310226_Application Drawings - Digester System_20240628

DU LIN COUNTY, NORTH CAROLINA
ADDRESS
713 PASTURE BRANCH RD, ROSE HILL LEGEND:
RW — = RAINWATER
CIVIL ENGINEER GAS ! = GAS LINE
LS = LIFT STATION RHETT ENTERPRISES FARM
ROESLEIN & ASSOCIATES
� — =
9200 WATSON ROAD SUITE 200 T UNDERGROUND TELEPHONE
�o �
OHE! = OVERHEAD ELECTRICAL � �p,N
ST. LOUIS, MO 63126
[phone] — ST — = STORM DRAIN �° PPS
WTL— = WATER TRANSFER LINE
GO — = GRAVITY OVERFLOWELECTRICAL ENGINEER
PL = PROPERTY LINE
ROESLEI N & ASSOCIATES, = SET BACK LIMITATIONS QQ�_____
9200 WATSON ROAD SUITE 200 1.500 = OCCUPIED RESIDENCES SET BACK
ST. LOUIS, MO 63126
2.500 = CHURCH &SCHOOL SET BACK
[phone] N
— — — = DIGESTER OPTIONS -< --
® TRUE NORTH
SHEET INDEX EXISTING POWER POLE COUNTY MAP
= CONCRETE BARRIER �S�qN� CREE
RA270-00-27018-1 - COVER & SHEET INDEX KRo
RA270-00-27018-2 -NEW DIGESTER GRADING = EXISTING SEWER MODIFICATION
RA270-00-27018-3 - AREA 1000 RHETT ENTERPRISES SITE LAYOUT = DATA FROM FISH LIFE
NATIONAL WETLANDSNDS
RA270-00-27018-4 -AREA 1000 NEW DIGESTER LAYOUT
RA270-00-27018-5 - AREA 1000 HYDRAULIC PROFILE _ oo' WET WELL SET BACK
RA270-00-27018-6 -AREA 1000 EROSION CONTROL VICINITY MAP
N
TRUE NORTH
LEGEND:
= DUPLIN COUNTY
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
GCS Interface
RA-STD-261
Biogas Draw -Off
RA-STD-267
Off -Spec Connection
RA-STD-288
Condensate Return

�•�'' .��
HARY STEWART 6/24/2024 5:49:16 PM C:\VAULT\PROJECTS\MONARCH B10 ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27018.DWG 06/28/2024

(
7
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-27018 Rhett Farms 1.000 1.200 104572.36 Sq. Ft. 9567.04 Cu. Yd. 9325.46 Cu. Yd. 241.58 Cu. Yd.<Cut>
Totals 104572.36 Sq. Ft. 9567.04 Cu. Yd. 9325.46 Cu. Yd. 241.58 Cu. Yd.<Cut>
SHASKAMP 5/24/2024 1:16:33 PM P:\200599\06-DRAWINGS\CIVIL\AlK\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27018 RHETT ENTERPRISES AFO PERMIT.DWG
<87
PIPE
BRIDGE
WE
C _ c-93
0
1 92.
84 —
\85 v
EX BARN
a FF:88.2 1
PIT:87.282 1
00 a
�1 87
Q 87----------------
g5
D
O
C-7
EX LAGOON
(27518B)

TRUE NORTH
HARY STEWART 6/26/2024 9:41:36 PM C:\VAULT\PROJECTS\MONARCH BIO ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27018.DWG

