation for the
violations cited, or it' von believe there are other factors, which should be considered, please :send
such information to me in writing within ten ; 10) days following receipt of this letter. Your
response will be reviewed, and, it' an enforcement action is still deemed appropriate. it will be
forwarded to the Director and included for consideration.
NA
!Impartment of Environmental Quality
North Carolina Department of Environmental Quality I Division of Water Resources
Fayetteville Regional Office 1225 Green Street. Suite 714 Fayetteville. North Carolina 28301
P10.433.3300

Page 4
Kenneth Kinlaw
May 27, 2021
Failure to comply with conditions in a permit may result in a recommendation of enforcement
action, to the Director of the Division of Water Quality who may issue a civil penalty assessment
of not more that twenty-five thousand ($25,000) dollars against any "person" who violates or
fails to act in accordance with the terms, conditions, or requirements of a peiiiiit under authority
of G.S. 143-215.6A.
If you have any questions concerning this Notice, please contact Steve Guyton at 910-303-0151
or me at [phone].
Sincerely,
Doc_uSiggnned by: n -
A.
5189C2D3DD5C428...
J. Trent Allen
Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources
cc: DWR - WQROS - CAFO Unit — Central Office
FRO Compliance Animal Files-Laserfiche
ODE
North Carolina Department of Environmental Quality Division of Water Resources
Fayetteville Regional Office 1225 Green Street. Suite 714 Fayetteville. North Carolina 28301
910.433.3300
thmaMrent of Environmental GIJAZ

INSPECTION REPORT / NOTES

} Ou--gog-r ' 7?
Facility Number
.ision of Water Resources
0 Division of Soil and Water Conservation
0 Other Agency
Type of Visit: 0—Compliance Inspection 0 Operation Review 0 Structure Evaluation 0 Technical Assistance
Reason for Visit: 0`Routine 0 Complaint 0 Follow-up 0 Referral 0 Emergency 0 Other 0 Denied Access
Date of Visit:
Farm Name:
Owner Name:
Arrival Time:
Departure Time:
Owner Email:
Mailing Address:
Physical Address:
Facility Contact:
Phone:
County:
Region:
Onsite Representative:
Certified Operator:
Back-up Operator:
Location of Farm:
Title:
Latitude:
Phone:
Integrator:
Certification Number:
Certification Number:
Longitude:
Swine
Design Current
Capacity Pop.
Wean to Finish
Wean to Feeder
:2
Feeder to Finish
■
Farrow to Wean
Farrow to Feeder
IIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIII
NMI
Farrow to Finish
Gilts
Boars
Other
Other
Design Current
Wet Poultry Capacity Pop.
Layer
Non -Layer
Design Current
Dry Poultry Capacity Pop.
Layers
Non -Layers
Pullets
Turkeys
Turkey Poults
Other
Cattle
Design Current
Capacity Pop.
Dairy Cow
Dairy Calf
Dairy Heifer
Dry Cow
Non -Dairy
Beef Stocker
Beef Feeder
Beef Brood Cow
Discharges and Stream Impacts
1. Is any discharge observed from any part of the operation?
Discharge originated at: 11 Structure fl Application Field E Other:
a. Was the conveyance man-made?
b. Did the discharge reach waters of the State? (If yes, notify DWR)
c. What is the estimated volume that reached waters of the State (gallons)?
d. Does the discharge bypass the waste management system? (If yes, notify DWR)
2. Is there evidence of a past discharge from any part of the operation?
3. Were there any observable adverse impacts or potential adverse impacts to the waters
of the State other than from a discharge?
fl Yes Q' No NA D NE
Yes No []NA 0NE
• Yes D No NA E NE
• Yes No [] NA NE
❑ Yes ❑ No NA Ei NE
Yes D No NA ❑ NE
Page 1 of3
2/4/2015 Continued

