310239_Application - Digester Gen Permit Drawings_20240510

Sys.
Sys. Description
Drawing
DWG Description
LEGEND:
RA-STD-251
Typical Lagoon Operating Levels
General Drawings
RA-STD-253
Anchor Trench Installation
RA-STD-270
Liner Penetration Installation
= DUPLIN COUNTY
5-1
Digester Influent
RA-STD-280
Lift Station Pump Piping
RA-STD-265
Sewer Cleanout
RA-STD-269
Forced Sewer
S-2
Digester Effluent
RA-STD-275
Transfer Water Discharge
RA-STD-279
Gravity Transfer Installation
RA-STD-295
ART System Connection
RA-STD-262
Gravity Transfer Wet Well Installation
RA-STD-272
Wet Well Piping
5-3
Wet Well
RA-STD-273
Wet Well Pump Housing
RA-STD-274
Wet Well Level Indicator
RA-STD-278
Wet Well Sump
S-4
Cover/Rain Water
RA-STD-256
Rainwater Removal Suction Pipe
RA-STD-271
Rainwater Removal Pump
S-5
Mixing
RA-STD-289
Typical Lagoon Mixing System
RA-STD-266
Power Flush
S-6
Power Flush
RA-STD-282
Wet Well Power Flush
RA-STD-286
Gravity Transfer Power Flush
S-7
Sludge Removal
RA-STD-264
Irrigation Suction
5-8
Digester Vent
RA-STD-255
Lagoon Vent Ports
S-9
GCS Interface
RA-STD-261
RA-STD-267
Biogas Draw -Off
Off -Spec Connection
RA-STD-288
Condensate Return
'
DU LIN COUNTY, NORTH CAROLINA
ADDRESS
163 BOSTIC FARM LN, MAGNOLIA,NC
LEGEND: 2�� N �p'14J
�Fo
Rw - = RAINWATER
CIVIL ENGINEER 0
GAS = GAS LINE
MCCLU RE LS = LIFT STATION
2001 W. BROADWAY
- COLUMBIA MO 65203 T - = UNDERGROUND TELEPHONE
573-814-1568 OHE- = OVERHEAD ELECTRICAL
sT = STORM DRAIN
WTL = WATER TRANSFER LINE 5
5
TRICAL ENGINEERGo = GRAVITY OVERFLOW = �O�' MELVIN BOSTIC
_G FARM
■ � �
ROESLEIN & ASSOCIATES, PL = PROPERTY LINE
ELEC
9200 WATSON ROAD SUITE 200 = SET BACK LIMITATIONS �o-
ST. LOU IS, MO 63126 1.500 = OCCUPIED RESIDENCES SET BACK
[phone] N
2.500 - = CHURCH & SCHOOL SET BACK
DIGESTER OPTIONS TRUE NORTH eRO� _ O�
i
COUNTY MAP COSHEET INDEX / Nw
® = EXISTING POWER POLE -- Yso
= CONCRETE BARRIER \
RA270-00-27000-1 - COVER & SHEET INDEX
RA270-00-27000-2 -AREA 1000 NEW DIGESTER GRADING = EXISTING SEWER MODIFICATION
RA270-00-27000-3 - AREA 1000 MELVIN BOSTIC SITE SET BACKS = DATA FROM FISH & WILDLIFE
NATIONAL WETLANDS
RA270-00-27000-4 - AREA 1000 GENERAL ARRANGEMENTS = goo' WET WELL SET BACK
RA270-00-27000-5 -AREA 1000 HYDRAULIC PROFILE VICINITY MAP
RA270-00-27000-6 -AREA 1000 EROSION CONTROL
N
TRUE NORTH
HARY STEWART 4/26/2024 2:11:04 PM C:\VAULT\PROJECTS\MONARCH B10 ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27000.DWG

