310086_Application Attachment - Drawings Digester System_20240628

DU LIN COUNTY, NORTH CAROLINA
ADDRESS
1645 S NC HWY 50 MAGNOLIA, NC LEGEND:
RW = RAINWATER
= GAS LINE so
LS = LIFT STATIONCIVIL ENGINEER = \ ��
UNDERGROUND TELEPHONE Q�
OAP
MCCLU RE = OVERHEAD ELECTRICAL
2001 W. BROADWAY
= STORM DRAIN CO
COLUMBIA MO 65203
573-814-1568 wTL = WATER TRANSFER LINEsx"__�T - I—,
GO = GRAVITY OVERFLOW
� PL PROPERTY LINE PARADISE HILLFARM
ELECTRICAL ENGINEER
SET BACK LIMITATIONS
ROESLEI N & ASSOCIATES, 1.500 = OCCUPIED RESIDENCES SET BACK
9200 WATSON ROAD SUITE 200
ST. LOU IS, MO 63126 2.500 = CHURCH &SCHOOL SET BACK
314 729-0055 — — — — — = DIGESTER OPTIONS N
® = EXISTING POWER POLE
TRUE NORTH
SHEET INDEX = CONCRETE BARRIER
COUNTY MAP BROWNTON RD. so
G�
RA270-00-27003-1 - COVER & SHEET INDEX = EXISTING SEWER MODIFICATION
RA270-00-27003-2 -AREA 1000 NEW DIGESTER GRADING = DATA FROM FISH & WILDLIFE Lu ti
NATIONAL WETLANDS �O
RA270-00-27003-3 — AREA 1000 DFL FARM 1 & 2 SITE LAYOUT Z
RA270-00-27003-4 — AREA 1000 NEW DIGESTER LAYOUT = goo' WET WELL SET BACK
0
RA270-00-27003-5 — AREA 1000 HYDRAULIC PROFILE co ------
RA270-00-27003-6 —AREA 1000 EROSION CONTROL VICINITY MAP
LEGEND:
= DUPLIN COUNTY
N
-
TRUE NORTH
Detail
Drawing Control Index
Sys.
Sys. Description
Drawing
DWG Description
General Drawings
RA-STD-251
Typical Lagoon Operating Levels
RA-STD-253
Anchor Trench Installation
RA-STD-270
Liner Penetration Installation
S-1
Digester Influent
RA-STD-269
Forced Sewer
RA-STD-280
Lift Station Pump Piping
RA-STD-285
Precast Lift Station
S-2
Digester Effluent
RA-STD-263
Floating Pump Discharge
RA-STD-295
ART System Connection
S-3
Wet Well
RA-STD-262
Wet Well Installation
RA-STD-274
Wet Well Level Indicator
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
S-6
Power Flush
RA-STD-266
Power Flush
RA-STD-282
Wet Well Power Flush
S-7
Sludge Removal
RA-STD-264
Irrigation Suction
S-8
Digester Vent
RA-STD-255
Lagoon Vent Ports
S-9
BIOGAS INTERFACE
RA-STD-261
Biogas Draw -Off
RA-STD-267
Off -Spec Connection
RA-STD-288
Condensate Return

�`�•
HARY STEWART 6/24/2024 5:48:43 PM C:\VAULT\PROJECTS\MONARCH B10 ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27003.DWG 06/28/202a

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M
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-27003 Paradise Hill 1.000 1.200 91079.90 Sq. Ft. 7404.83 Cu. Yd. 7399.02 Cu. Yd. 5.81 Cu. Yd.<Cut>
Totals 91079.90 Sq. Ft. 7404.83 Cu. Yd. 7399.02 Cu. Yd. 5.81 Cu. Yd.<Cut>
SHASKAMP 6/7/2024 2:23:15 PM P:\200599\06-DRAWINGS\CIVIL\AlK\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27003 PARADISE HILL AFO PERMIT.DWG
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TOP OF BERM
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ALAN\ 1 _ a Y -`IN.� WILL REQUIRE A PROPERTY WAIVER
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ANNTILLA SCOTT
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ZACHARY STEWART 6/26/2024 9:41:28 PM C:\VAULT\PROJECTS\MONARCH B10 ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEM ENTS\RA270-00-27003.DWG
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JOHN W. ETAL C/O
MARTHA GOLDEN
7
PROPERTY OWNER
GOLDEN, JOHN W. ETAL C/O
MARTHA GOLDEN
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TRUE NORTH