Facility Number: ' - /'-
Date of Inspection:
Waste Collection & Treatment
4. Is storage capacity (structural plus storm storage plus heavy rainfall) less than adequate?
a. If yes, is waste level into the structural freeboard?
Identifier:
Spillway?:
Designed Freeboard (in):
Observed Freeboard (in):
Structure 1 Structure 2
Structure 3 Structure 4
5. Are there any immediate threats to the integrity of any of the structures observed?
(i.e., large trees, severe erosion, seepage, etc.)
6. Are there structures on -site which are not properly addressed and/or managed through a
waste management or closure plan?
If any of questions 4-6 were answered yes, and the situation poses an immediate public health
7. Do any of the structures need maintenance or improvement?
8. Do any of the structures lack adequate markers as required by the permit?
(not applicable to roofed pits, dry stacks, and/or wet stacks)
9. Does any part of the waste management system other than the waste structures require
maintenance or improvement?
Waste Application
10. Are there any required buffers, setbacks, or compliance alternatives that need
maintenance or improvement?
11. Is there evidence of incorrect land application? If yes, check the appropriate box below.
[Yes ❑ No ❑ NA ❑ NE
n Yes ❑ No ❑ NA ❑ NE
Structure 5 Structure 6
❑ Yes 0"No ❑ NA ❑ NE
❑ Yes`No ❑ NA ❑ NE
or environmental threat, notify DWR
❑ Yes Er -No ❑ NA ❑ NE
n Yes 0-1\10 ❑ NA ❑ NE
n Yes No ❑ NA ❑ NE
❑ Yes ❑�No ❑ NA ❑ NE
❑ Yes [3No n NA ❑ NE
❑ Excessive Ponding ❑ Hydraulic Overload ❑ Frozen Ground n Heavy Metals (Cu, Zn, etc.)
❑ PAN ❑ PAN > 10% or 10 lbs. ❑ Total Phosphorus ❑ Failure to Incorporate Manure/Sludge into Bare Soil
12. Crop Type(s):
❑ Outside of Acceptable Crop Window ❑ Evidence of Wind Drift
237 J , do--,,,° -"2 d ,-1'-'- e-'2 .
13. Soil Type(s):
❑ Application Outside of Approved Area
4
14. Do the receiving crops differ from those designated in the CAWMP?
15. Does the receiving crop and/or land application site need improvement?
16. Did the facility fail to secure and/or operate per the irrigation design or wettable
acres determination?
17. Does the facility lack adequate acreage for land application?
18. Is there a lack of properly operating waste application equipment?
Required Records & Documents
0 il,,,,(5,1) "1.)
19. Did the facility fail to have the Certificate of Coverage & Permit readily available?
❑ Yes
❑ Yes
Yes
Rio
❑`No
❑ No
❑ NA
❑ NA
❑ NA
❑ NE
❑ NE
❑ NE
fl Yes No ❑ NA ❑ NE
❑ Yes Q" No ❑ NA ❑ NE
n Yes 0-No ❑ NA ❑ NE
iV
20. Does the facility fail to have all components of the CAWMP readily available? If yes, check ,-- Yes No ❑ NA ❑ NE
the appropriate box.
❑ WUP ❑Checklists esign ❑ Maps ❑ Lease Agreements ❑Other:
21. Does record keeping need improvement? If yes, check the appropriate box below. ❑ Yes ©"No ❑ NA ❑ NE
❑ Waste Application ❑ Weekly Freeboard ❑ Waste Analysis ❑ Soil Analysis ❑ Waste Transfers ❑ Weather Code
❑ Rainfall ❑ Stocking ❑ Crop Yield ❑ 120 Minute Inspections ❑ Monthly and 1" Rainfall Inspections ❑ Sludge Survey
22. Did the facility fail to install and maintain a rain gauge?
23. If selected, did the facility fail to install and maintain rainbreakers on irrigation equipment?
Page 2of3
❑ Yes ❑ No ❑ NA ❑ NE
❑ Yes 1-11 o ❑ NA ❑ NE
2/4/2015 Continued

