090061_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 2970
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
Kinlaw Nursery #1, #2, #3 Facility Number 09-61
Permit AWS090061
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
Kinlaw Nursery 1#2#3# 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:
ODE
OepaMmnt of Envimnmantal g4arrty
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 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 lagoon
three (3) based on waste level marks on the bank and marker indicated non -compliant lagoon
levels. On April 7, 2021 DWR staff surveyed lagoon 3, and the lagoon level was as high as 12
inches at some point during the winter.
Required Corrective Action for Violation 1:
At the time of this inspection, your lagoon 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 Peiiiiittee 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:
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). [15A NCAC 02T.0108(b)]
Your peiinit 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.
Department of Environmental Quality
North Carolina Department of Environmental Quality Division of Water Resources
Fayetteville Regional Office 225 Green Street. Suite 714 Fayetteville, North Carolina 28301
q10.433.3300

Page 3
Kenneth Kinlaw
May 27, 2021
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 fixture.
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.
a result of the \ iolations in this Notice, this otlice is considei'iml a recommendation r r a civil
penalty assessment to the Director of the Division. It \ oi.i wish to present an explanation for the
violations cited. or it you belie\e there .,ire other factors, \vhich should be considered. please send
such inlormltion to me in wwriting ithin ten 0) i`lays Iollo\\ing receipt of this letter. Your
response \,'ill be re\ ie\\ed. and. it an enforcement action is :still deemed appropriate. it \\-111 he
for\\.arded to the Director and included 1`or consideration.
Bailardmant or Environm¢aWi OusOT
E
NA
North Carolina Department of Environmental Quality Division of Water Resources
Fayetteville Regional Office 122S Green Street, Suite 714 Fayetteville. North Carolina 28301
O10.433.3300

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 permit 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,
DocuSigned by:
\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
DE
Department at Environmental Owality
North Carolina Department of Environmental Quality Division of Water Resources
Fayetteville Regional Office i 225 Green Street, Suite 714 " Fayetteville. North Carolina 28301
910.433.3300

NC Dept. of Environmental Quality
225 Green Street- Suite 714
Fayetteville, N.C. 28301
October 15, 2021
Subject : Kenneth Kinlaw # 3 Facility Number 09-61
Kenneth Kinlaw
3160 Horseshoe Rd.
Bladenboro, N.C. 28320
REUtiVED
DEQ/DWR
OCT 1. 8 2021
YET.rEViLi_i^. RFC:tONALOFFICE
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
With rega s,
Kenneth Kinlaw
Debra Kinlaw

J ^ xC tT,�
•
5,72
4i f
130
P_ siLasentaST MICE-ti
Daily RainfaWWeekiy Lagoon Level Record
310 F / e .s :-
11
k� -i ,
11 i
kl
' �7 w,lr`'T}�c{yam''
i ; ` { 'l.
TI-OJR „ I .....
1 -
i, 2/
-s
! _3 (1)
fri
{ 9 1
f �1..' 1
_i f i
170 121
s ,
1 !
122
i
tift
t
L --'? C
Ii r
Ci1iiy rainfall totals '¢ inch or urez er, initial in box thnt .1 goao it s a oon chz,t-.:;oil.

--7777----
\,c\
8„rvice,-3 &nu,
Daily ReinfalliWeekly Lagoon Level Record
i'1•41:";:s;TSF-71 SztT
ii
1 f,'e,..5,......=,-a,a.sr..7,..,l,,,'o,,=-4...-¢r.a....ft..tl, „1'... ...•.-.-........._',;.445., ',...,
- 1
?__i el '1 1 io- IT -
I
1 [ i I
r_____,
1 ! 1 I
i 13 114 115
/
i ,
1..9. t20 21
. 122 ;2:3 24277
44 -4
4 • 1-,
t,
4;
;._........,
i
,...._-j 1 ,
: ;
4 4 1 ; ' 1, 4
1426
E ;
ii
I r-,,,7i
,....-
I f-----4 ---).--,..
1 ...,-...z.
A.FIC4 !1St
T1.5 ••„
IS
414
41'
r,s ,
,r,,.0,... - --, 1.
i
r---.. ,,---i
I 1 i
. ,
-41-,
!+,
4:4.44
122
;
I 1 -:29
121-,t
•
9-C1
C
F 4 , ----•,, F 4
I ‘
11
t i r-----i ---,
!
: ----,
t - —
i',4 ••,-"-•
;17 )18441 1
- ,44.
rn
4 ,
‘i. ___,,,.::
5,.
; - • i
• E-1 r--Ji :'''
1
Fre ebC4aFti Structuml
7-...-4:4,4:-."..4 __ ",'"•;',24112, l'-',::_.•,R f-7-7;.•,,.,,..T,__.,
.—.......... 4
.4; 13 ,4 i•
•,. 4. . . ;
4 44
3
19 110
I ,
1 --•
---1
„ -
-
(5
HH
! . _ ,,. i 13 114 /15 I le
'' 1 1 - '' 't.
' - 4 ,
,
,1 I 1 1--i-;
i 4 r
4
4 1
, .
PO F., .,22
12::
i,
. '44
f f.
)
1 4
g '
k, 4
1 1 I I I / / i 4 1 J
134 -1
4.-4,-- ;23
1 I
-.
-,
1 , I I
1 ‘ i ()
,--,
4
F4—....
#...':
1- '.- . —.1,,,, ,I-,,, ,7•1 ...Li 1 i 1
r'7",--.-.,-,,,,-.,zr'17,•f,
;,...,,
,,,,:7 43
,..., i
-71-R PR! :
' !
45 4 1-4.
1) . . 0
FF•eribet-fie.-ftl; p..: -,z,,,,,,,...:1,,,,,,, .*.;
,
,, ch,,-,-;:,., -,''' .-,-,. •-,-, ..:::-.T..-;,:.-::,
7 ' '-`1,,,',,,,,,,,,•••••-•••-_-_,.,.•,-„--- .
4.1 • 4-"-" - -•• • 4".""""- k ','.,1
• • • • '• • • • - ,• ••••4 ;1
i - • '.".' -.) ,g
1-1'..:'
112 , ;13
=
r-4 444,
14
21
fb
ta 9 f 1E1, 112
-
21
rj
_
115 ;i6 I t116 t. rt
7 /
;
4
t
_••
-r_„
44) 23 124
i i ' i
-7
1 1-1
1-4-71 4 444
;
4 4 / i -i- 1
29 ;30 /31 4:
tf
14
•
•
if- daily rainfaiitotE mth orgreatar, initial in LiaN that lagc.Km

Agriment Services Inc.
Daily Rainfall ly Lagoon Level Record
Farm:
January Freeboard
SUN MON TUES WED THUR FRI SAT
�
�'
February Freeboard
SUN MON TUES LAZED THUR FR.: SAT
StrucharaI
Check
. r
}}
Y
�
j
_
1 ....
11
--
12
Y �
13
1 Y
Vb�j
F}f3-1
10
11
12
13
14
15
16
14
15
16
17
:5
19
20
17
is
19
20
21
22
23
'21
22
23
`•
24
e
26
r
t
27
tir''
24
i
25
P
26
I
27
3
28
P
29
I
30
28
E
31
March Freeboard
SUN MON TUES WED THUR FRI SAT
Structutai
C
April Freeboard
SUN MON TUES WED THUR FRI SAT
St,u1turas
Cheek
1 e2
3
4
5
8{
�,.
_
l
3
1
2
3�s
7
8
9
10
11
12
13
..."Z
4
5
8
7
2
9
10
14
r
15
18 :
17
r
18
19
20
y7 ,;:
m
11
r
12
r
13
14
15
18
r
17
21
22
23
24
,
26
27
18
19
2L
21
22
23
24
28
29
30
31
,R0
25
26
27
28
Q9
30
r
May Freeboard
SUN MON TUES WED THUR FRI SAT
sat
ale&
June Freeboard
SUN MON TUES WED THUR FRI SAT
structural
Check
1
1
-
2
r
4
5
,,o
r2
3
4
5
6
7,
8
916
7
8
9,
10
11
12
03
10
11
12 ._
13
14
15
a'
3
14
15
16
17
18
19
-r- m7
18
17
18
19
20
21
Z2
r0
Z7
Z2
23
24
25
26
m
23
24
25
26
27
28
29
�7
23
29
30
430
If daily rainfall totals 1 inch or greater, initial in box that lagoon integrity has been checked.

