820005_Application Drawings_20191223

KILPATRICK FARM BIOGAS SYSTEM
SAMPSON COUNTY, NORTH CAROLINA
OWNER
MURPHY BROWN, INC.
1457 K BRYAN RD.
MAGNOLIA, NC 28453

1213 CULBRETH DR.
WILMINGTON, NORTH CAROLINA 28405
1-877-557-8923
ELECTRICAL ENGINEER
DAVID SIMS & ASSOCIATES, P.C.
108 GILES AVENUE, SUITE 100
WILMINGTON, NORTH CAROLINA 28403
[phone] / [phone] (FAX)
SHEET INDEX
C.1.1 - COVER & SHEET INDEX
C.2.10.1 - KILPATRICK FARM OVERALL SITE PLAN
C.3.1 - HYDRAULIC PROFILE
C.3.2 - INFLUENT & EFFLUENT PUMP STATION
DETAILS
C.3.3 - MIXING PUMP STATION DETAIL
C.3.4 - DIGESTER DETAILS
C.3.5 - EROSION CONTROL DETAILS
C.3.6 - MISCELLANEOUS DETAILS 1
C.3.7 - MISCELLANEOUS DETAILS 2
LEGEND
EXISTING
PROPOSED
— - - —
PROPERTY LINE
LIMITS OF DISTURBANCE
— LOD
SEDIMENT FENCE
SF
----25----
MAJOR CONTOURS
----26----
MINOR CONTOURS
2s
frn
FORCEMAIN
— FM
INFLUENT FORCEMAIN
IFM
EFFLUENT FORCEMAIN
EFIA —
TRANSFER FORCEMAIN
— TFM —
la'
PLUG VALVE
MI
SOLENOID VALVE
REDUCER
AIR RELEASE VALVE
• 9V
®
CLEANOUT
0
MANHOLE
0
9m
GRAVITY MAIN
GM
STORM PIPE
— — —
DITCH
—
oe
OVERHEAD ELECTRICAL
ue
UNDERGROUND ELECTRICAL
UTILITY POLE
©
TELEPHONE PEDESTAL
utel
UNDERGROUND TELEPHONE
f❑o
FIBER OPTIC PEDESTAL
fo
FIBER OPTIC
•—
FENCE
LINE
TREE LINE
WETLANDS
— WET —
APPROXIMATED WETLANDS
JACK AND BORE
0
BORE PIT
0
EXISTING IRON PIPE
TEMPORARY ROCK CHECK DAM
gas
GAS
GAS —
MONITORING WELL
z
SHRUB
9
�n
TREE
LIGHT
1�
-
ROAD CENTERLINE
-
EDGE OF PAVEMENT
CHECK VALVE
N
BIOGAS
B
®
WELL
S"PSON COUNTY
NORTH CAROLINA
DEC 2 3 2m
-F- �CLINTON,
TURKEY
NC
-1
NC
SMITHFIIELD -
OFFICE
-
BIOGASf �- • -fj
-�-
WARSAW, NC - J
PIPELINE,
ALIGNMENT a -
40 -
?- CARRO _
.
MAGNOLIA, NC
_.y
KILPATRICK FARM
Z0
BRICES
STORE RD.
-_ -
K. BRYAN RD.
-. -
(SR 1944)
`
TRINITY CHURCH RD. J
1118)
y(SR SSE
(HILL `NC_
VICINITY MAP
SCALE: NOT TO SCALE
BEFORE YOU DIGI
NC ONE CALL
(TOLL FREE_)
! ,
O •

(OR 1-800-632-4949)"'"
IT'S THE LAWI
CAVANAUGH
Stewardship through innovation
DATE: DECEMBER 23, 2019 SHEET C.1.1 PROJECT NO. BE.19.006

