310090_Application Attachment - Drawings Digester System_20240628

DU LIN COUNTY, NORTH CAROLINA
ADDRESS
555 JOHN STANLEY BOSTIC RD, ROSE HILL, NC LEGEND:
RW — = RAINWATER
GA = GAS LINE Z�
LS = LIFT STATION
M C C L U R E BROWNTOWN RN. wy s0
2001 W. B ROADWAY = UNDERGROUND TELEPHONE �
CO L U M B IA MO 65203 = OVERHEAD ELECTRICAL w
CIVIL ENGINEER
573-814-1568
= STORM DRAIN
U U
WTL— = WATER TRANSFER LINE O --- co
o
GO = GRAVITY OVERFLOW
ELECTRICAL ENGINEER
PL = PROPERTY LINE
=
ROESLEIN & ASSOCIATES, SET BACK LIMITATIONS
9200 WATSON ROAD SUITE 200 1.500 = OCCUPIED RESIDENCES SET BACK
ST. LOU IS, MO 63126 2.500 = CHURCH & SCHOOL SET BACK
[phone] N
— — — — — = DIGESTER OPTIONS E'' RRD
R G�S'E
= EXISTING POWER POLE COUNTY MAP TRUE NORTH
B&C FARMS
�
= CONCRETE BARRIERSHEET INDEX = I (�
EXISTING SEWER MODIFICATION
RA270-00-27019-1
- COVER & SHEET INDEX
z�
RA270-00-27019-2
-NEW DIGESTER GRADING
= DATA FROM FISH & WILDLIFE
NATIONAL WETLANDS
RA270-00-27019-3
- AREA 1000 B & C FARMS SITE LAYOUT
= goo' WET WELL SET BACK
RA270-00-27019-4
-AREA 1000 NEW DIGESTER LAYOUT
RA270-00-27019-5
-AREA 1000 HYDRAULIC PROFILE VICINITY MAP
RA270-00-27019-6
-AREA 1000 EROSION CONTROL
co
Detail Drawing Control Index
S
HARY STEWART 6/24/2024 5:49:03 PM C:\VAULT\PROJECTS\MONARCH B10 ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27019.DWG