Agriment Services Inc.
Daily RainfalllWeeldy Lagoon Level Record
Farm:
July Freeboard
SUN MON TUES WED THUR FRI SAT
_ - -
August Freeboard
SUN MON TUES WED Tt AIR
FRI
SAT
Shuctung
Check
1
2
3
rp ,3,
2 ter►" ea'
G9? £
1
2 ..
3
4
5
67
�
7
o
.off°
!
FEE
FEE
E
4
i
5
6
7
8
9
10
8
1
9 A : ° ,
10
1
11
f
12
13
I-21
14
e, ,. o °
f"
I
!
i
F
1
1
I
11 .,.
12
13
14
15
a
16
..+.
17 , .`
15
16 ,`-�
Y�
17
o ejy
18
19
20
:r
0 2
18
19
a
20
21
k
22
23
24
22
23 —
24
25
26
27
28
25
26
27
28
29
30
31
P
29
30 0
31 17
September
SUN MON
Freeboard
TUES WED THUR FRI SAT
structural
Check
October Freeboard
SUN MON TUES WED THUR FRI
SAT
SIRIcIung
Check
1
2 -3
.teas
4
26
r
1
{
2
2- fir'^
y} z:/
5
EE
F
7
8
1
a
10
11
3
f
4=
5
6
7
l
8
E
j
1
t
k
I»o
E
1
1
t
.12
13
14
15
16
17
18
10
11
i2
13
14
15
+6
0
19
20
21
22 ,.;
23
24
25 -.
C i/j'
17
.3
19
20
21
22
23
26
�
27 1
28
29
30
„� ��,e�
L^3
24
25
20"
2 r
28
29
30
31
_
1
November Freeboard
SUN MON TUES WED TI 1R FRI SAT
sink
CheckSUN
December Freeboard
MON TUES WED TI-IUR FRI SAT
Structural
Check
1
2
3
4
5
6
1
1
2
3
4
�
E
(
1
E$
E
�11
7
a
a
8
9
10
'1
12
13
5
6
7
8
10
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
24
29
30
26
27
28
29
30
31
k i
T
i
_
1
i
I
®,
If daily rainfall totals 1 inch or greater, initial in box that lagoon integrity has been checked.

INSPECTION REPORT / NOTES

i0�--g-1
'13
Facility Number
Division of Water Resources
0 Division of Soil and Water Conservation
0 Other Agency
Type of Visit: ° ompliance Inspection 0 Operation Review 0 Structure Evaluation 0 Technical Assistance
Reason for Visit: ORoutine 0 Complaint 0 Follow-up 0 Referral 0 Emergency 0 Other 0 Denied Access
Date of Visit:
a
Farm Name:
{
Owner Name:
Arrival Time:
Departure Time:
Mailing Address:
Physical Address:
Facility Contact:
Owner Email:
Phone:
County:
Region:
Onsite Representative:
Certified Operator:
Back-up Operator:
Location of Farm:
Title:
Latitude:
Integrator:
Phone:
f!©
Certification Number:
Certification Number:
Longitude:
Swine
Design Current
Capacity Pop.
Wean to Finish
Wean to Feeder
c..,, -
i.4
Feeder to Finish.
0,0
Farrow to Wean
Farrow to Feeder
■
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: I I Structure ❑ Application Field ❑ Other:
❑Yes 1771 No ❑NA El NE
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?
❑ Yes ❑ No ❑ NA ❑ NE
flYes No ❑NA ❑NE
❑ Yes El No DNA ❑NE
• Yes ❑ No ❑ NA ❑ NE
❑ Yes ❑ No ❑ NA fl NE
Page 1 of 3
2/4/2015 Continued

Facility Number: (1).- -
Waste Collection & Treatment
Date of Inspection: ,
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):
0 Yes [ No ❑ NA ❑ NE
❑ Yes ❑ No ❑ NA ❑ NE
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
5. Are there any immediate threats to the integrity of any of the structures observed? ❑ Yes [No ❑ NA ❑ NE
(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 or environmental threat, notify DWR
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.
.rrr
❑ Yes No ❑ NA ❑ NE
Yes ❑ ,Io ❑ NA ❑ NE
RI es o ❑ NA ❑ NE
Yes ❑ No ❑ NA ❑ NE
❑ Yes "No ❑ NA ❑ NE
❑ Yes f No ❑ NA ❑ NE
❑ Excessive Ponding ❑ Hydraulic Overload ❑ Frozen Ground n Heavy Metals (Cu, Zn, etc.)
❑ PAN ❑ PAN > 10% or 10 lbs. ❑ Total Phosphorus n Failure to Incorporate Manure/Sludge into Bare Soil
❑ Outside of Acceptable Crop Window ❑ Evidence of Wind Drift ❑ Application Outside of Approved Area
12. Crop Type(s): Lv /V( kt1 t tr:. , - / � ;74„4,-2/s C ,! .,
13. Soil Type(s): (J) 4 if /
14. Do the receiving crops differ from those designated in the CAWMP? ❑ Yes ' No ❑ NA ❑ NE
15. Does the receiving crop and/or land application site need improvement? ❑ Y0 [F No ❑ NA ❑ NE
16. Did the facility fail to secure and/or operate per the irrigation design or wettable es Io ❑ NA ❑ NE
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
19. Did the facility fail to have the Certificate of Coverage & Pennit readily available?
n Yes ❑'No ❑ NA ❑ NE
❑ Yes ❑'No ❑ NA ❑ NE
❑ Yes ❑ No ❑ NA ❑ NE
20. Does the facility fail to have all components of the CAWMP readily available? If yes, check --Yes n No ❑ NA ❑ NE
the appropriate box.
❑ WUP ❑ Checklists ❑ Design 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 n Monthly and 1" Rainfall Inspections ❑ Sludge Survey
22. Did the facility fail to install and maintain a rain gauge? ❑ Yes ©' No ❑ NA ❑ NE
23. If selected, did the facility fail to install and maintain rainbreakers on irrigation equipment? ❑ Yes P1 No ❑ NA ❑ NE
Page 2 of 3 2/4/2015 Continued

Facility Number: 2- - /.
Date of Inspection: 3-30 a- -(
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:
❑ Yes fNo ❑ NA ❑ NE
❑ Yes ENo ❑ NA ❑ NE
26. Did the facility fail provide documentation of an actively certified operator in charge? ❑ Yes
27. Did the facility fail to secure a phosphorus loss assessments (PLAT) certification? ❑ Yes
Other Issues
28. Did the facility fail to properly dispose of dead animals with 24 hours and/or document ❑ Yes
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?
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
permit? (i.e., discharge, freeboard problems, over -application)
31. Do subsurface tile drains exist at the facility? If yes, check the appropriate box below.
❑ Application Field ❑ Lagoon/Storage Pond ❑ Other:
❑ Yes
[ErYes
❑ Yes
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?
"No ❑ NA ❑ NE
Ergo ❑NA ❑NE
/❑�No ❑ NA ❑ NE
13 <To ❑NA ❑NE
❑ No ❑ NA ❑ NE
lvo ❑ NA ❑ NE
n Yes dNo ❑ NA ❑ NE
n Yes Io ❑ NA ❑ NE
n Yes ®No ❑ NA ❑ NE
Comments (refer to question ##): Explain any
Use drawings of facility to better explain situ
;rs and/or any a
additional page
y other comments.
et 32)x v ow- 7� • /fl c4.44,
W.I.-4— TT) q' k t o , �. L ev. 7e 31-4 %- o f
rre b -r/ kea,-0 re).
ad-u 7` er°-r(3) h _6 .b.a
e-71) K5F-z4:i r rD1--
Re.yricyti-- I 1-c tit e4c-reA ov
le— 7
,u-rt-c) 7-75 hz- ,511A-14/
*. 0 1)1)r croof
39, •
1140,4( eau
v-t 7-6 ,Ve-L-M.3,11147‘-t-- ;`,5 9 df-ti
Ho
TP
�? t
Reviewer/Inspector Name:
1 � -- Phone: Q/D - c� �/ �7
Reviewer/Inspector Signature:
Page 3 of 3
Date:
2/4/2015