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a
p
GENERAL NOTES:
1.
THE QUANTITIES SHOWN ON THIS PLAN ARE BASED ON ENGINEER'S CALCULATIONS REQUIRED TO ACHIEVE THE
DESIRED GRADES.
2.
VERIFY LOCATION OF ALL UTILITIES (BOTH ABOVE AND BELOW GROUND) PRIOR TO ANY EXCAVATION. CALL 811 PRIOR
TO ANY EXCAVATION ACTIVITIES.
3.
EROSION PROTECTION SHALL BE INSTALLED AT INLET LOCATIONS.
4.
TOPSOIL STRIPPED FROM THE LAGOON SITE SHALL BE STOCKPILED ON -SITE FOR COVERING THE OUTSIDE OF THE
BERMS.
5.
EMBANKMENT MATERIALS SHALL BE FREE OF SOD, ROOTS, AND OTHER OBJECTIONALBLE MATERIALS.
\JI
6.
ALL ELEVATIONS SHALL BE AT GRADE OR PLUS 0.1' OF DESIGN GRADE.
7.
BERM FILL FOR THE PROPOSED LAGOON DIGESTER TO BE PLACED IN 6" LIFTS TO 95% OF STANDARD PROCTOR AT -1 %
TO +3% OF OPTIMUM MOISTURE.
8.
EACH 6" LIFT SHALL BE TESTED FOR MOISTURE/DENSITY BY A QUALIFIED GEOTECHNICAL LABORATORY APPROVED BY
ENGINEER. A FAILING TEST REQUIRES REWORK OF AREA TO MEET SPECIFICATION.
9.
THE INTERFACE SURFACE OF SUCCESSIVE LAYERS IS TO BE DISKED OR SCARIFIED PRIOR TO PLACEMENT OF
SUBSEQUENT LAYERS OF CLAY.
10.
ALL INSIDE AND OUTSIDE CUTS/FILLS ARE 3:1 UNLESS OTHERWISE NOTED.
11.
NO OFF -SITE MATERIAL MAY BE IMPORTED FOR LAGOON LINING UNLESS APPROVED BY THE ENGINEER.
12.
LAGOON TO BE LINED WITH 60-MIL THICK HDPE SYNTHETIC LINER. THE INSIDE WALLS OF THE LAGOON SHALL BE
SMOOTH ROLLED PRIOR TO LINER INSTALLATION.
13.
PROVIDE PROPER CONSTRUCTION AND WORKMANSHIP TO ENSURE NECESSARY SLOPES FOR DRAINAGE.
Cut/Fill Summary
Name Cut Factor Fill Factor 2d Area Cut
Fill Net
QTY-27000
William Bostic Jr 1.000 1.200 71673.86 Sq. Ft. 5960.38 Cu. Yd.
5745.53 Cu. Yd. 214.84 Cu. Yd.<Cut>
Totals 71673.86 Sq. Ft. 5960.38 Cu. Yd.
5745.53 Cu. Yd. 214.84 Cu. Yd.<Cut>
SHASKAMP
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MARIE BROWN ° MARIE BROWN _ < \ o
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CFEY3137 5/10/2024 2:34:28 PM C:\VAULT\PROJECTS\MONARCH B10 ENERGY\REGISTER NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27000.DWG

FARM
PL `
40
Q�
4k*
A�40*
a - , Qv
RA-STD-295 --��
-- c
S2
RA-STD-279
S2
RA-STD-279
S7
RA-STD-264
6 SEWER INFLUENT LINE
MODIFICATIONS NEEDED
PROPOSED METER DROP
LS —
� LS
� I
r
N
N
I
EXISTING POWER POLE
50' OFFSET
PRODUCTION INFORMATION
AVG ANNUALANIMAL POPULATION
ESTIMATED RN G I NJ DTH/YR
ANIMALTYPE
BARN OPERATION TYPE
SYSTEMS
QTY
4800
5360
Grow Finish
Pull/plug
SYSTEM
OPTION SELECTED
QTY
EXISTING BARN EFFLUENT
GRAVITY SEWER
6
S-1
S-2
DIGESTER INFLUENT
DIGESTER EFFLUENT
LIFT STATION
GRAVITY OVERFLOW
2
1
S-3
S-4
S-5
WET WELL
COVER/RAIN WATER REMOVAL
MIXING
YES
YES
YES
1
2
1
S-6
POWER FLUSH
YES
1
S-7
SLUDGE REMOVAL
YES
4
S-8
S-9
DIGESTER VENT
GCS INTERFACE
YES
YES
2
1
DIGESTER
PARAMETER
VALUE
UNITS
LENGTH
285
FT
WIDTH
140
FT
TOP OF DIKE ELEVATION
96
FT
DEPTH
12
FT
BOTTOM ELEVATION
84
FT
DI KE Wl DTH
15
FT
INTERIOR SLOPE
3:1
EXTERIOR SLOPE
3:1
OPERATING HEIGHT
10
FT
OPERATING ELEVATION
94
FT
LOW DIGESTER OPERATING HEIGHT
N/A
FT
LOW DIGESTER OPERATING ELEVATION
N/A
FT
OPERATING VOLUME
1803968
GAL
TOTAL VOLUME
2363517
GAL
CUT
5851
CY
FILL
5851
CY
N ET
0
CY
GO
0.-LS GO
tg .� GO -
_ Ls _ LS _ G° - PIPE
GO
; Ls AGO o
GO _LS SERVICE SIZE SPECIFICATION CITY UNITS
_ J S 5 _ o P\, EXISTING BARN EFFLUENT (GRAVITY) 811 PVC N/A N/A
RA STD 289 94.00 l /
s 7 °
P� EXISTING BARN EFFLUENT (FORCED) N/A N/A N/A N/A
o O
RA-STD-264 Al ° LIFT STATION OVERFLOW 1211 HP01 50 FT
�I O -
° ---- RW DIGESTER INFLUENT (FORCED) 8" HP02 250 FT
o RIP -RAP AT DISCHARGE
GO
N DIGESTER INFLUENT (GRAVITY) X"
GO PLO1 X FT
� 1.
94.25 GO
- ' -
- TOP OF BERM s_4 DIGESTER INFLUENT CLEAN OUT X11 PLO1 TBD EA
7RA-STD-256 ��
83.00 PL
s-7 DIGESTER EFFLUENT (FORCED) X HP02 TBD FT
RA-STD-264 WATER TRANSFER WET WELL LATERAL X" HP01 TBD FT
G
S-9 DIGESTER EFFLUENT (GRAVITY) 1211 HP01 50 FT
-256 & RA-STD-271 WET WELL LATERAL 12" HP01 50 FT
COVER WATER SUCTION 411 HP01 300 FT
Ra STD-262 COVER WATER DISCHARGE 4" T HP02 265 F
POWER FLUSH 6" HP02 100 FT
SLUDGE REMOVAL 12" HP02 150 FT
AREA 1000 MELVIN BOSTIC FARM 27000 LOCATION DETAIL
CFEY3137 5/10/2024 2:34:35 PM C:\VAULT\PROJECTS\MONARCH BIO ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27000.DWG
I I%;=%00
t=%
McCLURE TM
making lives better
2001 W. BROADWAY, COLUMBIA MO 65203
573-814-1568
NC CERTIFICATE OF AUTHORITY C-4628
I HEREBY CERTIFY THAT THIS
Z
ENGINEERING DOCUMENT WAS
w
PREPARED BY ME OR UNDER MY
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DIRECT PERSONAL SUPERVISION
AND THAT I AM A DULY LICENSED
z o
PROFESSIONAL ENGINEER UNDER
a
THE LAWS OF THE STATE OF
V
W
NORTH CAROLINA.
a
MY LICENSE NUMBER IS
�+
LICENSE -NO