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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.
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-27019 B&C Farms 1.000 1.200 100401.37 Sq. Ft. 8818.04 Cu. Yd. 8851.25 Cu. Yd. 33.22 Cu. Yd.<Fill>
Totals 100401.37 Sq. Ft. 8818.04 Cu. Yd. 8851.25 Cu. Yd. 33.22 Cu. Yd.<Fill>
SHASKAMP 4/29/2024 9:15:23 AM P:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27019 B&C AFO PERMIT.DWG
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RHODES, DALLAS CHADWICK
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CARR, DONALD DAVID, JAMES
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100' WETLAND OFFSET
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P` ADOHI NC HOLDINGS I, LLC
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PROPERTY OWNER
DAI L FAMILY FARM
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PROPERTY OWNER L -
DAIL, PAUL WESTLEY
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<� S-2) RA-STD-295
EXISTING WELL (S-1) RA-STD-280 �
I , RA-STD-274
100' SET BACK ANE' .\ / �j GRAVITY TRANSFER
- - �, /Ala (S-7) RA-STD-264
PROPOSED GAS LINE - o x I�✓ ,� - DIGESTER
PROPOSED METER DROP
Q �• � ,� / / / INFLUENT
PROPOSED METER DROP e e e (S-5) RA-STD-289
o" 5 R.. RAINWATER LINE
o a o
�- (S-4) RA-STD-271
EFFLUENT .�
, (S-9) RA-STD-261
98.00 ' c, (S-9) RA-STD-267
li
(S-1) RA-STD-280 a r s
(S-4) RA-STD-271 \
+ QO 1P,
ti c 86.00 RIP RAP PAD
co 00
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®W =—WTL2O G'
_ W �WTE RAINWATER LINE ���'J (S-8) RA-STD-255
tSw �W iL LWTL RIP -RAP PAD - 1 jwoo
-- TEMPORARY FLARE. MIN 50' AWAY
� (S-1) RA-STD-285 _ S-6
t
RA-STD-266 E Yr
WATER TRANSFER LINE y 4� ➢�n
LAGOON 27019 '
1 (S-8) RA-STD-255 �`. .. ; ._.� Lp.■ -�
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AREA 1000 B&C FARMS 27019 LOCATION DETAIL
ZACHARY STEWART 6/26/2024 9:41:46 PM C:\VAULT\PROJECTS\MONARCH BIO ENERGY\REGISTER NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27019.DWG
NotI
1 HEREBY CERTIFY THAT THIS
I /
ENGINEERING DOCUMENT WAS
PREPARED BY ME OR UNDER MY
McC L U RE TM
DIRECT PERSONAL SUPERVISION
AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER
m a k i n lives better
THE LAWS OF THE STATE OF
g
NORTH CAROLINA.
2001 W. BROADWAY, COLUMBIA MO 65203
573-814-1568
MY LICENSE NUMBER IS
NC CERTIFICATE OF AUTHORITY C-4628
LICENSE -NO
N
TRUE NORTH
FARM
PRODUCTION INFORMATION CITY
AVG ANNUAL ANIMAL POPULATION 7344
ESTIMATED RNG I NJ DTH/YR 9837
AN I MAL TYPE GF
BARN OPERATION TYPE Flush
SYSTEMS
SYSTEM
OPTION SELECTED
CITY
EXISTING BARN EFFLUENT
GRAVITY SEWER
5
S-1
DIGESTER INFLUENT
LIFT STATION
2
S-2
DIGESTER EFFLUENT
GRAVITY &FORCED WATER
TRANSFER
2
S-3
WET WELL
YES
2
S-4
COVER/RAIN WATER REMOVAL
YES
2
S-5
MIXING
YES
1
S-6
POWER FLUSH
YES
1
S-7
SLUDGE REMOVAL
YES
1
S-8
EMERGENCY VENT
YES
2
S-9
BIOGAS INTERFACE
YES
1
DIGESTER
PARAMETER
VALU E
UNITS
LENGTH
330
FT
WI DTH
170
FT
TOP OF DIKE ELEVATION
97.95
FT
DEPTH
12
FT
BOTTOM ELEVATION
85.95
FT
DIKE WIDTH
15
FT
INTERIOR SLOPE
3:1
EXTERIOR SLOPE
3:1
OPERATING HEIGHT
10
FT
OPERATING ELEVATION
95.95
FT
LOW DIGESTER OPERATING HEIGHT
N/A
FT
LOW DIGESTER OPERATING ELEVATION
N/A
FT
OPERATING VOLUME
2923874
GAL
TOTAL VOLUME
3755881
GAL
CUT
8818
CY
FI LL
8851
CY
NET
—33
CY
PIPE
SERVICE
SIZE
SPECIFICATION
CITY
UNITS
BARN EFFLUENT (GRAVITY)
1211
PL01
350
FT
EXISTING BARN EFFLUENT (FORCED)
N/A
N/A
N/A
N/A
LIFT STATION OVERFLOW
1211
HP01
100
FT
DIGESTER INFLUENT (FORCED)
611
HP02
2800
FT
DIGESTER INFLUENT (FORCED)
N/A
N/A
N/A
FT
DIGESTER INFLUENT CLEANOUT
X11
PL01
N/A
EA
DIGESTER EFFLUENT (FORCED)
611
HP02
2000
FT
WATER TRANSFER WET WELL LATERAL
1211
HP01
50
FT
DIGESTER EFFLUENT (GRAVITY)
1211
HP01
300
FT
WET WELL LATERAL
N/A
N/A
N/A
FT
COVER WATER SUCTION
311
HP01
80
FT
COVER WATER DISCHARGE
311
HP02
200
FT
POWER FLUSH
611
HP02
100
FT
SLUDGE REMOVAL
1211
HP02
50
FT
MIXING SUCTION
811
HP02
50
FT
MIXING DISCHARGE
611
H P02
350
FT
SCALE
SIZE
1" = 150'
E
MILLIMETERS:
/
xx =±0.10
1
19APR24
ISSUED FOR PERMITTING
ZTS
ZTS
CF
KPL
DIMENSION TOLERANCE