Facility Number: c --
:}` atu ion Lr•spec on
Time in: Moo Time out:
Farm Name: •11,3.r7
i 3
Owner Name: t-✓1nr (41-0.VO
Facility Contact:
Onsite Representative: 7-o
Certified Operator: 1 �'a,}iL53'..4 ---3, Cert. Number
Date: if 7--07-�
/02!=i)
A _
Farm 911 address:
Phone
integrator:
Is storage capacity less than adequate? Yes No 7'
if yes is waste level into the structural freeboard? Yes No ,
Was non -compliant level reported to DWR iD POA received
Structure: 1 2
identifier:
5 0
Spillway?
Designed Freeboard (in.): t-t _j7
Observed Freeboard (in.): �2
Are there any immediate threats to the integrity of any of the structures
observed? Yes No
Do any structures lack adequate markers as required by the permit.? Yes Ao
Does any part of the waste Management syst m need repair Yes No
Condition of field'sY�'
Condition of receiving crop For
COFri I en.ts:5u✓'v G u c '6z � �,PcJJr j Gv o�
L-ar fl8''\-- 9 jV D N c� c L ; c� � l-70D -L cl z-� Li �L 1J- r-r-�-� � D ite'd .
,Ury �, 01751.-G,4nt-- � Pr. -- ��ras /fit ciL3 5,3;2;,
41/ k'r /Ho/ /4,-,19 t- 0-7 aD,5-r-
nuk.,-d ©ter-�/�PrnJ �� �a �y �� � r Ft-1
tp-oitz-

DWR LAGOON SURVEY RESULTS

fj6- 0O - ► kG r, 7" //.1 CIA `V
SUN.0y
55
tt�
� EA_ LE
D Ohl Pole)
SJ1
70°
�.S
to .56
s, 01
, 3..5
7.75
<1. 7o
4-1,42.5
-� (eD
ti
9)3,91
!l►!5
9i, (pa
1 cl. 8 5
79.
58,17
qQ, (07
98. y4
CA> `7 i" k 2
Livy
STPr
z_
3
T� 11-L v c�
. IN, ATE rL L. I E 003
(„,
7
9
)i
13
17, ►i tC4,11 ZZ +'— F
.r. A i L � B,3 � � %. TS - 1,0t4 1
22.08''
Cv
Y•73
(1,27
rho to QD rN / T?
3,77
(0 = 2,
/60,6g
Tq,87
/ oa, /.5"
17, 77
too 83
-- /-
9'
zc,28 ��

POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458
[phone]
June 21, 1994
Mr. Sam Warren
District Conservationist
USDA - Soil Conservation Service
122 Ag-Services Center
Elizabethtown, NC 28337
Re: Kenneth Kinl aw-Site 1-2 64 0 Wean To Feeder (cc_ 00 (0 1)
Dear Mr. Warren:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
- ASCS Tract Map
- SCS Soil Survey Map
- SCS Soils Investigation Report
- Lagoon Calculations Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Waste Utilization Plan (***N/A for contract growers***)
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this
farm will be developed for the grower by your office.
Please contact me at [phone], ext. 717 if you have any
questions concerning this package.

Sincerely:
,L)-cat
. Neal Tucker, P.E.
Project Engineer
JNT
Enclosures
cc: File
Kenneth Kinlaw (complete package)
Roger Wells, Murphy Farms Construction Dept. (site plan only)

AGRICULTURE
CVNSER NATION Eliz4bctfitown, NC 28337
SERVICE 910-862-6936
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME X`/J/ ye;/2 � LOCATION
TELEPHONE SIZE OPERATION (2) 2,1 D1 41
�� Free.
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER IIOQ FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES NO
V.
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" PERENNIAL
STREAM'? YES / NO
If ► o, site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A
MUNICIPALITY? YES NO Y
if yes, landowner should consult with local zoning board about required permits.
Permits must be obtained prior to design approval.
ARE UTILITIES IN CONSTRUCTION AREA? YES NO ✓
if }its, see Part 503 of the National Engineering Manual and foH w poiicy.
(Copies of maps or other reference materials may be attached I=, site evaluation.)
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND?
e, YES NO t/
If
yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUST!NG? YES NO V
iF WETLANDS ARE INVOI_VEI), IT IS "H I1: RESPONSIBILITY (F THE PRODUCER TO
CONTACT THE US ARMY CORP OF ENc;INFERS AND THE DIVISION OF
ENVIRONMENTAL MANAGEMENT! TO (DETERMINE IF ADDITIONAL PERMITS ARE
REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL PRODUCER RECEIVES
WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC DIVISION OF
ENVIRONMENTAL MANAGEMENT.
(A dopy of AD-1026 and CPA-026 should he attached to site evaluation.)
ODOR CONTROL
HAS ODOR CONTROL. BEEN DISCUSSED WI"I'II PRODUCER.......
PREDOMINANT WIND DIRECTION?? YES / NO
POSSIBLE EXPANSION OF TREATMENT VOLUME FROM 1 CU.FT. UPWARDS
TO 3 CU. FT./I.B. OF ANIMAL? YES i✓ NO
PRECIIARGING LAGOON WI 1'II FRESH WATER TO AT LEAST 1/2 OF THE
CAPACITY? '1'ES/ NO
USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF
WASTE? YES V NO
age

5-n
U. $. Dts0w tt i w 14•+w:1.M. Visa
><GIL CONSLAVATION 51MY{CL
SOIL INVESTIGATION TO
PARMLB $ N A.ME
DATE L S- 9
8. C. 8. PHOTO SHEET NO.
WA TLLULBU AS LA MLASIIIMIZW13
CROPLAND__ACRES PASTURE. ACE .S
WOODLAND ACRES TOTAL ` ACRSS1 PO CLASS 1 WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE tApproz. wlr I"•_�..__fiut
svi.rwsbar point i. cantor L...r dam and Monti* on shska.
DETER'Mtt4E ' SUITABILITY OF PROPOSED POND SITE
DI9rEICI'
cowry L'L
WORK UNIT
1-
Aa onJ I;st a.r1.1
ntlnu,1 on
S� X
A
BORING NUMBER AND PROFILE
t and spllhvay Dorinys first • Mr-) DonddJ arca and bonvw pit borrngt • saparuta iWth i rtitn! nc,i Una hera nttaswry) Show watrr labl. .r/owtions on uam•slte borhiys
5 fi i 7 8 9 10 Ip] I1 12 13 14 T 15 16 17 118 19 29 21 22
BORINGS MADE 13Y -'1-tZ- 4Lf
SIGNATURE & TITLE
.s
I
1

SOIL CONURVA1 c v4 Ot t
YAkMLJ 8 N AXLE �'
DATE f 9
& C. 8. PHOTO SI!EET NO.
soft. INVESTIGATION to DETERMINE'
..41i
DISTRI
COUNTY
WORK UNIT
WATUSKED AA LA MEASUREMENTS
CROPLAND ACRES PA9TURt ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS
SK.ETC!! OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Apron. real* 1N•
L t.N nediersaboo oohs, w ruses k t *I dams end YotNty tlogia.
•
trIST
■ u1111,1111111111
1.111111d I.
loilliL Imisminomm.
■ !�! 11111�.► , .- ,�11"
rims its
INIANWAMPN !1'JII[l
IAN - Raillifinim ..•111 aim 11
III IIIIIIIIIIIIII III
MIIIIMMIM
11111111
`10ItING NUMBER AND PROFILE
d sylll►,ay 60> ps Ili,t • lhen pondrd arav and b.orralu pit tJrinps • iri?arute witA uan1f 4;1 red lint
nace..tary) SJittGw wot.r lab' � alewhots on dam -silo tkninys.
2 �1� ( 6 i ` 9 ] 11 1111111-7
13 5 r 16
41.: 13 11111I
:Iiiji'
,..
1 um
IIIII
1 ai,
win I II
mil
I .� :-r HHiI
OM I IIIII
lute and Lst dum st.
undnueal on da
•
WORK UNIT C(1HSiRVA
BORLNGS MADE BY SIGNATURE & TTTU:,