- -------------------------------------------
lip
— - TEMPORARY FLARE
MIN. 50' AWAY FROM EDGE OF DIGESTER
oo
(S-8) RA-STD-255
66.000
LAGOON 27003 (S-7) -
RAI,-STD-264
i
S4 74.000 — DIGESTER
RA-STD-271 -- -
INFLUENT RAINWATER LINE
S4 S9
RAINWATER LINE 70.00 RA-STD-271, RA-STD-261
GRAVITY TRANSFER WITH
S-6 OVERFLOW STRUCTURE
RA-STD-266
00
TL xwow 7 _
79 pp0
lM1
--
--- 82.00
°o
o
GO
GG 1(� • O
DIGESTER 300'
WTL- VVTL
EFFLUENT I WTL
_- _ WTL WTL- WTL- G�
r ° s5 �I
I RA-STD-289 WTL. I
WTL WTL
WT`— 27503A
WTL_ I �
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WTL- -0
e
0
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WATER TRANSFER LINE �� I
°
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°
°
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88.000
? f
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0
GRAVITY TRANSFER LINE
(REPLACE EXISTING)
n
o
0
i
<�
°
(S-2) RA-STD-295
/ DIGESTER EFFLUENT
27503B
0
' 8aoo
W o
WELL 100' OFFSET _ o I ��''�
6 SEWER INFLUENT LINE - -
MODIFICATIONS NEEDED
PROPOSED
!�i
AREA 1000 PARADISE HILL FARM 27003 LOCATION DETAIL
HARY STEWART 6/26/2024 9:41:29 PM C:\VAULT\PROJECTS\MONARCH 1310 ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27003.DWG
0
`

FARM
PRODUCTION INFORMATION CITY
AVG AN N UAL AN I MAL POPU LATI ON 5587
ESTIMATED RNG I NJ DTH/YR 6867
AN I MAL TYPE W F
BARN OPERATION TYPE Flush
SYSTEMS
SYSTEM
OPTION SELECTED
CITY
EXISTING BARN EFFLUENT
GRAVITY SEWER
6
S-1
DIGESTER INFLUENT
LIFT STATION
2
S-2
DIGESTER EFFLUENT
FORCED WATER TRANSFER
2
S-3
WET WELL
YES
1
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
NO
0
DIGESTER
PARAMETER
VALUE
UNITS
LENGTH
300
FT
WI DTH
150
FT
TOP OF DIKE ELEVATION
81.6
FT
DEPTH
12
FT
BOTTOM ELEVATION
69.6
FT
DIKE WIDTH
15
FT
INTERIOR SLOPE
3:1
EXTERIOR SLOPE
3:1
OPERATING HEIGHT
10
FT
OPERATING ELEVATION
79.6
FT
LOW DIGESTER OPERATING HEIGHT
N/A
FT
LOW DIGESTER OPERATING ELEVATION
N/A
FT
OPERATING VOLUME
2106949
GAL
TOTAL VOLUME
2740560
GAL
CUT
7317
CY
FI LL
7005
CY
NET
312
CY
PIPE
SERVICE
SIZE
SPECIFICATION
CITY
UNITS
BARN EFFLUENT (GRAVITY)
1211
PL01
600
FT
BARN EFFLUENT (GRAVITY)
1211
HP01
50
FT
LIFT STATION OVERFLOW
1211
HP01
N/A
FT
DIGESTER INFLUENT (FORCED)
611
HP02
N/A
FT
DIGESTER INFLUENT (FORCED)
X11
PL01
N/A
FT
DIGESTER INFLUENT CLEANOUT
X"
PL01
N/A
EA
DIGESTER EFFLUENT (FORCED)
611
HP02
700
FT
WATER TRANSFER WET WELL LATERAL
1211
HP01
50
FT
DIGESTER EFFLUENT (GRAVITY)
1211
HP01
N/A
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
HP02
325
FT
NOTES:
1. NOT WETLAND ISSUES. FIELD VERIFY
N
TRUE NORTH
SCALE
1 " = 60'
SIZE
E
MILLIMETERS:
C
21SEP23
ISSUED FOR GROWERS MEETING
ZTS
MVK
MVK
xx-+-0.10
xxx=±0.010
ANGLES =±0.5'
B
08SEP23
ISSUED FOR GROWERS MEETING
ZTS
MVK
VK M
DIMENSION TOLERANCE
(UNLESS OTHERWISE
SPECIFIED)
A
11AUG23
ISSUED FOR REVIEW
ZTS
MVK
MVK
REV
DATE
REVISION DESCRIPTION
DRWN
CHK'D
APP'D
FRACTIONS:
MACHINED PARTS -±1/64
INCHES:
#
By
By
By
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
HOLE LOCATIONS ON
-
.X =±.020
AND FEDERAL LAW, INCLUDING 18 USC SECTION 1836 AND 17 USC SECTION 101 et seq . ROESLEIN & ASSOCIATES, INC. AND ROESLEIN
=±1/32
XX =±.010
ALTERNATIVE ENERGY LLC RESERVES ALL PATENT COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO THIS DOCUMENT INCLUDING ALL
WELDED ASSEMBLIES
= 005
DESIGN, MANUFACTURING, REPRODUCTION, USE, AND SALES RIGHTS THERETO, EXCEPT TO THE EXTENT SAID RIGHTS ARE EXPRESSLY
LINEAR DIMENSIONS ON
.Xxx
XXXX =±.0002
GRANTED TO OTHERS. THIS DOCUMENT MUST NOT BE DUPLICATED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS
-±1/16
STRUCTURAL WELDMENTS
WRITTEN PERMISSION OF ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC. ANY USE OF THE INFORMATION
ANGLES =±.05'
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. C2023 ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC
D O NOT SCALE
PRINT
MONARCH BIO ENEGRY
REGISTER, NC
AREA 1000
PARADISE HILL FARM
NEW DIGESTER LAYOUT
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG.
SHEET REV
NO. RA270-00-27003 4OF6 C

