310123_Application Attachment - Drawings Digester System_20240809

DUPLIN COUNTY, NORTH CAROLINA
ADDRESS
332-A CARR TOWN RD ROSE HILL LEGEND: BOND'S BACON
CIVIL ENGINEER RW = RAINWATER #2 (ROSA)
- GAS — = GAS LINE
ROESLEIN & ASSOCIATES, = LIFT STATION
9200 WATSON ROAD SUITE 200
ST. LO U I S , MO 63126 = UNDERGROUND TELEPHONE of
[phone] = OVERHEAD ELECTRICAL P P
�o
= STORM DRAIN
J
WTL- = WATER TRANSFER LINE PJ'
ELECTRICAL ENGINEER Go = GRAVITY OVERFLOW
ROESLEI N & ASSOCIATES, = PROPERTY LINE J J
9200 WATSON ROAD SUITE 200 = SET BACK LIMITATIONS
ST. LO U I S, MO 63126
[phone] =OCCUPIED RESIDENCES SET BACK N =
= CHURCH & SCHOOL SET BACK
TRUE NORTH
SHEET INDEX = DIGESTER OPTIONS
COUNTY MAP
® AND CR
RA270-00-27017-1 - COVER & SHEET INDEX = EXISTING POWER POLE RD � EEK
RA270-00-27017-2 - NEW DIGESTER GRADING = CONCRETE BARRIER
RA270-00-27017-3 - AREA 1000 BONDS BACON #1 (ROSA) FARMS SITE LAYOUT = EXISTING SEWER MODIFICATION
RA270-00-27017-4 - AREA 1000 NEW DIGESTER LAYOUT =DATA FROM FISH &WILDLIFE
RA270-00-27017-5 -AREA 1000 HYDRAULIC PROFILE NATIONAL WETLANDS
RA270-00-27017-6 -AREA 1000 EROSION CONTROL = 1 00'WET WELL SET BACK 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

•�_
-•�nnnnn•-
HARY STEWART 6/28/2024 10:46:52 AM C:\VAULT\PROJECTS\MONARCH B10 ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27017.DWG /08/202

r
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-27017 Bond's Bacon 1.000 1.200 88741.21 Sq. Ft. 7674.81 Cu. Yd. 6797.26 Cu. Yd. 877.55 Cu. Yd.<Cut>
Totals 88741.21 Sq. Ft. 7674.81 Cu. Yd. 6797.26 Cu. Yd. 877.55 Cu. Yd.<Cut>
SHASKAMP 6/7/2024 3:50:11 PM P:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27017 BONDS BACON AFO PERMIT.DWG
w
/ \
/ i7J� \ -
112.50
TOP OF BERM
/ 100.50
LO 77'' FLOOR j�p6, \ °O
n NEW \p \ \ o D� G
Q
DIGESTER \\
fl STORM
o CULVERT
PIPE 9
BRIDGE p
—111~
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FF:115.5 1 t
a G PIT:112.5
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lu' FF:93.55
PIT.90.25
N p
o 27517B
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PROPERTY OWNER
TEACHEY V L L C A VIRGINIA ' '
LIABILITY CO SUITE 313 4LTD
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PROPERTY OWNER
STALLINGS, MARGARET HALL
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TEACHEY,
PROPERTY OWNER +' t �i BOBBY & WIFE
ip
CARR JOHNNIE LEE ETAL 4 `�TEACHEY, •* '
-` PROPERTY LINE • JANICE C416
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PROPERTY OWNER
2500' LAGOON SET BACK (TYP.TEACHEY V L L C A VIRGINIA
LTD LIABILITY CO SUITE 313
V — - It + �
pw
' F PROPERTY OWNER
CARR, DONALD DAVID, JAMES
L. CARR & DORIS F. CARR . ,
}
/ - 500' SETBACK T , •'.. .
•, 1500 SETBACK
/ _ - `
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ii 4+
/ EXISTING WELL 100' SETBACK i { • ' i#
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- - VV- , -
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/ f 27517 i
• o-- a� 87'
PROPERTY OWNER
BARNHILL, JAMES K, JR & WIFE
_ . BARNHILL, REG I NA T. — — — —� \� - P
PROPERTY OWNER
_ BARNHILL, JAMES K, JR & WIFE
-- BARNHILL, REG I NA T.
1500' RESIDENTIAL SET BACK (TYP.)
1.500 — 1.500 1 500 F
PROPERTY 1 500 7.500
OWNER '-
STALLINGS, 1.500 — 1.500 — 1.500 �0 PROPERTY OWNER
/ 1.500 � `
MARGARET HALL �SO �o / _ o 'So BRYANT, FULTON L, LE & WIFE _
BRYANT, AUDREY R, LEA
PROPERTY OWNER' '
CARR, JOHNNIE LEE, ETAL soo'Soo + y -�' - }
p p 1 500 1.500
,it_
0p , a
1 5 +� '
- h �+ '• �p0 � < 7 .moo O / � �
Od III
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PROPERTY OWNER
POLLOCK, HAROLD LEE, TRUSTEE - #-
C/O JAMES BRYAN PETERSON
Am r
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PROPERTY OWNER
RBG FARMS LLC
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PROPERTY OWNER �► o r I ".F LI N 1
MURRAY, O. JEROME & WIFE *�' s -_. I
I OWNER
" —
� � - • DORIS BATTS MURRAY — � r : � j ` � - � TEACHEY V L L C A � �
fle• - o �, VIRGINIA
4'
LTD LIABILITY CO
F p kill SUITE 313
TRUE NORTH
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STEWART 7/24/2024 11:36:19 AM C:\VAULT\PROJECTS\MONARCH BIO ENERGY\REGISTER NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27017.DWG