NoA
t1
NoA
NoA
oA

Operator:KENNETH KINLAW County: I3LADEN
Date: 06/07/94
Distance to nearest residence (other than owner) : 1200. 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
O saws (farrow to finish) x 1417 1Ls. = 0 lbs
O sows (farrow to feeder) x 522 lbs. = 0 lbs
O head (finishing only) x 135 lbs. = 0 lbs
O sows (farrow to wean) x 433 lbs. = 0 lbs
2940 head (wean to :feeder) x 30 lbs. = 79200 lbs
LJesL.x-ibc other : 0
Total Average Live Weight = 79200 lbs
i'ilNIi'iUI•i REDUIRED 'i REATi'10 F VOLUME OF LAG00N
Volume = 79200 lbs. ALW x Treatment Volume (CF) / lb. ALW
Ti'eatnient Volume (CF) / lb. ALW = 1 CF/.Lb. ALW
Volume = 79200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 39600.O cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) -
inside top width (feet) --
Top of dike elevation (feet)
bottom of lagoon elevation, (feet)
Freeboard (feet)--- -- --- -
Side slopes (inside lagoon)
Total design, volu(hi. using prismoidal _formula
260. 0
120. 0
101.0
85.0
1.0
3.0 . 1
SS/END1 Sb/EN02 S5/ SIDEI SS/SILiE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 254.0 114.0 15.0
AREA OF TO}:
LENGTH * WIDT}-i =
254.0 114.0
AREA OF BOTTOM
LENGTH k WIDTH =
104.0 24.0
AREA OF MIDSEL'I'IUN
LENGTH * WIDTH * 4
209.0 69.0
28956 (AREA OF TOP)
3936 (AREA OF BOTTOM)
57684 (AREA OF MIDSECTION * 4)
CU. FT. = LAREA T01' (4*AREA I'IIDSEL..FION) r AREA BOTTOM]
28956.0 57664.0 3936.0
DEPTH/6
2.5
Total Designed Volume Available = 226440 CU. FT.

5. TEMPORARY STORAGE REUU IREL)
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
260.0 120.0 31200.0 square feet
Buildings (roof and lot wa ter )
0.0 square feet Describe this area.
TOTAL DA D1200.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 ib. ALW 1.37
Volume = 79200 lbs. ALW/135 lbs. ALW 1.37 gal/day 180 days
Volume = 144672 gals. or 19 341. 2 cubic feet
5B. Volume of wash water
This 1s the amount of fresh welter 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 =
Vo1ur e = 12705.9 cubic feet
528.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume of rainfall in excess of c_VelpoiraLi.utl
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
Volume
7.0 in x DA / 1 inches ches per t out
Volume = 18200.0 cubic feet
7. 0 inches

5D. Volume of 25 year
24 hour storm
Volume = 7.0 inches / 12 inches per foot DA
Volume =
18200.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
513.
5C.
5D.
TOTAL
SUMMARY
19::41
12706
18200
18200
cubic
cubic
cubic
cubic
feet
feet
feet
feet
66447 cubic feet
Temporary storage period ----
Rainfall in excess of evaporation--
25 yeai - 24 hour- rainfall_-- -
rICeb- -...
l�ud1�U - "
Side slopes
Inside top length
Inside top width --
Top of dike elevation-==
Bottom of lagoon elevation
Total required volume
Actual design volume -
high watertaule elevation (Si-IWT)=
5Lup pumping elev.- - - ---
Must -.
Must be > or = to the SHW1 elev.
Must be > or = to rain. req. treatment el. _>
r egUl r ell minimum Lr ea c merit volume --
Volume at stop pumping elevation -
Start pumping elev.--._.--.--.._
Must be at bottom of :freeboard L. 25 yr.
Actual volume less yr . -- 24 hi. f ainf all.==
volume at . tclr t pumping elevation
1tiCCiUl1 ed volume to be pumped
Actual volume planned to be pumped
Min. thickness= of soil liner when required==
_j
- - >
DESIGNED BY:`
DA.rE . &/ yYY
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
180
7.0
7.0
1.0
3.0
260. 0
120. 0
101.0
85.0
187247
226440
93. 0
95.6
> 93.0
91.0
118800
119385
98.0
rainfall
days
inches
inches
feet
: 1
feet
feet
feet
feet
cu. It.
cu. 1t.
.feet
feet
feet
feet
cu. IL.
cu. t t.
feet
208240 cu. it.
172848 cu. It.
50247 cu. It.
53463 cu. ft.
2.3 feet

OPERATION AND MAINTENANCE PLAN
-d1i;E1 i Or
This lagoon is designed for waste treatment (permanent storage) and
160 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 tor:
(1) waste ii urn animals and (2) excess rainfall after evaporation. Also
inL:luded is storage fur the 25 t' Ca -
yeac 24 hour storm f01' 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 Lu 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 u:=,ua1 .Ly the outlet invert of pipe(s) from
bui.ldi.ng(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. Ail elevation must be established
to stop pumping to maintain lagoon tieatnreiri.. depth.
Pumping can be started ui sLupj J at any time between these two
elevations fur operating L uilvellie,Ict as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Lard appylc.tiuf of waste datei is recugn.i ed as an acceptable
r(ICLhod ul disposal. Methods of application in._tude solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The t0ilowing items are to be carried out:
1. IL is s ti ort Jly recommended that the tr eatn ell L lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging gix g reduces the concentration of the initial
w.., : l e enLeling the lagoon Lhel t by 1 educing udo `:. stiuuid be
cuve1 ed with effluent at. .11 Limes. When pl ecndl-1ging is complete,
Hush buildings with r ec.ycled lagoon liquid. Flesh water should not
be used for flushing at ter initial filling.
The attached waste ut.iliz.atiun Mar, shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
Begin temporary s•tui acge pump --out of the 1aljcon when fluid level
reaches the elevation Li&,. 0 a:, m.i ked by permanent marker. Stop pump -
out when the .fluid level leaches elevation 95. E
This temporary
Storage, less 25 y- 24 hr storm, contains 50247 cubic feet or-
375848 gallons.