THIS DOCUMENT AGREES TO IMMEDIATELY RETURN OR DESTROY THIS DOCUMENT AND ALL COPIES THEREOF IN ITS
POSSESSION. 02023ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC
D O NOT SCALE
PRINT
MONARCH BIOENERGY
REGISTER, NC
AREA 1000
MELVIN BOSTIC FARM
GENERAL ARRANGEMENTS
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG. SHEET REV
NO. RA270-00-27000 4OF6 1

120
110
100
.c
70
.E
NOTE:
INVERTS OF EXISTING GRAVITY PIPING ARE
APPROXIMATED BASED ON BEST AVAILABLE
SURVEY INFORMATION.
LEGEND:
TOB: TOP OF BANK ELEVATION
FF:
FINISHED FLOOR ELEVATION
FB:
FREEBOARD ELEVATION
EG:
EXISTING GRADE ELEVATION
OL:
OPERATING LEVEL ELEVATION
INV:
INVERT ELEVATION
SHWT:
SEASONAL HIGH WATER TABLE
LIQUID FLOW DIRECTION
PER THE NRCS ANEROBIC DIGESTER STANDARD,
RAINFALL IS INCLUDED IN DETERMINING THE
OPERATIONAL VOLUME OF THE DIGESTER. THE NOAA
ATLAS 14 30-YEAR NORMAL RAINFALL DATA FOR THE
AREA HAS BEEN USED TO DETERMINE THE 25-YEAR,
24-HOUR RAINFALL ON THE DIGESTER. WITH THIS DATA,
THE OPERATIONAL VOLUME FOR THE DIGESTER DESIGN
AT THIS SITE IS BASED ON 12 INCHES OF STRUCTURAL
FREEBOARD PLUS INCHES FOR THE 25-YEAR,
24-HOUR RAINFALL EVENT TO DETERMINE THE
INCHES OF FREEBOARD FOR THE DIGESTER.
120
110
100
ON
F STORM: 90.00 90
F TEMP
kGE: 88.65
85.00
80
70
.E
HASKAMP 5/9/2024 6:10:48 AM
P:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27000 BOSTIC AFO PERMIT.DWG

SHASKAMP 5/9/2024 6:10:49 AM
P:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27000 BOSTIC AFO PERMIT.DWG

TOP OF BERM
- - - - - -1-1 _ HIGH PUMP OPERATING HEIGHT
0
N
LOW PUMP
z
0
12" WET WELL LATERAL N
LAGOON OPERATING LEVELS
WET WELL LATERAL
CENTER OF PIPE
TOP OF SLUDGE
BOTTOM OF LAGOON
SPIROS1623 4/15/2024 9:51:16 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GEN ERAL\DEQ\RA-STD-251-2. DWG