SPECIFIED)
ANGLES =±0.5'
REV
#
DATE
REVISION DESCRIPTION
gy
DRWN
By
CHK'D
By
APP'D
By
FRACTIONS:
MACHINED PARTS -±1/64
HOLE LOCATIONS ON
=±1/32
WELDED ASSEMBLIES
LINEAR DIMENSIONS ON
=±1/16
STRUCTURAL WELDENTS
M
INCHES:
.X =±.020
XX =±.010
.XXX =±.005
.XXXX=±.0002
ANGLES =±.05'
THIS DOCUMENT, ALONG WITH ITS DESIGNS, KNOW-HOW AND DRAWINGS, CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION
THAT IS THE PROPERTY OF ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC AND IS PROTECTED UNDER STATE
AND FEDERAL LAW, INCLUDING 18 USC SECTION 1836 AND 17 USC SECTION 101 et se . ROESLEIN & ASSOCIATES, INC. AND ROESLEIN
q
ALTERNATIVE ENERGY, LLC RESERVES ALL PATENT, COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO THIS DOCUMENT, INCLUDING ALL
DESIGN, MANUFACTURING, REPRODUCTION, USE, AND SALES RIGHTS THERETO, EXCEPT TO THE EXTENT SAID RIGHTS ARE EXPRESSLY
GRANTED TO OTHERS. THIS DOCUMENT MUST NOT BE DUPLICATED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS
WRITTEN PERMISSION OF ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC. ANY USE OF THE INFORMATION
CONTAINED IN THIS DOCUMENT OTHER THAN BY THE AUTHORIZED RECIPIENT FOR THE EXPRESS PURPOSE FOR WHICH IT HAS BEEN
ANGLES =±1 °
PROVIDED IS STRICTLY PROHIBITED. UPON THE REQUEST OF ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC
THE HOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY RETURN OR DESTROY THIS DOCUMENT AND ALL COPIES THEREOF IN ITS
POSSESSION. 92023 ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC
D O NOT SCALE
PRINT
MONARCH BIOENERGY
REGISTER, NC ROESLEIN.
AREA 1000
B&C FARMS ENGINEERS • MANUFACTURERS • CONSTRUCTORS
GENERAL ARRANGEMENTS DWG. SHEET REV
NO. RA270-00-27019 4OF6 1

120 120
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
HASKAMP 4/29/2024 9:15:24 AM P:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27019 B&C AFO PERMIT.DWG

SHASKAMP
4/29/2024 9:15:25 AM P:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27019 B&C AFO PERMIT.DWG

TOP OF BERM
HIGH PUMP OPERATING HEIGHT
0
N l
1
12" WET WELL LATERAL
LAGOON OPERATING LEVELS
II[GANTIlIl►VAI?i
06/28/2024
WET WELL LATERAL
CENTER OF PIPE
TOP OF SLUDGE
BOTTOM OF LAGOON
SPIROS1623 3/5/2024 4:16:25 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\RA-STD-251-2.DWG

NOTES:

1. PERIMETER PIPING. SEE RA-STD-254 FOR
DETAILS.
2. NO TRENCH; EXCAVATE FROM TURNDOWN
OF LINER/COVER; BACK FILL AND COMPACT
IN STAGES TO COVER LINER/COVER.
SPIROS1623 5/3/2024 3:22:16 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\COVER DRAWINGS\DWG FILES\RA-STD-253-2.DWG

NOTES:
DAYLIGHT OUT
LAGOON EMERGENCY VENT PORT
ELEVATION VIEW

2
1. TWO EMERGENCY VENTS REQUIRED PER
LAGOON, ONE AT EACH END OF THE
LAGOON FURTHEST FROM THE BARNS.
SPIROS1623 6/20/2024 1:35:36 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\COVER DRAWINGS\DWG FILES\RA-STD-255-2.DWG

NOTES:

SPIROS1623 6/26/2024 9:00:04 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\COVER DRAWINGS\DWG FILES\RA-STD-256-2.DWG