SHEET 2 OF 2
4. The r ccomm i-i�.�r d m., 1101.no amount to apply per ii rigation is
u1t (1) 11(_: l and the ic•i::uiuniended ma:;L um application rate is 0. 3
roilh per hour. Lu the waate utl.]_J_', aLiuri plan for lumber details.
J• Keep vegetation Lin the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigui'uus stand{.
E. lYepaii any ei oded ace a ul, areaa damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
a. Keep a minimum of 25 feet of grass vegetated buffer
waste utilization fields adjacent to perennial at earner.
not be applied in open ditches. Do not. pump within 200
residence or within 100 feet of a well. Waste shall be
manner not to reach other property and public right-of-w
az ound "
Waste will
feet of a
applied in a
ays.
S. The C.iec111 Water Act ui 1977fp1 ohibits the di �'LAlai ge of
pulluLanLs into waters of the United States. The Department of
Envir-onment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATION:=, FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the la Juull embankment and building pad shall be
�1Cd1 ed of L1 CCv logs, Mumps, i outer, Ur u sh, boulder„', sod and rubbish.
=;a tis2 ac Lory disposition will be wade of ail debris;. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use or,
the die and pad areas. Alter stripping the foundation, area of the
lagoon embankment and building pad small be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHF I LL PLACEMENT:
The completed excavation and carthfi11 shall cuo-foi nr to the lines,
glades, and elevations shown on the plans. Etil tlifill material shall
be free of material such as s,,d, roots, :;oil, stones over
El, inches in diameter, and other objectionable material. To the extent
they are suitable, C•1_Cdvat.ed matei vials can be used as :fill. The fill
shall be bl uugliL up .ir, approximately }lui i�uitLal layers not to exceed 5
L(t`:lies ii, thickness where luu :,e acid priui to compaction. Each layer
will Lie compacted by coif, ilC to ooverc,ge with t}te hauling and spreading
='LluipLen t or s,.
Li�,idcl 1 Ld,i,p1r,g i L,11ri Ul ut(le, equivalent ffl L LJ.
Curr,paLtLuli will be curl _.id l ed adeLiuut.e when 1111 material is observed
to consolidate Lo the point that settlement is not readily detectible.
.0'T E THE SPECIAL RE 3UII NENT`=; FOR PLACEMENT OF LINERS IN THE LINER
_ �_ _ __ _ _ LI hrJn� LIt�I�.F�
DLD.( ION 0 1 NIi; 35Ec:Ir' ICA J J[ ;. The embankment uf the lagoon shall be
�i1 �ta.ile�1 uL.1i,U mule impel V1uUz; Il uirl the 1 el: uir dl
e c ry a t 1 c_, ri :-; . (_: o r, t i U (_. t..i. (i ri o 1 fill heights shall 11 icier u+_Ie 5 percent for
s&Lti ,er,t. i)ikc ovo 1 leeL in height and with an impoundment
capacity of 1vJ ac e-le t ci IIIUi C Ic111 Ulll1CL tilt' Jul 1sdictioo ofthe NC.
t
,)am Safety Law. he height isdell lit_U as the Jiflel ence fri elevation
'rum Lne, oc ftsL T ucted helrJli t. Lc) Lhe downstream toe of the dike.
Precautions shall be takers dul _ rid construction to prevent excessive
cru sluff and sedimentation.
LINER: 'THE NININUN REQUIRED THICKNESS SHALL BE 2. 3 i t.
NOTE: LINERS F'AHTI AL OR ;ELL) ARE:: REQUIRED WHEN THE ATTACHED SOILS
INV.EST1LiATION REPORT _D INDICATES OR WHEN
Wti UNSUITABLE 7'AI:',L>•✓ HATEFiAL Y �S
ENCOUNTERED DULIND CONSTRUCTION. A TYPICAL. CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIUN WHEN LINERS ARE. RE0UIIiEL} BY THE SOILS REPORT.
When of eLts of un: uit,_ibl.e rrrat.OT:LOl are encountered, they will be over-
r t' 1 (J til �. L r 1 .1...:� 1 1 J f :1 �l �_ t wi t i 1 t :� i C i� � 1 C J Li ' F _. t(1 d� (IiCci:�l.li CU
Lu the 1i.,�jsl, gi aJC. The I �_ ur,�ldl L�_r, shall Le Uoi�k1111ed
as specified to grade with a 355 approved i dtei idl (i.e - CL, SC, C:i1).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
d u l l Li-Linei LI I d L C L i a 1 " h a l 1 c_: o m • i 1 1.1 111 an I ci p p r u V L' I..1 t.) u l l u W c-1 1 C rj T h e
minimum wa LCr content of the 1. 1.11eL Illy t_Cl l.cil shelll be optimum Illuistul e
content which relates tc) that moisture cc:,rlteni. when the soil is kneaded
ill the hand IL will lui.11l a Lull which Hoes 11uL i eadily '6Cjid1 came. Wdt,C1
sh,a11 be eluded .tu Lul L uw �,� ,IuI�CJJC11 y to illsul e prc,�,tl mui5tul.e content
dui ing. placement of the li.rlec. The moisture content. of the liner
material shall not be lee than optimum water content during placement.
he maximum water content L L-lc1 t_es Lu the .aoi 1 material being too wet
fol. efficit_LH. Uat ui haui.L.Luj eciuipt1It11L and pl Uper compaction. Pi up r
compaction of the liner includes placement in 9 inch lifts and
compacted Lo at least '3)0 percent of the maximum ASTM D698 Dry Unit
Weight of the liner, t1ater Lal. When s-mooth or hard, the previuus lift
shall be scarified and moistened needed before placement ut the next
lil t.
The single most important .factor affecting the overall compacted perme-
ability of a clay liner, uthei than the type of clay used fur the
liner, is the efficient L:LIf1 ;Lructiutl p1 uL:eing of the compacted linei .
The seAuenu:e of equipment use and the routing of equipment in all estab-
lished pattern helps assure uniformity in the whole placement and
c:ompac.t ion pr uo.ess. Fui most ,::lay soils, a tamping or sheepsf uo L
i u11ei is the preferable type of compaction equipment.
The soil line! L,.hall be p l uLecLed from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator (rocks )
ur using flexible outlets on waste pipes.
AlLc'i Irat.1ve" Lu soil 1..1rlel ,, ale :. y11L}ICL1.L; liner and bentorl.l e sealant.
When these are specified, additional cunstruutispecifications are
included with this Construction Specification.
CUTOFF TRENCH:
A L.uLull Li c•iii_ri ahca11 L ,....oh`,,, uuLed u11Jiel• the ewbuc1krilent area When
shown on a typical c:l u. r; ;color, .in the plan. The final depth of the
cutoff trench s}Loll UL deLei Lnirled by observation of the foundation
materials.
VEGETATION:
AliecIbud of LaLlkm=.r,L c:i11u aLllt1- Ldi L:_.u11:. LLI ucLtc.l , i l=cif }1.11 be :,-JCCI_ied
(.0 Lhe p.i.c..1nnei L'y p= 61. v'e Jt l_cxL1iJi, cl,,,,,(t ,sF.Iu _ 1
l L� t.C' df L1 l_:U11:.; L i lll.:-
Lion auc.Ui dir g to the seeuln� ec: 1 l.lc..:a L i���il�,
J �-� "i utJuil srluuic.i be placed
6rl bareas :i the dike and iIaL.i to L I•_? ceded. Tetil�.Io1 a1. y seeding o1- mulch
=.11ci11. e used of the 1 t'L:oIIIIIr-tli.ied lieiinanent VCUeLcaLiull i . out of . ea sU11
L_la Les .ILII seeding. I'C'1 lildnen t vegetation should be established as moon
ca' f.Iusi ble dul ing the ne>.: L pe1 iced of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
Wh,n Li1.e Ji ai11 , u1L er1L.ut.ii1Le1 c_J, t.fte tilt_ will be 1 eIUuv(✓d Lc a (Ili111mUfiI
III 10 feet beyond the UUL-fide toe of slope of the dike. The tilt
trench shall be baukfilied and compacted with good material such as
bC 1 , CL or CH.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED:
- -
.L.d ACRES
USE THE SEED 1'1-1.TURE LNDICATED AS FOLLOWS:
0.0 LBS. FESCUE _,RASS AT LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE URAIN AT JO LBS./ACRE (NURSERY FOR FESCUE)
1C3.0 LBS. 'PENSACC,LA' BAIIIA GRASS AT SO LBS. /ACRE
(SEE FOOTNOTE NO. 1
SEEDING DATES: MARLS{ 15 TO JUNE 15
22.4-LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LDS. UNHULLED COMMON BERMUDA GRAS AT 10 LBS. /ACRE
SEEDINFJ DATES: JANUARY 1. TO HARCH 30
0.0 LBS. RYE DRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWIN3:
2800.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
5.6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
280.0 BALES OF SMALL URAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH i'iOVING IS COMPLETED.
i_IML AND 2ETILI2ER THEN L)l 11E TO PREPARE A 3 TO 4 INCH
NOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACHEF?
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
i. PENSACOLA DAHIALAS'_:; IS SLOWER TO ESTAi:LLH THAN CONHON
BERMUDA C3A. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Kenneth Kinlaw
09-0061: Farrn #1
•
s-
Aes
Google Earth
2 2U21 Google
1:i red mark at bin ladder)
Instrument
Legend
A
N
200 ft

- -
CI
v/- b /_
-_may �1'.. 1 _
a
z
J- e
•
a, rc ♦y
i.-
•
'A.. ..- r�"'--
�r
y „ �-
v A.
/ '
_ y etvj
i•t r _
}a4' : nay
•i r
s

• 1
L. a 1E r a
"tom_ +�a.
;ono
-Ye
.�••
1
_ i.'
t
aIt
a
• •
•
•
•
-. •<• •
•
a; : x
, •T
1 J

-�i
r
:r'
cIr Y?"- - /:-1
Ft' k.
III
17
SY
AP
1.•
?.: - i _, i . 'br -
V
��Y

-
w
•'1
_a
•
r.
rtkr
•
- - --
.:.4_
_ J
_ < ia�.�, r" _ - - - -•
fir_ ?� .-
•
•
rear
_ _ L _..
•;M
•
V- yam _ _�• --' --0 -. -'!�T`-•fir O - h e h. _ ) ` - - �,_ ai(`*� •.
•
•
,r•
♦ - `
4` r.
1 � •
Lt r
J
_, •
s
♦, \, b i
444
•

eg- oo (.► k k..,bk/E7/41
C,itt1>c"., `II /7.1-7/ (
S) /'�z`'� 70°
E
55
tt
3
3
5
�.S
(VI L VEL e , o , 5gAN
t3
9
4/, c-9
S, 01
7.75
a"v,
913,9i
7 , 15
qS.o
0 6.0 18.37
t+
t3
lei
6),o3
5",911 c18.5(0
(0, 09
(07
98.y4O
247 l/JD tc i» zZ"+/_,.,,
0-2.m.• tt. 04)kiz.- B,39 % 5-3-z=
ion
( 21' 08 m
PTULL
vl P©,,J7
z_
3
(k4
9
)1
)3
502_.'' R
/0F 1
Li, 0 t1
9(1
(1,27
9, 91
3.64
3,77

POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458
[phone]
June . 21, 1994
'At-, Sam Warren
District Conservationist
T?SDA - Soil Conservation Service
Ag-Services Center
Elizabethtown, NC 28337
Re: Kenneth Kinlaw-Site 2-2640 Wean To Feeder(o J
(67- 00
?Par Mr. Warren:
Iosed for your review is the completed Animal Waste Management
o for the above referenced swine farm. Specific items included
i:his package are as follows:
- Location Map
- ASCS Tract Map
- SCS Soil Survey Map
SCS Soils Investigation Report
- Lagoon Calculations Spreadsheet
Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
Site Seeding Requirements
Earthwork Calculations
- Waste Utilization Plan (***N/A for contract growers***)
- Site Plan with Construction Details
Ls my understanding that the Waste Utilization Plan for this
:.i rm will be developed for the grower by your office.
;.ease contact me at [phone], ext. 717 if you have any
r r ,stions concerning this package.