(S-8) RA-STD-255
RIP -RAP
9� PAD AT DISCHARGE
3p5 �o RAINWATER LINE
P RA-STD-256
ti
(S-3) RA-STD-274,
........... i - S` (S-9) RA-STD-261
G s (S-9) RA-STD-267
S
# (S-8) RA-STD-255 DIGESTER S-6
INFLUENT RA-STD-266
i
LAGOON 17049 s 83.00
S-7
tRA-STD-264 S
s
RIP -RAP `
PAD AT DISCHARGE - � 5�(S-5) RA-STD-289
DIGESTER s
00 0. EFFLUENT 4 -
T „ w O /�
- RAINWATER LINE /� s
S-4 / 'S
RA-STD-256 � �/ (S-1) RA-STD-280
- / WELL 100' SET BACK
G RAV I TY
o TRANSFER
5 SEWER INFLUENT LINE x
g MODIFICATIONS NEEDEDIx
0 00
00 r J
79.00 J
(S-2)
C.p RA-STD-295 J �/
LS LS
OO —WTII WTLL �WTL �WTL �WTL �WTL �WTL �WTL
1
�s.00 -
(S-1) RA-STD-285
�S RECYCLE PUMP - it k.
00rlrlot
N r
LS �� LS �� LS
LS LS LS LS LS LS LS LS 7
WTL —WTL —WTL —WTL
27518A "
WATER TRANSFER LINE
27518B
_ 2.500
- 2,500
2 500 �
o
AREA 1000 RHETT ENTERPRISES FARM 27018 LOCATION DETAIL
ZACHARY STEWART 6/26/2024 9:41:37 PM C:\VAULT\PROJECTS\MONARCH BIO ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27018.DWG
is
- (S-1) RA-STD-285
1 SEWER INFLUENT LINE
MODIFICATIONS NEEDED
1
to
L 0
LL__ J
ow- k
i��
r
'j
FARM
PRODUCTION INFORMATION
CITY
AVG AN N UAL AN I MAL POPU LATI ON
7200
ESTIMATED RNG I NJ DTH/YR
7982
AN I MAL TYPE
GF
BARN OPERATION TYPE
Flush
SYSTEMS
SYSTEM
OPTION SELECTED
CITY
EXISTING BARN EFFLUENT
GRAVITY SEWER
8
S-1
DIGESTER INFLUENT
LIFT STATION
1
S-2
DIGESTER EFFLUENT
GRAVITY 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
YES
1
F
P"-1
L�
N
TRUE NORTH
DIGESTER
PARAMETER
VALUE
UNITS
LENGTH
345
FT
WI DTH
170
FT
TOP OF DIKE ELEVATION
94.2
FT
DEPTH
12
FT
BOTTOM ELEVATION
82.2
FT
DIKE WIDTH
15
FT
INTERIOR SLOPE
3:1
EXTERIOR SLOPE
3:1
OPERATING HEIGHT
10
FT
OPERATING ELEVATION
92.2
FT
LOW DIGESTER OPERATING HEIGHT
N/A
FT
LOW DIGESTER OPERATING ELEVATION
N/A
FT
OPERATING VOLUME
2923874
GAL
TOTAL VOLUME
3755881
GAL
CUT
9567
CY
FI LL
9325
CY
NET
242
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)
811
HP02
1000
FT
DIGESTER INFLUENT (FORCED)
611
HP02
900
FT
DIGESTER INFLUENT CLEANOUT
X11
PL01
N/A
EA
DIGESTER EFFLUENT (FORCED)
611
HP02
500
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
3"
HP01
80
FT
COVER WATER DISCHARGE
3"
HP02
200
FT
POWER FLUSH
6"
HP02
100
FT
SLUDGE REMOVAL
1211
HP02
50
FT
MIXING SUCTION
811
HP02
50
FT
MIXING DISCHARGE
611
HP02
358
FT
I
I
I
SCALE1=250'
SIZE
E
MILLIMETERS:
C
21SEP23
ISSUED FOR GROWERS MEETING
ZTS
ZTS
MVK
MVK
XX =+O.10
B
08SEP23
ISSUED FOR GROWERS MEETING
ZTS
ZTS
MVK
MVK
DIMENSION TOLERANCE
(UNLESS OTHERWISE
XXX=±0.010
A
11AUG23
ISSUED FOR REVIEW
ZTS
ZTS
MVK
MVK

R DESTROY THIS DOCUM
POSSESSION. 2023 ROESUEIN & SSOCIATELS I INC. AND ROESLE NRALLTERNATIVEE ENERGY, LLC ENT AND ALL COPIES THEREOF IN ITS
DO NOT SCALE
PRINT
MONARCH BIO ENEGRY
REGISTER, NC
AREA 1000
RHETT ENTERPRISES FARM
NEW DIGESTER LAYOUT
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG.
G . SHEET REV
NO. RA270-00-27018 4OF6 C