SPIROS1623 4/15/2024 9:52:50 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\DE
DWG

LPIROS1623 4/15/2024 10:12:14 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\DEQ\RA-STD-270.DWG

reliriku

SPIROS1623 4/15/2024 10:11:05 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\D
DWG

NOTES:

1. REFERENCE DIMENSION. REFER TO FARM

SPIROS1623 4/15/2024 10:02:49 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\D
DWG

NOTES:
FLOATING COVER

SPIROS1623 4/15/2024 10:04:11 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\DEQ\RA-STD-269.DWG

�

BILL OF MATERIALS
SPEC I SIZE
SPIROS1623 3/6/2024 4:26:01 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\RA-STD-275-2.DWG

ISSPIROS1623 3/6/2024 4:31:01 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\RA-STD-295.DWG

NOTFS-

SPIROS1623 4/15/2024 9:58:32 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\D
DWG

NOTES:

TRANSFER PUMP
ELEVATION VIEW

SPIROS1623 3/7/2024 10:00:12 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\DEQ\RA-STD-272-3.DWG

PIPE INSTALLATION INSTRUCTIONS:

.�SCALE
/
IHEREBYCERTIFYTHATTHIS z o

NOT SCALE PRINT
N0.

5'-0"
1
/7
2 2 2 2 2 2 2 2 2
6" (TYP)
FRONT VIEW
BILL OF MATERIALS
TAG DESCRIPTION SPEC SIZE QTY
1 PIPE, PVC - 1" 5'
2 PIPE, PVC - 1/2" 3'
/ �, SCALE slzE MILLIMETERS:
I HEREBY CERTIFY THAT THIS z

ROESLEIIN&ASSOCIIATES,INC. DO NOT SCALE PRINT NO.

NOTES:

SPIROS1623 4/15/2024 9:56:10 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\DE
DWG

KinTF.q-

10000 opoft-,
11po �,
McCLURETM
making lives better
2001 W. BROADWAY, COLUMBIA MO 65203
573-814-1568
NC CERTIFICATE OF AUTHORITY C-4628

BILL OF MATERIALS

ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG.
SHEET REV
NO. RA -STD -271-3 1 OF 1

NnTFS-
K0

SCALE
SIZE E
MILLIMETERS:
I HEREBYCERTIFYTHATTHIS
z

RETURN OR DESTROY HBITED.
ASSOCIATES, INCFOR
IS DOCUMENT AND ALUEST
., THE HOLDER OF THIS AGREES TO IMMEDIATELY L
DO NOT SCALE
PRINT
#056059
04/29/2024
EOF IN ITS POSSESSION.
RLEIIN&ASSOCIIATES,INC.
©02019RO SPIES
ROESLEIN & ASSOCIATES, INC.
RNG DESIGN STANDARD
AREA 1000
TYPICAL LAGOON
MIXING SYSTEM
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG.
SHEET REV
NO. RA-STD-289 1 OF

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— �

BILL OF MATERIALS
TAG
DESCRIPTION
SPEC
SIZE
QTY
1
PIPE
FLANGE ADAPTER
HP02
6"
609
2
HP02
6"
1
3
BACKUP RING
HP02
6"
1
4
GASKET
STUD BOLTS W/ NUTS
HP02
6"
1
8
5
HP02
3/4" x 4%4" LG
6
BLIND FLANGE
HP02
6"
1
ROESLEIN & ASSOCIATES, INC.
RNG PIPING STANDARD ROESLEIN�
AREA 1000
POWER FLUSH ENGINEERS • MANUFACTURERS • CONSTRUCTORS
INSTALLATION DETAILS DWG. SHEET REV
NO. RA-STD-266 1 OF2 1

A 1/1Trt-%_

IROS1623 12/7/2023 10:52:52 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-282.DWG

AIf1TrC%.

6PIROS1623 4/15/2024 10:01:10 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\D
DWG

NOTES:
DAYLIGHT OUT
LAGOON VENT PORT
ELEVATION VIEW

SPIROS1623 4/15/2024 9:54:20 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\DEO\RA-STD-255-2.DWG

SECTION VIEW
SPIROS1623 4/8/2024 2:50:54 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\DEQ\RA-STD-261-1.DWG

NOTE.q-

ROESLEIN & ASSOCIATES, INC.
RNG PIPING STANDARD
AREA 1000
OFF -SPEC CONNECTION
INSTALLATION DETAILS
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG.
SHEET REV
NO. RA -STD -267 1 OF2 1

NOTES:

SPIROS1623 3/6/2024 9:56:41 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-288.DWG