Sincerely:
J. Neal Tucker, P.E.
Project Engineer
JNT
Enclosures
cc: File
Kenneth Kinlaw (complete package)
Roger Wells, Murphy Farms Construction Dept. (site plan only)

.,� . rt. , 1.ic.�v I yr
AGRICULTURE
CONSERVATION Elizxbcthtown, NC 28337
SEII VICE 910-862-6936
WASTE MANAGEDIENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME �ev/7 y . Q1 LOCATION
TELEPI IONS SIZE OPERATION (2) ,ZL 04
FAr—iced.
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY 1't<ODUCER /Ig FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES NO V-
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" PERENNIAL
STREAM? YES / NO
If no, site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A
MUNICIPALITY? YES NO
if yes, landowner- should consult with local zoning board about required permits.
Pem-mits must be obtained prior to design approval.
ARL UTILITIES IN CONSTRUCTION ARIA? YES NO
If yes, see Part 503 of the National Engineering Manual and foiiow policy.
(Copies of maps or other reference materials may be attached to site evaluation.)
WETLANDS •
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND?
YES NO 1/
If yes, producer must complete a Form ALi-1026.
WILL ACTION RESULT IN SWAMPBUSTIN(; YES NO V
IF WETLANDS ARE INVOLVED, IT IS TI RESPONSIBILITY OF TIIE PRODUCER TO
CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF
ENVIRONMENTAL_ MANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE
REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL PRODUCER RECEIVES
WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC DIVISION OF
ENVIRONMENTAL MANAGEMENT.
(A copy of AD-1026 and CPA-026 should he attached to site evaluation.)
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WIT}I PRODUCER...,....
PREDOMINANT WIND DIRECTION? YES t/ NO
POSSIBLE EXPANSION OF TREATMENT VOLUME FROM 1 CU.FT. UPWARDS
TO 3 CU. FT./I.B. OF ANIMAL? YES f NO
PRECIEARGING LAGOON WI 111 FRESH WATER TO AT LEAST 1/2 OF TIIE
CAPACITY? YES V NO
USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF
WASTE? YES 1/ NO
age

YS- W W U. L DtP11M,sN.M 1 u+ A.I.aw;trt 1 u••.
tC>'IL COMs&AVA1►ON }IMY Cj
i• SOIL INVESTIGATION TO DETER'ivIINE•SUITABILTTY OF PROPOSED POND SITE
FA.RhIIWM 14AWL ,7 f / —1" DISTRICT
,L.,'7
DATE 2 li2Ar 9 5r` �/
�"? ./.::
. COUNTY Ll _ , •
& C. 8. PHOTO 8I!EET NO. _ WORJ(
UNIT
W A TIxSILV) AA LA M(YASI ittMENTS
CROPLAND. ACRES PASTURg____
AC1tES•
WOODLAND ACRES TOTAL ACHES
PO D 'NO
CLASS 7 ILK UNIT CONSERVATIONIST
SKETC41 OF PROPOSED POND SHOWING WH I.E BOg1NGS WEA#.' mADE (Approx. tus1. 1"•_____ foot )
- . Losafa Psitievincg Point to cants, iw a 4tww+ and fliu.[lly w Ok•a A.
x
-
-
I
1
r
,
OA
,e./V/fir Al
4$C-7;.
4♦
i
-
NC
I21`
,
1
--t--
t
'
r
•
r
SHOWBORING
DEPTH
S CAI.1.
"4)4
4\tC.•nnnurJ
--
At anJ Est
on
--,.
a J t and tptth+,.ay borfnpl /irl( • lhrn
•htra ntC.Jiary) S)lQw L tar tdb
NUMBER AND PROFILE
ponddJ a,ca and Dorruw pit borrnpt . upalutt ecJth t•.rtkal rod
4 LI,vJti4nt Ur! datn-111.r Dorl�rlys
u...
3
�-
___
_
-
i
5
6
7
8
9
10
__
111
12
13
14
15
16
v
1
17
18
19
20
21
22
23
�.
-
. a
- j�
5��
� D
4•»
7_____.,4
y
--
8-9 ,5P
P
.
•
1
r
I
_
I
BORINGS MADE BY ��-t- i.'4f _ SIGNATURE & TM ` 4_. ,4,,i....,
5r7—

11OJL COMURVAM L 4q }[*V C[
SOIL INVESTIGATION TO DETERIUIINE' SUITA$IC171r (�F PROPQSEb POND 511'
IrAlt1~LCR'8 NAME ...._ D Ilfril I - -
DATE 1: 1,74k7 ci 4/4 COUNTY
8. C. S. PHOTO 81 I EET NO. WORK UM
,
• WAT -RS& L13 AA LA
CROPLAND ACRES PA2TURi,_
ACRI.f.S
WOODLAND ACRES TOTAL
_ _ ACRES
POND CLASS
WORK UNIT CONSIRVATIPtaST
SKEWti OF PROPOSED POND SHOWING WHEW&
BORINGS WY.R6 MADE (Approz. rcwl• 1'". 14►at)
*. Leca+N ra<1sra.m,i pof.1 .n c u, F..
Ma .I diem and Ii1lNty .. AMA.
■■■■■
■
'
111
III
IIIRIII
■■r�■r
11
err
M■IIiIiii•1111EINENOMPISIL
■
11
::iuiii
1:-•Ii:I:11
■■■
■■
■
1111
■51
I
1
j
SHOW (,\(RING ! JMU1ER
l)f G Gpii `J►/o1e anJ LSI Cum-Ii .i tpll(wy Dori : /frlf • lh.,
1 f� r\ -...:
onOno ni on Gu,..f w ntcmarld ,),Twater lat. rlr,,uham
AND PROFILE
s:i ar[+J and borrow
on darn •silt
:-ii! GnJ /hvirf • l.tp.]rG IO tU/!A lhf r'(:CQi NAY
C9
Una.
—Id
10
11
12 13 :
' i5 ;; lfi
17
19
1 120 1221
/9 —
ii.
1E122
1
I
L
MI
II
•
IJ
`1�!iiIIiii
I
1
I■
I ' �■
21111111
1
1
1
I
BORINGS MADE BY SIGNATURE & TITLE

NoA
•
N
Fo
Noa

Operator:KENNETH KINLAW County: BLADEN Date: 06/17/94
Distance to nearest residence (other than owner): 1200.0 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
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
2640 head (wean to feeder) x 30 lbs. = 79200 lbs
Describe other : 0
Total Average Live Weight = 79200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 79200 lbs. ALW x Treatment Volune(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 79200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 39600.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
290. 0
110.0
106. 0
90. 0
1.0
3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 284.0 104.0 15.0
AREA OF TOP
LENGTH * WIDTH =
284.0 104.0 29536 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
194.0 14.0 2716 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
239.0 59.0 56404 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
29536.0 56404.0 2716.0 2.5
Total Designed Volume Available = 221640 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
290.0 110.0 31900.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 31900.0 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 = 79200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 144672 gals. or 19341.2 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. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
Volume = 12705.9 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
528.0 gallons/day * 180 days storage/7.48 gallons
per CF
180 days excess rainfall
Volume = 7.0 in * DA / 12 inches per foot
Volume = 18608.3 cubic feet
7.0 inches