120
110
100
�! 1
:1
LIFT STATION
F:(88.2) FF:(88.2) :(8 FF8.2) FF:(88.2)
(SEE DETAIL)
T:87.20 PIT:87.20 PIT:87.20 PIT:87.20
RIM: 87.70
F
PI
LIFT STATION
IL
FF:(84.5) FF:(84.5) FF:(84.5) FF:(84.5) FF:(84.5) (SEE DETA)
PIT:82.50 PIT:82.50 PIT:82.50 PIT:82.50 PIT:82.50
RIM: 83.00
BOTTOM:
77.70
BOTTOM:
73.00
70
NOTE:
INVERTS OF EXISTING GRAVITY PIPING ARE
APPROXIMATED BASED OK I REST AN/AILORI F
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
MIXING STATION RIM: 95.20
(SEE DETAIL)
12" MIN
ABOVE EX
GRADE
DRY WELL
BOTTOM:
87.20
LEVEL CONTROL
WET WELL
HDPE COVER RIM: 95.20 (SEE DETAIL)
TOB: 94.20 12" MIN
ABOVE EX
PROPOSED GRADE OUTLET:
DIGESTER 92.20 (LC-2)
OL: 92.20
_ INV: 89.45
INV: 89.20
INV: 91.20
LEVEL
CONTROL
PIPE (LC-1) /2
0.5% MIN. A/lCO �FV
BOTTOM: 87.20 F�T�O��
S� C,
PUMP RETURN: BOTTOM: 82.20 INV: 90.20 �M
84.20
FLOATING
EXISTING PUMP
LAGOON FB:81.75
(27518A)
NV: 80.88
TOP OF TEMP STORAGE: 81.05=
BOTTOM: 72.75
TOB: 82.75
WATER
TRANSFER
� �SHWT:77.75
EXISTING
LAGOON FB:85.00
27518B
TOP OF TEMP STORAGE: 84.30
BOTTOM: 73.00
TOB: 86.00
SHWT: 80.00
120
110
100
70
SHASKAMP 5/24/2024 1:16:35 PM P:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27018 RHETT ENTERPRISES AFO PERMIT.DWG
F
PI
LIFT STATION
IL
FF:(84.5) FF:(84.5) FF:(84.5) FF:(84.5) FF:(84.5) (SEE DETA)
PIT:82.50 PIT:82.50 PIT:82.50 PIT:82.50 PIT:82.50
RIM: 83.00
BOTTOM:
77.70
BOTTOM:
73.00
70
NOTE:
INVERTS OF EXISTING GRAVITY PIPING ARE
APPROXIMATED BASED OK I REST AN/AILORI F
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
MIXING STATION RIM: 95.20
(SEE DETAIL)
12" MIN
ABOVE EX
GRADE
DRY WELL
BOTTOM:
87.20
LEVEL CONTROL
WET WELL
HDPE COVER RIM: 95.20 (SEE DETAIL)
TOB: 94.20 12" MIN
ABOVE EX
PROPOSED GRADE OUTLET:
DIGESTER 92.20 (LC-2)
OL: 92.20
_ INV: 89.45
INV: 89.20
INV: 91.20
LEVEL
CONTROL
PIPE (LC-1) /2
0.5% MIN. A/lCO �FV
BOTTOM: 87.20 F�T�O��
S� C,
PUMP RETURN: BOTTOM: 82.20 INV: 90.20 �M
84.20
FLOATING
EXISTING PUMP
LAGOON FB:81.75
(27518A)
NV: 80.88
TOP OF TEMP STORAGE: 81.05=
BOTTOM: 72.75
TOB: 82.75
WATER
TRANSFER
� �SHWT:77.75
EXISTING
LAGOON FB:85.00
27518B
TOP OF TEMP STORAGE: 84.30
BOTTOM: 73.00
TOB: 86.00
SHWT: 80.00
120
110
100
70
SHASKAMP 5/24/2024 1:16:35 PM P:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27018 RHETT ENTERPRISES AFO PERMIT.DWG
LIFT STATION
IL
FF:(84.5) FF:(84.5) FF:(84.5) FF:(84.5) FF:(84.5) (SEE DETA)
PIT:82.50 PIT:82.50 PIT:82.50 PIT:82.50 PIT:82.50
RIM: 83.00
BOTTOM:
77.70
BOTTOM:
73.00
70
NOTE:
INVERTS OF EXISTING GRAVITY PIPING ARE
APPROXIMATED BASED OK I REST AN/AILORI F
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
MIXING STATION RIM: 95.20
(SEE DETAIL)
12" MIN
ABOVE EX
GRADE
DRY WELL
BOTTOM:
87.20
LEVEL CONTROL
WET WELL
HDPE COVER RIM: 95.20 (SEE DETAIL)
TOB: 94.20 12" MIN
ABOVE EX
PROPOSED GRADE OUTLET:
DIGESTER 92.20 (LC-2)
OL: 92.20
_ INV: 89.45
INV: 89.20
INV: 91.20
LEVEL
CONTROL
PIPE (LC-1) /2
0.5% MIN. A/lCO �FV
BOTTOM: 87.20 F�T�O��
S� C,
PUMP RETURN: BOTTOM: 82.20 INV: 90.20 �M