Table 1: Identification Dst (rf{�•'�r�'r/J///J1 / \ -- __ -�- _ _ --- -.-_. _____•--_ __-- r-\ ` — _,_ �1� -- '
,Section DesWption Cja!!y_q Unit iAddidonai Info J/I �fg y./ / 1 I I I - COVER EXISTING LAGOON'WITH\
!Gravity Waste Collecdon(GWCI _
GWC-I-PIPE
IL PVC (DR 35) Gravity Collection Line
OLF
NIA
GWC-2-CO
Cleanout
eadr
NIA
Influent Pump Station&Forcemain
IPS-I-PS
IPS)
Influent Pump Station
NIA
IPS-2-INV
Ir Digester Bypass Inlet
N/A
IPS-3-PIPE
8"PVC (DR 35)Digester BVpazs Pipe
0
NIA
IPS-4-INV
WM ester Bypassoutlet
NfA.
IPS-S-FM
6" HDPE (DR 17) Farcemain
0
LI
NIA
IPS-6-INV
16PHDPE DR In Formmain Inv. Out
-
NIA
Digester D
g )
(
D-1-DIGESTER
Proposed Di ester
-
7ahle 4JC7.lalaad 5freeIL1C
D-2-MPS
Mixing Pump Station
Table 3/C.2.10. 1 and Sheet C.3.3
11-3-PIPE
12"PVC (DR 35)
1'
LF.
D-4-SUMP
HOPE Surry Box Mixirl System Inlet
-
-
Inv. 112.60'
D-54M
8" HDPE (DR 17) Farcemain
59
L P,
D-6-PRA
Pump Re alrArea
D-7-BAF
HOPE Baffle Underflow)
-
-
fi A
D_8_8AF
0-9-INV
HDPE Baffle(OverRow)------__.-_---
8'Di esterB -ass Inlet
_-
-
Sheet C34------------
Inv,12100'
O-iD-PIPE
B.PVC35) Digester Bypass Pipe
FxlsHr�Plpz
D-11-INV
12" Digester Bypass Outlet (Exist! ng)
T.F.
Effluent IE
E-1-INV
Digester Inv. Out
Irw 120.00'
E-2-PIPE
IV' PVC (DR 35) Digester Outlet Pipe
?1L.F
IllEndd
E-3-PS
Effluent Pump Station
I ITable
S/C.2.10.1 and Detail TIC .3.2
E-44M
6" HDPE (DR 17) Farcemain
156'LF.
E-5-INV
Lagoon Invert From Di ester
k-
isG
Transfer Pump ITP)
TP-I-PUMP ;Transfer Pump
- NIA
-
TP-2-FM '6" H DPEIDR 171 Farcemain
I DLF.
N,+A
80 MIL HOPE TO CONVERT TO \\ \ ! /Tahle 4: Digester Data Table
Table 5: Effluent Pump Station - ANAEROBIC DIGESTER_--- -D-1' ._�-. - \,,,\ r ig _-
y / - - ' _ _ " I Length: 535 ft
11 ` \
Finished Grade: - 12200 ft_ j ' -DIGESTER ---�`' \ �\ Widtlr �Sft
rr Invert
120 ft 1 '�\� \\\ \} 1 \ To of Dike Elev: 122 ft
Ilmert In: 120.Odtt I \ \ !r Freeboard Elev: 120 ft E3
of Wet Weil: ].1B. ft - , j -'
NOW OR FORMERLY IF
-_-_- --) - --------- , I 'Bottom Dev: 211.11 ft-
1 J-
MURPHY FARMS, INC --
_ o' Design Flow: gPm. SAMPSON CO. PIN: 17072943001 ) J! 1 Total Volume: _ 61'aw CY
80 :Selected Puma Rate: i ! ? ( Volume at Freeboard: 47733 CY J O
g4m DEED: 1348/964 ( 1 1 I
Total Dynamic Head (TOM): 6 tl D_8 ) + / rl (� .S.A. @ Inside Tap of Dike: ]95,Slli fit
PumpHorsepower. I10h BAF ��d 1 I (,Slope. 3A
j m Pum S ed RPM : 1,760 RPM ) j I , / Total Cut _ 0 CY
__r
1
EXISTING LAGOON i
Electrical Supply: 120V CONNECT EFFLUENT ( TO BE CONVERTED TO ANAEROBIC DIGESTER % I i t i j ! Total Fill
g Eled:dolFre uen 60hz • FORCEMAIN TO EXISTING TOP OF DIKE 122.00' .-� 1 /
` -\ 3" EFFLUENT FORCEMAIN j FREEBOARD 120.00' 1 - J I- - CY