5D. Volume of 25 year - 24 hour storm
3.
Volume =
7.0 inches / 12 inches per foot * DA
Volume = 18608.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19341 cubic feet
5B. 12706 cubic feet
5C. 18608 cubic feet
5D. 18608 cubic feet
TOTAL 69264 cubic feet
SUMMARY
Temporary storage period
Rainfall in excess of evaporation
25 year - 24 hour rainfall
Freeboard
k;ide elopes
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 ->
Start pumping elev. >
180
7. 0
7.0
1.0
3. 0
290. 0
110. 0
106.0
90. 0
188064
221640
100. 0
101. 7
100. 0
96. 0
118800
136416
104. 0
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 203032
Volume at start pumping elevation > 193256
Required volume to be pumped > 50655
Actual volume planned to be pumped > 56840
Min. thickness of soil liner when required==> 2.3
DESIGNED BY: �/
%7d-2,7 APPROVED BY:
DATA 6 / y / DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
days
inches
inches
feet
: 1
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
cu.
cu.
cu.
cu.
feet
ft.
ft.
ft.
ft. *

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 104.0 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 101.7 . This temporary
storage, less 25 yr- 24 hr storm, contains 50655 cubic feet or
378902 gallons.

4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. 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.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE 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
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity 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 2.3 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.

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: 2.7 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 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
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
162.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
21.6 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
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2700.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
5.4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
270.0 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 WITH 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.

•
Kenneth Kinlaw
09-0061: Farm #2
}
iptti
Google Earth i."
G72021 Goggle
ladder)
Instrument
I4
t6 p 114
a FB(1
j 13
Legend

W
•

-4.ir,4. r . r
h•
.
iti
4
z
•
'_
r
11.
•
s.

4
l L
• :4z.
ly»
r •
F /'y .; t
Y? •
1,4
•
•
•
it
,
•TAIL} •Y < 1Y . .
. •tt
r a f Y,
rl
•w, '•• Y4 r r •
40 ��*•%w".. Yi F'� R',( ,..r 1J/ i'u}fir .. '41 �r�`! '..f
i. r 14•4•
` • I
•
•
•
-d •, ,-.4:',..{;o- ,� -'yit'
ff,il '" ♦ 4
: <ff f' /y
J . ^ Nt. '
ie
• 1/I••.: fr •
• r'•" ^y
• I. ail %- 4,'•r
rr
•
rag 1)
• • VAC. ,/
4 , Js
•,, , f' . , li;,• r
I +�`� l AV"
Mrj' Ay+ )r
1V'J /jl/S/.
•
w
,0,...,r Alio /
.. •.y_ -- l7.
oitti
rt
100 rig Vet,
•
r
jOr:. 11 .
r•
•
•
82. i
4
4
♦
lr, ,
.Nder
✓
•

b v./ Po )»
9z/2/(FAR , 3)
z
r7. - r) KEN7---
5
/ P5
Y8
4-7
.rq
5",O
5, 3-7
S. 20
5, 3D
9
G .33
gtv
.0
E L€M
1(4,37
5 8(
0�(-),)7
tos.7t)
io 8
IDS, 5-5
06, to
10548.
iby,5z
o3
Ste,
t9
65
4L
o
�F5
q.
aa. 5z "

MURPH•Y
F A M I L Y FARMS
May 22, 1995
Mr. Sam Warren
District Conservationist
USDA - Soil Conservation Service
122 Ag-Services Center ----
Elizabethtown, NC 28337
RE: Kenneth W. Kinlaw Site #3 - 2600 Nursery (Revision) (165 — 60
r
Dear Mr. Warren:
Enclosed for your review is the completed Animal Waste Management Plan for the
above referenced swine farm. Specific items included in this package are as follows:
-- Location Map
- ASCS Tract Map
- Soils Investigation Report
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Flan for this farm will be developed
for the grower by your office.
Please contact me at (9.10) 289-21 1 1, ext. 4629 if you have any questions concerning
this package.

)orator:Kenneth K1nlaw County:
)3laden Date: 03/12/95
.stance to nearest residence (other than owner) : 1500.0 feet
AVERAGE LIVE WEIGHT (AI_W)
O sows (farrow to finish) x 1417 lbs. - 0 lbs
O sows (farrow to feeder) x 522 lbs. - 0 lbs
O head (finishing only) x 135 lbs. = 0 lbs
O sows (farrow to wean) x 433 lbs. = 0 lbs
2600 head (wean to feeder) x 30 lbs. - 78000 ibs
Describe other :
Total Average Live Weight = 78000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 ].bs. iALW x Treatment Volume (CF) /lb. ALt4
Treatment Volume (CF) /1 b. AI_W = 1 CF/lb. ALW
Volume = 7800 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside tap length (feet) ----- inside top width (let) --------------------------------
Top of dike elevation (feet)
Bottom of lagoon elevation (feet) -------------------
Freeboard (feet) ----- -- Side slopes (inside lagoon) --------------------------
Tot_ l design volume using prismoidal formula
SS/END1
3.0
S5/LHD2 /S1 )E1. SS/SIDE2
3.0 3.0 3.0
AREA OF T01='
LENGTH * WIDTH =
189.0 119.0
AREA OF BOTTOM
LENGTH x W1DTH ==
136.3 66.8
AREA 01= MIDSECTION
LENGTH * WIDTH *
162.9 92.9
4
L_ E hl 0 r i..i
189.0
195.0
125. 0
57.4
47.7
1.0
3.0 . :l
WIDTH
119.0
22491 (AREA OF TOP)
9138 (AREA OF BOTTOM)
8.7
60534 (AREA OF MIDSECTION 4)
CU. Fr. = LAREA TOP ± (4*Al-SEA MIDSECTION) + AREA BOTTOM] .. DEPTH/6
22491.0 60533.6 9138.2 1.5
Total Designed Volume Available = 133636 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE:: AREA:
Lagoon (top of dike)
Length * Width =
195.0 125.0 24375.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL on 24375.0 square feet
Design temporary storage period to be
180 days.
Volume of waste produced
Fec:e= & urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. AI_W/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 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. Fluc.,11 systems that recirculate
the lagc=?n water are accounted for in 5A.
Volume =-
Volume
Volume of
0.0 cubic feet
rinfal.l in excess of evaporation
0.0 gallons/day . 180 days stt:or-age./7.48 gallons
per CF
Use period of time when rainfall exceeds evaporation by largest amount.
1.3E clays excess rainfall
Volume= ::._ 7.0 in )(. DA / 12 inches per foot
Volume = 14213.8 cubicfeet
7.0 inche

�. Volume of 25 ypar 24 hour storm
Volume =
Volume =
7.5 inches / 12 inches per foot * DA
15234.4 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet;
5B. 0 cubic feet
SC. 14219 cubic feet
5D. 15234 cubic feet
TOTAL 43501 cubic feet
SUMMARY
Temporary storage period===== =--------- _.--_.-----___)
Rainfall in excess of evaporation=========== =-._>
25 year - 24 hour rainfaJ.].=== =========== ==_=-_>
I= ree board __----------___=_= ____-_____-------___ __=_>
Side slopes =__--___--_=_=______---__--___---____---=-_._>
Inside top ].myth ____---______::____ =__-__ - >
Inside top wi. d t.h=====__ _______ _---------------_____>
Top of di!-k.e e].ovation:__=______------------------------->
Bottom of lagoon elevation-- _.____._--_-___:>
Total required vo l ume========.= ===------------_-___>
Actual design vca 1 urncs_====___-________-___: _------>
Seasonal high wab-ertab].e elevation (SHWT) ====>
Stop pumping
Must be > or = to the SHW'1-
Must be > or. = to min. req.. treatment el.=>
Required minimum treatment vo l umc=============>
Volume at stop pumping elevation========== === ==>
Start pumping elev._==:.-.-__-:_-_____----------__ ==>
Must be at bottom of freeboard & 25 yr. rain
Actual volume less 25 yr. - 24 hr. rainfal1===>
Volume at start pumping elevation---------____)
Required volume to he pumped = ==__= =========>
Actual volume planned to he pumped===========)
Min. thickness of soil liner when required==>
DESIGNED iY : APPROVED BY
DOTE: 0-5/9-5
Dr��r��
130
7.0
7.5
1.0
3.0
195. 0
125.0
57.4
47.7
126501
133E36
53.6
53.7
7301;10
6J.191
55.6
ia1).
116402
1 1 E 2 29
33267
35034
1.4
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMEN rS
days
inches
inches
Feet
1
feet
feet
feet
feet
r2i-l. ft.
cu. ft.
.Feet
feet
feet
feet
cu. ftt. .
feet
cu. ft.
cu. ft.
cu. ft>
c u.. f t .
feet
ah