84.20
FLOATING
EXISTING PUMP
LAGOON FB:81.75
(27518A)
NV: 80.88
TOP OF TEMP STORAGE: 81.05=
BOTTOM: 72.75
TOB: 82.75
WATER
TRANSFER
� �SHWT:77.75
EXISTING
LAGOON FB:85.00
27518B
TOP OF TEMP STORAGE: 84.30
BOTTOM: 73.00
TOB: 86.00
SHWT: 80.00
120
110
100
70
SHASKAMP 5/24/2024 1:16:35 PM P:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27018 RHETT ENTERPRISES AFO PERMIT.DWG
BOTTOM:
77.70
BOTTOM:
73.00
70
NOTE:
INVERTS OF EXISTING GRAVITY PIPING ARE
APPROXIMATED BASED OK I REST AN/AILORI F
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
MIXING STATION RIM: 95.20
(SEE DETAIL)
12" MIN
ABOVE EX
GRADE
DRY WELL
BOTTOM:
87.20
LEVEL CONTROL
WET WELL
HDPE COVER RIM: 95.20 (SEE DETAIL)
TOB: 94.20 12" MIN
ABOVE EX
PROPOSED GRADE OUTLET:
DIGESTER 92.20 (LC-2)
OL: 92.20
_ INV: 89.45
INV: 89.20
INV: 91.20
LEVEL
CONTROL
PIPE (LC-1) /2
0.5% MIN. A/lCO �FV
BOTTOM: 87.20 F�T�O��
S� C,
PUMP RETURN: BOTTOM: 82.20 INV: 90.20 �M
84.20
FLOATING
EXISTING PUMP
LAGOON FB:81.75
(27518A)
NV: 80.88
TOP OF TEMP STORAGE: 81.05=
BOTTOM: 72.75
TOB: 82.75
WATER
TRANSFER
� �SHWT:77.75
EXISTING
LAGOON FB:85.00
27518B
TOP OF TEMP STORAGE: 84.30
BOTTOM: 73.00
TOB: 86.00
SHWT: 80.00
120
110
100
70
SHASKAMP 5/24/2024 1:16:35 PM P:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27018 RHETT ENTERPRISES AFO PERMIT.DWG
MIXING STATION RIM: 95.20
(SEE DETAIL)
12" MIN
ABOVE EX
GRADE
DRY WELL
BOTTOM:
87.20
LEVEL CONTROL
WET WELL
HDPE COVER RIM: 95.20 (SEE DETAIL)
TOB: 94.20 12" MIN
ABOVE EX
PROPOSED GRADE OUTLET:
DIGESTER 92.20 (LC-2)
OL: 92.20
_ INV: 89.45
INV: 89.20
INV: 91.20
LEVEL
CONTROL
PIPE (LC-1) /2
0.5% MIN. A/lCO �FV
BOTTOM: 87.20 F�T�O��
S� C,
PUMP RETURN: BOTTOM: 82.20 INV: 90.20 �M
84.20
FLOATING
EXISTING PUMP
LAGOON FB:81.75
(27518A)
NV: 80.88
TOP OF TEMP STORAGE: 81.05=
BOTTOM: 72.75
TOB: 82.75
WATER
TRANSFER
� �SHWT:77.75
EXISTING
LAGOON FB:85.00
27518B
TOP OF TEMP STORAGE: 84.30
BOTTOM: 73.00
TOB: 86.00
SHWT: 80.00
120
110
100
70
SHASKAMP 5/24/2024 1:16:35 PM P:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27018 RHETT ENTERPRISES AFO PERMIT.DWG
FLOATING
EXISTING PUMP
LAGOON FB:81.75
(27518A)
NV: 80.88
TOP OF TEMP STORAGE: 81.05=
BOTTOM: 72.75
TOB: 82.75
WATER
TRANSFER
� �SHWT:77.75
EXISTING
LAGOON FB:85.00
27518B
TOP OF TEMP STORAGE: 84.30
BOTTOM: 73.00
TOB: 86.00
SHWT: 80.00
120
110
100
70
SHASKAMP 5/24/2024 1:16:35 PM P:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27018 RHETT ENTERPRISES AFO PERMIT.DWG

TOP OF BERM
-1-1 _ HIGH PUMP OPERATING HEIGHT
- - - - -
LOW PUMP
0
N
z
0
12" WET WELL LATERAL N
LAGOON OPERATING LEVELS
kSPIROS1623 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
WET WELL LATERAL
CENTER OF PIPE
TOP OF SLUDGE
BOTTOM OF LAGOON

NOTFS-

NOTES:

�

NOTES:

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
06/28/2024

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

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

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