- Phase: le PIPING SYSTEM WITH ( I I I I I /J25%Smmpaction factor used for fi110
m$----Impeller Diameter. Bin. - FITTINGS AS NECESSARY -.` ( - I { i / r / /f 11 I i +I; +\1})'.1 I /' •�
Motorry : TEFc
Selected Pump: GEA
Pump Model:
-} m Shaft Length: _ 4Sft. lSTING
\ • E-1 i CAP E
I --- XI
PTF
PIPE (EXISTING) O-4 i I I \ t♦ \\ ,� �\ CO)
m
. CONNECT EFFLUENT t I I i \ \ 1 ' a
_ E-4 \ PUMP STATION TO SUMP, I I + 1 \ 1 \ \ \ \ 0 L
7�__--- \ FM EXISTING GRAVITY PIPE D-3 NV1 I III 111 1 ,.,`:\ \ \\ \
TTT ' � \ \ \ - f
\ \ ` _ - 1� \ ( PIPE 12" DIGESTER ( I II } \ \ , \ \\ \ `
BYPASS OUTLET I I I \ \ \ •r..,
SEVER EXISTING GRAVITY INV(EXISTING PIPE) I I I i +\ \ ' \\\ \\\ �
PIPE (PIPE TO BECOME I I 1
E-3
I 1 �. "-- PUMP STATION EMERGENCY �D-5 \ ;
\ \ ♦-�-'�' PS FM { 1 I 1 1 \ \ \ \ \ J 1 f I OVERFLOW PIPE) \ \ { I \
`lr. EPEE I \ \ 1
r� J• B \ I 1 D-70
PIPE I , B-5 I
CAP EXISTING
- (EXISTING) `� FLARE
'\ - i 354' OF 4" HDPE +
8 1 122- \ I I I J
"' \ I ! l (DR 17) BIOGAS PIPE }
D-6 ,I_ 1
DR2 +} I ! it i IJ mJ
".MPS ILCO
-Leg
Lo
(70
N-- 111I•s \` - - -- ro+, o
zoo\\ " $ f �\ '�2_
ZNo \ I \ EXISTING
o 1 \ \ I o 'GRAVEL GRAVEL/DIRT - -
a o a - - - - \\ \\`\ rm.l ROADS f3ARN5.� _ \\ \ I / % ,/ /!,! // J J J p� r CONNECT TO BIOGAS
1 I ACCESS `\ li
o m �� \ \\o g - \ 1 I 1 j// J 1 FITTINGS AS NECESSARY
o \ _ \ y�PIPELINE ALIGNMENT WITH
¢aw \ \\ jr. \_. ��\ .•i" _ �\ \ \\I' +' --(SEE SHEET C.3.6)
reable 3: d
Mixing de: Pump Station
FinshedGra122.00 ft
ce \\ \ \ \ \\\ \\ \ `Rim: 122.SD ft
r oe m2N •\ J / 01•\ \+�y \ \ ~ Invert iGMixingll00 Pipe:. 7.ft
! I a \oe - _ _ ' on "' \ 1 /�� \ •\\ \ \ \ \ - Invert In (From Barns, Existing):; 121.00 ft
e ,`q Bypass Invert Out: I 12100ft
/ aT \ _
Bottom of Wet Well: 1111ft
s
Depth of Wet Well: 6.-. ft
J { f S { j Design Flow: 1. gern
�m I f Jrr ��Y a�_______�___ -- _-___...--_- ---.- ion, t \\ p11 \1 0 \ 0 1 =_� _ _/jl! I Selected Pump Rate: 1,600 gpm_ \
\ } , r-- ` -- - -- '---.------- � � o r. - -_ � �: r- Total Head TDH 16 ft... \
_-----�-- /// J�
J I I JI / / /.--' - - .---.-r,--------- --- _.^-. \\ \' \ � I Nf-•-.- -.^-Y Ya. /. / Dynamic 1 ): ]
N _
! /r
tu
\\ 1 l /� I %//'-- __'" l _- r Electricals PumpSPeed (RPM): 1,760 RPM
_(1
_ _----r -- _
___ L r� LL mJ J�/1/ / 120V \
1 1 �: r1 F 1 � ElectriwlFreue 60ha \
-- - - - - -
Phase: 10
_ -\\\\\� -- - I Iler Diameter. 10in,
-- _ - - A �m 1 - _-_-,__.IMotor Type: TEFC
' ? 1 \ ( _ _ _ \ 8 \•, ,�\�.� --_ -.-IS I tied Purn GEA
2
z
& �Q
a QCL
L1J L LLl
Z U (f)
-J
J
o CIL- Q
o _J QL:
O
SHEET NUMBER
C.2.1 0.1
m
0
N
�
V
�
W
of
�
U
a
U
3
O
d
O
U
V�I
1 \ 8 I \ \\ I 1 I \ •,\� 4 "-_ ----Pum Model: Flush�
r' 1 \ /�m I ; \ _ - �\\ _.\ ~~ -•\ �A \\ \ 1 I §m� \\ \\ �_ __== Shaft Len h• _ Eft.�i."�_1\
/ \. � \ '\ ,\ �` \ \ j I ! 1 I