•
""`,time''-• • • _ 1�
•w .�,t
"� �,` cam. �•�ot- s. � r
..t. 7.-...sx-v...;r4m,...:::-
!�".`N„"7` Lamtt
_ _ "•`'�tla ..i1 -..
j `� r -� . ter.i .i�. 44" '� s
+ c'7.• 47. o , at{t.;. .. s�+"•.:•i ,,a 1w.,rr.+C.►.:+'y
. t ry9.- r .yY •t"e ..j _ ' �+%�,= t. T.'� ...•ti4s 4--
ry` . � S+' �•, '�. 1 `. •.� •wit
...r•.. A'�si•�t�?: ice. •:► 7 �.�r.�.. `�'. • �t
:-..cam,.,% rir' �d tsa��►T „'. �`r: ; • •X \ • :` \ �Yr
3; "'1 '`% J��{ •' .rJ,"L_.m,,, „...
3t
•
I 1/rYl 1
1 I
s
7474
ti

LAGOON SITE SOILS INVESTIGATION
PROJECT: �/E,vvEf1r / \NL�, COUNTY: _ADExi
FIELD INVESTIGATION BY: ffG.) DATE: t7/Z /9
SITE SKETCH
2N7-6,,-�Az
wimps
(
r
r
/
r
•
CUTu
•i-re
-_
t
t
OS
\
-
/
1
- -
•
/I
__
/1
1
l
1
s\\
y
—,__.--_---
G-rT o.-£ \\
1
r
BORING
DEPTH
WT
1
BORING NUMBER AND PROFILE
SCALE
-�
0 '- 1
1%,b,,,,. s,„.
SO,
(30
- J.
-
O A�IL: E ; -7,-o
1 %,
SO (Sf /:_,...) i
3'
G,-‘;Y wA, ,TE .cg^-°
,
, T
/
1 1
8 —
BORING / SAMPLING ME 1 HOD: ��i//Uo�
SI GNATURE: �y�

Operator:KINLAW NO. 3 County: BLADEN Date: 11/28/94
Distance to nearest residence (other than owner): 0.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish) x 1417 lbs. = 0 lbs
O sows (farrow to feeder) x 522 lbs. = 0 lbs
O head (finishing only) x 135 lbs. = 0 lbs
O sows (farrow to wean) x 433 lbs. = 0 lbs
2600 head (wean to feeder) x 30 lbs. = 78000 lbs
Describe other : 0
Total Average Live Weight = 78000 lbs
2. 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
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) -- --- 220.0
Inside top width (feet) ----- 110.0
Top of dike elevation (feet) -- --- 53.8
Bottom of lagoon elevation (feet) -- -- 42.8
Freeboard (feet) ----- 1.0
Side slopes (inside lagoon) 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 214.0 104.0 10.0
AREA OF TOP
LENGTH * WIDTH =
214.0 104.0
AREA OF BOTTOM
LENGTH * WIDTH =
154.0 44.0
22256 (AREA OF TOP)
6776 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
184.0 74.0 54464 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
22256.0 54464.0 6776.0
Total Designed Volume Available = 139160 CU. FT.
* DEPTH/6
1.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
220.0 110.0 24200.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 24200.0 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 = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 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
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14116.7 cubic feet
7.0 inches

3D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 15125.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
5C. 14117 cubic feet
5D. 15125 cubic feet
TOTAL 43290 cubic feet
>. SUMMARY
Temporary storage period > 180 days
Rainfall in excess of evaporation > 7.0 inches
25 year - 24 hour rainfall > 7.5 inches
Freeboard > 1.0 feet
Side slopes > 3.0 : 1
Inside top length > 220.0 feet
Inside top width > 110.0 feet
Top of dike elevation > 53.8 feet
Bottom of lagoon elevation => 42.8 feet
Total required volume => 126290 cu. ft.
Actual design volume -> 139160 cu. ft. *
elevation (SHWT) ___> 47.8 feet
> 50.2 feet *
Must be > or = to the SHWT elev. > 47.8 feet
Must be > or = to min. req. treatment el. _> 48.8 feet
Required minimum treatment volume > 78000 cu. ft.
Volume at stop pumping elevation > 87533 cu. ft.
Start pumping elev. > 52.0 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Seasonal high watertable
Stop pumping elev.
Actual volume less 25 yr.- 24 hr. rainfall==> 124035 cu. ft.
Volume at start pumping elevation > 121960 cu. ft.
Required volume to be pumped > 33165 cu. ft.
Actual volume planned to be pumped > 34427 cu. ft. *
Min. thickness of soil liner when required==> 1.6 feet
DESIGNED BY: APPROVED BY:
DATE:
DATE: ( i131/9¢
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
j,4-ek

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (per. -.anent storage) and
180 days of temporary storage. The time req:fired 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 16;1, 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 52.0 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 50.2 . This temporary
storage, less 25 yr- 24 hr storm, contains 33165 cubic feet or
248073 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
inch per hour. .Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
S. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. A11 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.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE 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
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity 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 1.6 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 soot,
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
----------------------
-- A P'EA 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
0.0 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.
PPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONE OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
\:LL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
��,iL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
PPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
MOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
1R SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
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.

80 LBS. RYE GRASS (40 LBS./ACRE) - DECEMBER 1 TO MARCH 30
60 LBS. RYE GRAIN (30 LBS./ACRE) - NURSE FOR FESCUE
TOTAL AREA TO BE SEEDED AND MULCHED - 2.0 ACRES (APPROX.)
EARTHWORK CALCULAT
ON DATA:
METHOD USED: GRID
TOTAL EXCAVATION = 4,593 CY.
PAD AND DIKE FILL = 3,940 CY. (ADJ.)
NET = 653 CY.
SUITABLE FOR LINER = 0 CY.
WASTE = 653 CY.
EXCAVATED CLAY = 0 CY.
CLAY LINER = 1,579 CY. (ADJ.)
CLAY BORROW = 1,579 CY.
1. FILL AND CLAY LINER VOLUMES HAVE BEEN ADJUSTED 10%
FOR SHRINKAGE DUE TO COMPACTION.
2. TOTAL EXCAVATION VOLUME INCLUDES UNDERCUT FOR
CLAY LINER.
BLADEN COUNTY I DRAWN BY. DME
,,`„- \\ CARO
:i _

Kenneth Kinlaw
09-0061: Farrn #3
1114t,(•red-ma
Google Eac
02021 Google
•
- • .t
•
liu
�.
4,4
••
•
t154' t-12
14113 -
Legencl
possible seep area(s)

1 !_ lis0,V -sn
rat
•,�*�;^. i .. :►+Y ,�M:.iv"
•!� 'ti13•11s•;.: e'er f.2,.
( JUNi/t♦ 1 w [i .:.l f V r:�.
l
MEM

ANA
ra
ihaiihaggia
op
dif
a-.
•

1>
...,
. •L
�Y
•• • ; 4..• F _l- •
Kt-r -' � — . ,. ' Y.�
•
• 1.t --- r- 1,
aSt
sr
•
1,.
I_ ,, y, ur.
.,.a
•
�!'dfi'%
Ole

\
\ 4 ``` \ ...
\ \• \ .� \ R \ \
• .4 \_ • \ i - \ \ \ •
♦ \
a
\ % \
\•• w \ • \
•
•
w\ ` "•i \ a 1 "\` �t S ` ,
iL.
• ! ;. .�
.�'-
`\ \•

v

-
-
4,40_ • r 3«_,
t
4
•
-
•

J. _
K/ _y -
• ;. •• • .'
• r -
r.
iv;
�,!' '' ;.
,,y.1�•/fie' f y- --.
r,
il
• IL y�
-41
at.
figt•)i "
/ li'' ; 3 r1
/ttyicl ]1
te
n .may 4•
��./1�
s •
w
roolLs. J