Facility Number: -
'Date of Inspection: 3 5 2'�
24. Did the facility fail to calibrate waste application equipment as required by the permit?
25. Is the facility out of compliance with permit conditions related to sludge? If yes, check
the appropriate box(es) below.
❑ Failure to complete annual sludge survey ❑ Failure to develop a POA for sludge levels
❑ Non -compliant sludge levels in any lagoon
List structure(s) and date of first survey indicating non-compliance:
26. Did the facility fail provide documentation of an actively certified operator in charge? ❑ Yes �No ❑ NA ❑ NE
27. Did the facility fail to secure a phosphorus loss assessments (PLAT) certification? ❑ Yes IarNo ❑ NA ❑ NE
Other Issues
28. Did the facility fail to properly dispose of dead animals with 24 hours and/or document ❑ Yes No ❑ NA ❑ NE
and report mortality rates that were higher than normal?
29. At the time of the inspection did the facility pose an odor or air quality concern? ❑ Yes ErNo ❑ NA ❑ NE
If yes, contact a regional Air Quality representative immediately.
30. Did the facility fail to notify the Regional Office of emergency situations as required by the [-] Yes ❑ No ❑ NA ❑ NE
permit? (i.e., discharge, freeboard problems, over -application)
31. Do subsurface tile drains exist at the facility? If yes, check the appropriate box below. ❑ Yes ❑ No ❑ NA ❑ NE
❑ Application Field ❑ Lagoon/Storage Pond ❑ Other:
0 Yes /�No ❑ NA ❑ NE
❑ Yes 3o ❑ NA ❑ NE
32. Were any additional problems noted which cause non-compliance of the permit or CAWMP?
33. Did the Reviewer/Inspector fail to discuss review/inspection with an on -site representative?
34. Does the facility require a follow-up visit by the same agency?
n Yes
n Yes
n Yes
No ❑ NA ❑ NE
[No ❑ NA 0 NE
Q No ❑ NA ❑ NE
Comments (refer to quu
Use drawings of facili
1/. 4.097\--I'l/e/ ,5
toDtke,- A e",_ 7/41:,-/
xplain any YES answe
:plain situations (use add
zed
017 *I" JJ9t to r b Cr. m.) c-
et-d- • r;
Dr5,0v,ror 7-4,-/Oz-ot) Fel Lip de099;z-e.4710 eJfir IL:5f
filar recv/Y) 60 iffr-,
WY'
CO 10-���
f
0, faryyur.;),,,) 77-)
f- r,
yo„tr ems: ._
Alb
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Reviewer/Inspector Name:
Reviewer/Inspector Signature:
Page 3 of 3
Phone: 9/0 7143
Date: -3l
2/4/2015

Stru
1 t r
Evauaton !ns ect on
Facility Number: -- /W ,- Date: - 7 .2-r9-t
Time in: /220a Time out: /d 45—
Farm Name: ,e,ge),=it v
Owner Name: Aran
Facility Contact: 71ay
Onsite Representative: 7 Jp
Certified Operator: #� 1 ;,'lxar-u
Faris, 911 address:
Phone
Integrator: 71 tr/ ��o
Cert. Number
Is storage capacity less than adequate? Yes No
If yes is waste level into the structural freeboard? Yes No ./
Was non -compliant level reported to D'A'R
POA received T-J-6
Structure: 1 2 3 a 5 6
identifier:
Spillway?
Designed Freeboard (in.):
Observed Freeboard (in.): a2 7
Are there any immediate threats to the integrity of any of the structures
oaserved? Yes No �''
Do any structures lack adequate markers as required by the permit? Yes No
Does any part of the waste management syst: m need repair Yeses No
Condition of field's
w-r+
Condition of receiving (ro:,
ucIL)1 � , way diy f? 3 1l
LOrill i i is: fir/ /J
o-k 05 i 3 Frrrt`) mil. :3 L, I f— am, -� �-,, �w�

NC Dept. of Environmental Quality
225 Green Street- Suite 714
Fayetteville, N.C. 28301
October 15, 2021
Subject : Kenneth Kinlaw # 4 Facility Number 09-148
Kenneth Kinlaw
3160 Horseshoe Rd.
Bladenboro, N.C. 28320
RECEIVED
DEQ/Dvm
OCT 1 8 2021
WQROS
`AYETrEVIL FPgG)oNALOFFICE
In the past years. Travis Sellers has been proactive in handling the day to day operations on
the farm so that the farm would be in compliance with the permit issued. Due to an unavoidable
and unexpected heart attack Travis Sellers was unable to manage the farm and a violation
occurred.
1- How these violations occurred -
As the operator in charge (OIC) , Travis Sellers was unable to read the lagoon levels for a short
period of time due to a heart attack. While he was recovering from his heart attack he had the
farm staff read the weekly rainfall lagoon levels.
Also, it was a wet winter, the fields were too wet to get the reel pulled out in the field to pump
and get the lagoon levels down.
2- Steps that will be taken to prevent future occurrences -
As the OIC, Travis Sellers will train staff on how to properly read lagoon levels and he will
monitor and verify to make sure that they know how to correctly read and record lagoon levels.
He will monitor the weather and lagoon levels and be better prepared for unexpected rainfall.
3- Copies of 2020 & 2021- to present Lagoon Level Records.
in the future , if there is a reportable permit condition, Travis Sellers or I( Debra Kinlaw) will
notify the Division of Water Quality within 24 hours and send a written report within 5 calendar
days . I will contact the county technical specialist to get a plan of action for the farm. Also, if
Travis Sellers has future health issues, then I ( Debra Kinlaw) will be the backup OIC
Kenneth Kinlaw
Debra Kinlaw

‘.-
Agriment Services inc.
-
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L SUN MON TUES WED THUR
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June Freeboard
SUN MON TUES WED THUR FRI SAT1
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If daily rainfall totals 1 inch or greater, initial in box that lagoon integrity has been checked.

Farm:
Agriment Services Inc.
Daily Rainfall/Weekly Lagoon Level Record
3
\ 202 I
July Freeboard
SUN MON TUES WED THUR FRI SAT
structural
(
August Freeboard
SUN MON TOES WED THUR FRI SAT
Structural
Check
1
2
3
i , .
5
5
6
7
8
9
10
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12
13
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11
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20
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18
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24
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23
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30
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31
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September Freeboard
SUN MON TUES WED THUR FRI SAT
structural
Check
October Freeboard
SUN MON TUES WED THUR FRI SAT
Structural
Check
2
3
4
1
2
10
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7
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22
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26
27
28
29 -
30
24
25
26
27
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29
30
31
1_
November Freeboard
SUN MON TUES WED THUR FRI SAT
Strucrixai
Med(
December Freeboard
SUN MON TUES WED THUR FRI SAT
Structural
Cheek
1
2
3
4
5
B
1
1
2
3
4
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1
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1
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7
8
9
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14
15
16
17
18
19
20
12
13
14
15
16
17
18
21
22
23
24
25
26
27
19
20
21
22
23
24
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29
30
26
27
28
29
30
31
If daily rainfall totals 1 inch or greater, initial in box that lagoon integrity has been checked.

DWR LAGOON SURVEY RESULTS

(09- O/'19
Operator:K. GRAHAM KINLAW, County: BLADEN
Date: 10/24/94
Distance to nearest residence (other than owner): 2680.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
0 head (finishing only)
0 sows (farrow to wean)
2600 head (wean to feeder)
Describe other .
x 1417 lbs. = 0 lbs
522 lbs. = 0 lbs
x 135 lbs. — 0 lbs
433 lbs. — 0 lbs
x 30 lbs. = 78000 lbs
0
Total Average Live Weight = 78000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) 110.0
Inside top width (feet) 230.0
Top of dike elevation (feet) 102.5
Bottom of lagoon elevation (feet) 93.0
Freeboard (feet) 1.0
Side slopes (inside lagoon) 3.0 : 1
Total design volume using prismoidal fcrmula
SS/END1
3.0
SS/END2 SS/SIDE1 SS/SIDE2
AREA OF TOP
LENGTH * WIDTH =
104.0 224.0
AREA OF BOTTOM
LENGTH * WIDTH =
53.0 173.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
78.5 198.5
3.0 3.0
LENGTH
104.0
WIDTH
224.0
23296 (AREA OF TOP)
9169 (AREA OF BOTTOM)
DEPTH
8.5
62329 (AREA OF MIDSECTION * 4
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
23296.0
62329.0 9169.0
)
* DEPTH/6
1.4