1135
130 EXISTING BARNS
I I I I I I I I I I I I
I I I I I I I I I I I I
125 -- _
EXISTING HEADER
120 -
110
105
TOD: TOP OF DIKE
FFE: FINISH FLOOR ELEVATION
FB: FREEBOARD ELEVATION
EMERGENCY OUTLET
PIPE FOR PUMP
STATION
HYDRAULIC PROFILE
DETAIL ,
SCALE: NOT TO SCALE
BOTTOM: 111.60'
TOD: 132.00'
BOTTOM:121-80
135
130
125
L NNECT EFFLUENT EXISTING RCEMAIN
EFFLUENT TO 120
FORCEMAIN PIPING SYSTEM
SEE SHEET C.2.10.1
FT WET WELL
BOTTOM: 118.00'
110
105
1..1
Q
o
Q
o
c
Q�
V
l
W
O � J
A QO
W
2 U �
j � J
U � Q
� Y Q
g =
SHEET NUMBER
C.3.1
0
N b
O
C, O
N o ti
O
m m U n 2
U
Ci 3 ¢
Wo L- w
V 2 Y ¢
U
N

CONFIDENTIAL
THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
O Imo--
o_
OO�z _jO
cU C)
LLj (L Lu
Lu (�
cr) Z 0-
SHEET NUMBER
C.3.2
IS"
>
M O O
N �
C, O

C S4
CONFIDENTIAL
THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
SHEET NUMBER
C.3.4

PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
rI
w
I SHEET NUMBER
C.3.5
rn
s
N
0
M
occ
O
N
Oj
m
U
C)
ao
On
Z
W
a
U
a
W
�
o
(n
[�
3
cYi
c=In
Z
Gi

THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
Cm
C V)
Or
LLJ LLI
Z CD
coiBs
v
�Q
1 SHEET NUMBER 1
1 C.3.6 1
m
C,
N
�
�
N
of
W
�
m
m
U
y
Z
d
3
U
z
O
ti
W
O
CL
WQ
V
In

SHEET NUMBER 1
1 C.3.7
CONFIDENTIAL.
-fir•,,, ,,,,,,,,,,