110
100
SOUTH BARNS NORTH BARNS
FF: 87.00
FF: 87.00
FF: 87.00
FF:84.5
FF:84.5
FF:84.5
FF:84.5
MIXING STATION
PIT:84.00
PIT:84.00
PIT:84.00
PIT:84.00
PIT:84.00
PIT:84.00
PIT:84.00
(SEE DETAIL) 12" MIN
TOBa 80 00 HDPE COVER
:1
70
NOTE:
INVERTS OF EXISTING GRAVITY PIPING ARE
APPROXIMATED BASED ON BEST AVAILABLE
SURVEY INFORMATION.
50
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
12" MIN ABOVE EX
ABOVE EX 4rRIM: 81.00 GRADE
I GRADE PROPOSED
1------- -L1- -I - 1 I I I DIGESTER
-------NEW — — — — — — — — — — — — — — — — — — — —
HEADER BOTTOM: INV: 77.60
DRY WELL 73.00
PUMP RETURN: BOTTOM: 68.00
70.00
1 TOB: 84.50
EXISTING
LAGOON FB:83.50
(27503A)
BOTTOM: 73.50
GRAVITY OVERFLOW
SHWT: 73.40
EXISTING
LAGOON FB:84.00
(27503B)
BOTTOM: 74.00
TOB: 85.00
SHWT: 74.20
110
100
t
70
50
SHASKAMP 6/7/2024 2:23:17 PM P:\200599\06—DRAWINGS\CIVIL\A1K\REGISTER—CLUSTER 1\AFO PERMIT DRAWINGS\27003 PARADISE HILL AFO PERMIT.DWG

SHASKAMP 6/7/2024 2:23:17 PM
P:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27003 PARADISE HILL AFO PERMIT.DWG

TOP OF BERM
HIGH PUMP OPERATING HEIGHT
0
N
IItolvivIlol►VAI�
:0rylyl :1110WIN 9:ICL'1I
z
CENTER OF PIPE
0
12" WET WELL LATERAL N
LAGOON OPERATING LEVELS
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
=o�

28/2024
TOP OF SLUDGE
BOTTOM OF LAGOON

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ISSPIROS1623 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
- ?

it
06/28/2024

NOTES:
DAYLIGHT OUT

NOTES:

SECTION VIEW
3
BILL OF
MATERIALS
TAG DESCRIPTION
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
�/
3 24FEB24 ADDED NOTE 10, REVISED BOLT SIZE CBE SJS CBE KPL
2 28JUN23 UPDATED BILL OF MATERIALS CBE SJS KPL CD
SCALE slzE E
MILLIMETERS:
ROESLEIN & ASSOCIATES INC.
`��� ••.....,.••
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COPIES THEREOF IN ITS POSSESSION.
©2019 ROESLEIN &ASSOCIATES, INC.
D O NOT SCALE PRINT
N 0 .

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6PIROS1623 3/7/2024 10:38:30 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-264-2.DWG

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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

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

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XX
3"
2
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

SPIROS1623 6/25/2024 2:19:20 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-274-2.DWG

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NOTES:
NOTES:
SPIROS1623 6/26/2024 9:56:24 AM

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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

d 1 /1 T r YY

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

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06/28/2024

NOTES:
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ISSPIROS1623 4/11/2024 3:11:15 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-289.DWG

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06/28/2024

6PIROS1623 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

06/28/2024