5. TEMPORARY STORAGE.: REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width! =
110.0 230,0 25300.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL OA 25300.0 square feet
Design temporary storage period to be 180 days.
SA. Volume of waste oroduced
Feces & urine Production in gal./day per 135 lb. ALW 1.37
Volume =
Volume
Describe this area.
'8000 lbs. ALW/135 lbs. ALLJ * 1.37 gal/day
1424&;0 gals. or 19048.1 cubic feet
Volume of wash water
180 days
This is the amount of fresh water used for washing floors or volume
of fresh wat::r used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
0.0 gallons/day * 180 days storage/7.48 gallons
Lime = 0-0 cubic feet
rainfall in excess of evaporation
riod O.: ti:-rie when rainfall exceeds evaporation by largest amount.
per CF
day excess rainfall
7.0 in * DA / 12 inches per foot
14-58.3 cubic feet
7.0 inches

Volume at start pumping elevation —
5D. Volume of 25 year — 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 14758.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
58.
5C.
5D.
TOTAL
SUMMARY
19048 cubic feet
0 cubic feet
14758 cubic feet
14758 cubic feet
48565 cubic feet
Temporary storage period —> 180 days
Rainfall in excess of evaporation -) 7 0 inches
25 year — 24 hour rainfall > 7.0 inches
Freeboard------ _ ---- f 1.0 feet
_
Side slopes > 3.0 : 1
Inside top length ------------ -_ ------ _ —> 110.0 feet
Inside top width - > 230.0 feet
Top of dike elevation======- —•=---•----===------) 102.5 feet
Bottom of lagoon elevation--- ) 93.0 feet
Total required volume--------•---_--.------------.--) 126565 cu. ft. *
Actual design volume ) 134292 cu. ft. *
Seasonal high watertable elevation (SHW T)= ==) 96.6 feet
Stop pumping elev. -- ) 99.0 feet *
Must be > or = to the SHWT elev.— ) 96.6 feet
Must be ) or = to min. req. treatment el.=) 99.0 feet
Required minimum treatment volume==) 78000 cu. ft.
Volume at stop pumping elevation------ - ) 82014 cu. ft.
Start pumping elev.--_ -----=_=------) 100.8 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.— 24 hr. rainfall==> 119533 cu. ft.
) 118462 cu. ft.
Required volume to be pumped--.-.-----.--- ) 33806 cu. ft. *
Actual volume planned to be pumped > 36448 cu. ft. *
Min. thickness of soil liner when required==> 1.4 feet
APPROVED BY: Z� Jed,/
DATE: f1/f4
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
180 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 180 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.
Pumping 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:
1. 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 100.8 as marked by permanent marker. Stop pump —
out when the fluid level reaches elevation 99.0 . This temporary
storage, less 25 yr— 24 hr storm, contains 33806 cubic feet or
252872 gallons.