DETAIL A: BIOGAS EXTRACTION POINT
SECTION VIEW
3
BILL OF
DESCRIPTION
MATERIALS
TAG
SPEC
SIZE
QTY
1
PIPE
HP01
811
VARIES
2
PIPE
HP01
411
20'
3
90 ELBOW
HP01
8"
1
4
ECCENTRIC REDUCER
HP01
8" x 4"
1
5
TEE
HP01
8"
2
6
FLANGE ADAPTER
HP01
8"
1
7
BACKUP RING
HP01
811
1
8
MACHINE BOLT
HP01
3/4" x 3"
8
9
BUTTERFLY VALVE
BUF05
811
1
10
22.5 ELBOW
HP01
411
1
SCALE
SIZE
E
MILLIMETERS:
xX =±o.io
XXX=+0.010
ANGLES =±0.5°
QQ
ROESLEIN CX ASSOCIATES INC.
RNG PIPING STANDARD
AREA 1000
BIOGAS DRAW -OFF
INSTALLATION DETAILS
3
24FE624
ADDED NOTE 10, REVISED BOLT SIZE
CBE
SJS
CBE
KPL
2
28JUN23
UPDATED BILL OF MATERIALS
CBE
SJS
KPL
CD
1
25MAY23
ISSUED FOR CONSTRUCTION
CBE
SJS
KPL
CD
DIMENSION TOLERANCE
(UNLESS OTHERWISE
SPECIFIED)
0
03APR23
ISSUED FOR CONSTRUCTION
CBE
SJS
KPL
CD
TM
ROESLE� �T
REV
#
DATE
REVISION DESCRIPTION
BY
DRWN
CHK'D
By
APP'D
By
FRACTIONS:
MACHINED PARTS =±1/64
HOLE LOCATIONS ON
''
WELDED ASSEMBLIES--1/32
LINEAR DIMENSIONS ON =±1/16
STRUCTURAL WELDMENTS
ANGLES =±1 '
INCHES:
X =±.020
.XX =±.010
.XXX =±.005ENGINEERS
.XXXX=±.0002
ANGLES =±.05°
• MANUFACTURERS • CONSTRUCTORS
PROBy
THIS DOCUMENT, ALONG WITH ITS DESIGNS, KNOW-HOW AND DRAWINGS, CONTAINS CONFIDENTIAL ANDPRIETARY
INFORMATION THAT IS THE PROPERTY OF ROESLEIN & ASSOCIATES, INC. AND IS PROTECTED UNDER STATE AND FEDERAL LAW,
INCLUDING 18 USC SECTION 1836 AND 17 USC SECTION 101 et seq. ROESLEIN & ASSOCIATES, INC. RESERVES ALL PATIENT,
COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO THIS DOCUMENT, INCLUDING ALL DESIGN, MANUFACTURING, REPRODUCTION,
USE, AND SALES RIGHTS THERETO, EXCEPT TO THE EXTENT SAID RIGHTS ARE EXPRESSLY GRANTED TO OTHERS. THIS DOCUMENT
MUST NOT BE DUPLICATED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN PERMISSION OF ROESLEIN &
ASSOCIATES, INC.. ANY USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT OTHER THAN BY THE AUTHORIZED RECIPIENT
FOR THE EXPRESS PURPOSE FOR WHICH IT HAS BEEN PROVIDED IS STRICTLY PROHIBITED. UPON THE REQUEST OF ROESLEIN &
ASSOCIATES, INC., THE HOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY RETURN OR DESTROY THIS DOCUMENT AND ALL
COPIES THEREOF IN ITS POSSESSION.
©2019 ROESLEIN &ASSOCIATES, INC.
DWG.
RA-STD-261-1
N O .
SHEET
OF
1 1
REV
3
D O NOT SCALE
PRINT

NOTFS-
OPERATING WATER LEVEL

SPIROS1623 6/25/2024 1:50:41 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-262-3.DWG

SSPIROS1623 3/7/2024 10:46:57 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-263-3.DWG

AIf1TrC%.

NnTF.q-

NOTE 4
1
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

FOXMiM =1

4 90 ELBOW HP01 811
5
5 BUTTERFLY VALVE BUF05 811
1
6 FLANGE ADAPTER HP01 811
2
7 BACKUP RING HP01 811
2
8 MACHINE BOLT HP01 3j4° x 3°
16
ROESLEIN & ASSOCIATES, INC.
RNG PIPING STANDARD ROESLEIN.
AREA 1000
OFF -SPEC CONNECTION ENGINEERS • MANUFACTURERS • CONSTRUCTORS
INSTALLATION DETAILS DWG. SHEET REV
NO. RA -STD -267 1 OF2 1

NOTFS-
HIGH PUMP

SPIROS1623 4/11/2024 2:46:45 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-269.DWG

NOTFS-
tl

SPIROS1623 12/8/2023 11:52:34 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-270.DWG

KinTF.q-

CS05
3" x 12"
1
CS05
3" x 8"
2
CS05
3"
1
CS05
3"
2
S P-1008A-XX
3"
1
H P02
5/8" X 13/4"
24
CS05
OUTLET %2", HEADER 3/4"
1
CS05
j2" x 4"
1
CS05
%2"
1
H P02
3"
4
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG.
SHEET REV
NO. RA -STD -271-3 1 OF 1

FRONT VIEW
fostsipiwY.
NOTES:

V
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Ed
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ROESLEIN & ASSOCIATES, INC.
RNG PIPING STANDARD
AREA 1000
RAINWATER OUTLET
PIPING DETAIL
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG.
SHEET REV
NO. RA —STD —277 1 OF

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NOTFS-

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