SHEET 2 OF 2
4. The recommended maximum anount apply per irrigation is
one (1) inch and the recommer-ied wm application rate is 0.3
inch per hour. Refer to the L.ste �`'.zation plan for further details.
5. Keep vegetation on the errt,ankm
lagoon mowed annually. Vegetation
to maintain a vigorous stand.
; and areas adjacent to the
-jould be fertilized as needed
6. Repair any eroded areas U- damaged by rodents and
establish in vegetation.
7. All surface runoff is to be di /fared from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of g vegetated buffer around
waste utilization fields ad j ,cent perennial streams. Waste will
not be applied in open ditchs. G riot pump within 200 feet of a
residence or within 1@@ feet of a ,p;:, i. J... Waste shall be applied in a
manner not to reach other property nr'rJ public right—of—ways.
9. The Clean Water Act of 1S77 pr,;}i (.hits the discharge of
pollutants into waters of the 1 States. The Department of
Environment, Health, and Natural p,c;-:,Vurces, Division of Environ—
mental Management, has the respon i h .I. ity for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-OUNDATION PREPARATION:
fhe foundation area of the lagoon embankment and building pad shall be
';leared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
satisfactory disposition will be made of all debris. The topsoil from
E:he lagoon and pad area should be stripped and stockpiled for use on
he dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
Lc) placing the first lift of fill material to get a good bond.
4=XCAVATION AND EARTHFILL PLACEMENT:
i'he completed excavation and earthfill shall conform to the lines,
'grades, and elevations shown on the plans. Earthfill material shall
free of material such as sod, roots, frozen soil, stones over
inches in diameter, and other objectionable material. To the extent
tThey are suitable, excavated materials can be used as fill. The fill
,hall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
.!ill be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
f:ompaction will be considered adequate when fill material is observed
consolidate to the point that settlement is not readily detectible.
MOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
<?xcavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
rapacity of 10 acre—feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.4 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over —
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie — CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next.
lift.
The single most important factor affecting the overall compacted perme
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is -the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc—
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL.OF EXISTING TILE DRAINS
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH .AND SECURE I.)ITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

PROJECT: KENNETH GRAHAM KENLAW, JR. (FILE: ST-AR-`1L.Vg3)
AEF NO'.:
SHEET: 1
r.
DESIGNED' BY: DO
DATE: 10!/211 4
CHECKED E;Y:
DATE:
LOCATION / DESCRIPTION:
STAGE - AREA - VOLUME MODEL
ELEVATION AREA INCR. VOL. CUMUL. VOL.
93.00 9,225
94.00 10,603 9,914 9,914
95.00 12,055 11,329 21,243
96.00 13,582 12,819 34,062
97.00 15,182 14,382 48,444
98.00 16,855 16,019 64,462
99.00 10 60; 17,729_ - -- . - - 82,191
100.00 20,424 19,514 101,705
101.00 22,319 21,372 123,076
102.00 24,288 23,304 146,380
102.50 25,300 12,397 158.777
ABOVE =
TARGET =:
BELOW =
1 01 .00
100.00
100.00
I-T 123,076 OU Fr
FT 118,802 OU FT
FT 101,705 OU FT
5Tk1lr" FMP M 1ao-S6
1 '6 fib. - rta

LAGOON SITE SOILS INVESTIGATION
- -
--
PROJECT: --
/<,,e -rt., ,r.,-4, ip— )e.., ,u,,,-) , -ig , J/"'-.5 -V. V COUNTY: g 4 '40,5 - .,4/
FIELD INVESTIGATION BY: j/,DATE:
SITE SKETCH
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BORING
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BORING NUMBER AND PROFILE
SCALE
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BORING / SAMPLING METHOD: r,;,,,/_/„,-- SIGNATURE: ,,?..:,

16
o " 0-3
!IN.
50'
D OF PAD
= 103.37
0-14
1
1
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15
96
P -1 0,25% PAD SLOPE '`
180.00'PRECAST CONC. PULL PL \
Etox
- 105.00
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r 102.17
�
BOTTOM PIPE INV. 101.00 \
DISC» •
162.00'
BLDG.
o-
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JRCH TO THE SOUTH.
24' LOADOUT CHUTE
EXISIING CORN FIELD)
-13
CONTROL POINT #18
BURIED REBAR
N 5341.79
E 5450.59
ELEV. = 98.55
TOP OF DIKE
WIDTH = 12.00'
0-12
102.50
p-4 0-10 O
/\ LAGOON
0 11 TOP OF D
BEGIN PUI
END PUMF
°-9 I FIN. BOM
LOW END OF PAD NOTE. RAISE
SUBGRADE " ELEV. = 102.92 ADJA(
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40
0
20
COP
BUf
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( IN FEET )
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