16
TEMPORARY FLARE MIN. 50' AWAY
487
FROM LAGOON EDGE
160'
S-4
RA-STD-277 &
RA-STD-271
DIGESTER
INFLUENT
o
0
LAGOON 27017 C6
o ,
DIGESTER
113' INFLUENT
300 \
%C
EXISTING WELL
Ll
Oak
1m
S-7
RA-STD-264
S-8 ~:
RA-STD-255 -
S-6
RA-STD-266
V
s
(S-4) RA-STD-271,'
(S-9) RA-STD-261Olt ,
_ (S-9) RA-STD-267
S-4
(D RA-STD-277
112.00 GRAVITY TRANSFER TO
W LAGOON IS PUMPED
j OVERFLOW PIPE AND
OVERFLOW STRUCTURE PROPERTY LINE
27517 -
41116
\�---- ``'— (S-2) RA-STD-295
(S-5) RA-STD-289
DIGESTER -
EFFLUENT
GRAVITY TRANSFER
0
0 o BONDS BACON # 1
o c�i o
0
112'�0
RECYCLE PUMP
t
7G
- r
6 SEWER MODIFICATIONS
REQUIRED
AGO# 1 '
7,08, 0o i
0
� o
y \
104.00
I
o 0O.Oo
0 1,
\ V
+L
-- F
41, —
r
di
i r
x
- J1111
A
N t
WATER
TRANSFER LINE
jo
�s
(S-1) RA-STD-280
�T
(S-1)
RA-STD-285
(S-2) RA-STD-29546
BONDS BACON # 2
do
F r i + 4 SEWER MODIFICATIONS i 0-
ip REQUIRED
AREA
1000 B
r._m
OND'S BACON #1 & #2 & #2 FARM 27017 LOCATION DETA
ZACHARY STEWART 7/24/2024 11:36:20 AM C:\VAULT\PROJECTS\MONARCH BIO ENERGY\REGISTER NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27017.DWG
IL
PROPOSED GAS LINE
vm&'. 916F
J
PRODUCTION INFORMATION
AVG ANNUAL ANIMAL POPULATION
ESTIMATED RNG I NJ DTH/YR
AN I MAL TYPE
BARN OPERATION TYPE
SYSTEM
EXISTING BARN EFFLUENT
S-1
DIGESTER INFLUENT
S-2
DIGESTER EFFLUENT
S-3
WET WELL
S-4
COVER/RAIN WATER REMOVAL
S-5
MIXING
S-6
POWER FLUSH
S-7
SLUDGE REMOVAL
S-8
EMERGENCY VENT
S-9
BIOGAS INTERFACE
PARAMETER
LENGTH
NT1101:1
„
TOP OF DIKE ELEVATION
DEPTH
BOTTOM ELEVATION
DIKE WIDTH
INTERIOR SLOPE
EXTERIOR SLOPE
OPERATING HEIGHT
OPERATING ELEVATION
LOW DIGESTER OPERATING
HEIGHT
LOW DIGESTER OPERATING
ELEVATION
OPERATING VOLUME
TOTAL VOLUME
CUT
FILL
NET
PIPE
SERVICE
SIZE
BARN EFFLUENT (GRAVITY)
1211
EXISTING BARN EFFLUENT (FORCED)
N/A
LIFT STATION OVERFLOW
1211
DIGESTER INFLUENT (FORCED)
811
DIGESTER INFLUENT (FORCED)
611
DIGESTER INFLUENT CLEANOUT
X11
DIGESTER EFFLUENT (FORCED)
611
WATER TRANSFER WET WELL LATERAL
1211
DIGESTER EFFLUENT (GRAVITY)
1211
WET WELL LATERAL
N/A
COVER WATER SUCTION
311
COVER WATER DISCHARGE
3"
POWER FLUSH
611
SLUDGE REMOVAL
1211
MIXING SUCTION
811
MIXING DISCHARGE
6"
N
TRUE NORTH
SCA
SIZE
1 I=250�
E
MILLIMETERS:

HOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY RETURN OR DESTROY THIS DOCUMENT AND ALL COPIES THEREOF IN ITS
POSSESSION. ©2023 ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC
DO NOT SCALE
PRINT
FARM
CITY
6120
8861
GF
Flush
SYSTEMS
OPTION SELECTED
CITY
GRAVITY SEWER
10
LIFT STAT I 0 N
2
GRAVITY & FORCED WATER
TRANSFER
1
Each
YES
1
YES
2
YES
1
YES
1
YES
1
YES
2
YES
1
DIGESTER
VALU E
UNITS
300
FT
160
FT
112.5
FT
12
FT
100.5
FT
15
FT
3:1
3:1
10
FT
110.5
FT
N/A
FT
N/A
FT
2299959
GAL
2977558
GAL
7675
CY
6797
CY
878
CY
SPECIFICATION
CITY
UNITS
P L01
600
FT
N/A
N/A
N/A
H P01
150
FT
H P02
N/A
FT
H P02
3000
FT
PL01
N/A
EA
H P02
3100
FT
H P01
50
FT
H P01
N/A
FT
N/A
N/A
FT
H P01
80
FT
H P02
200
FT
H P02
100
FT
H P02
50
FT
H P02
50
FT
H P02
330
FT
MONARCH BIOENERGY
REGISTER, NC
AREA 1000
BOND'S BACON #1 & #2
NEW DIGESTER LAYOUT
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG• SHEET REV
NO. RA270-00-27017 4OF6 1

130
120
110
100
SOUTH BARNS
LIFT STATION
(SEE DETAIL)
[fFF:9355 FF:93.55 RIM:90.759025 PIT:90.25
12" MIN
ABOVE EX
I I GRADE
BOTTOM:
80.75
EXISTING
LAGOON FB:88.00
27517B
SHWT: 80.00
NOTE:
INVERTS OF EXISTING GRAWPFY PIPIN 13 ARE
APPROXIMATED BASED ON BEST AVAILABLE
SURVEY INFORMATION.
70
LEGEND:
TOB: TOP OF BANK ELEVATION
BOTTOM: 77.00
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
NORTH BARNS MIXING STATION
TOB: 112.50 HDPE COVER
12" MIN (SEE DFTAIL)
BRIM: 113.50
FF:(84.5)
FF:(84.5)
FF.-115.5
ABOVE EX
GRADE
PROPOSED
DIGESTER—
FF:112.50
FF:112.50
PIT:112.50
C— — — — — — OL:110.50
INV: BOTTOM: 109.50
DRY WELL 105.50
PUMP RETURN: BOTTOM: 100.50
102.50
WATER TRANSFER
TRANSFER PUMP
WET WELL
(SEE DETAIL)
12" MIN
ABOVE EX
77 GRADE
INV: 107.75�
INV: 107.50-\
BOTTOM: 105.50
M: 113.50
FLOATING
PUMP TOB: 112
EXISTING
LAGOON FB:111.50
27517A
INVw 107 00 SHWT: 107.50
BOTTOM: 102.00
130
120
110
100
0]
No]
SHASKAMP 6/7/2024 3:50:12 PM P:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27017 BONDS BACON AFO PERMIT.DWG

SHASKAMP 6/7/2024 3:50:13 PM
P:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27017 BONDS BACON 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
TOP OF SLUDGE
BOTTOM OF LAGOON

ninTP--

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.

NOTES:
DAYLIGHT OUT BERM
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
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.

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

NnTF.q-
SSPIROS1623

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
8"
1
8 MACHINE BOLT
HP01
3/4" x 3"
8
9 BUTTERFLY VALVE
BUF05
811
1
10 22.5 ELBOW
HP01
411
1

�`.(�
AMUST
THIS DOCUMENT OTHER THAN BYUSE,
SSOCIATES CP ANY USE OF TSCLNSED,
THEIZOF RECIPIENT ENT
FOR THE FOR N THE REQUEST OF ROESLEIN
HAS BEEN PROVIDED IS STRICTLY IRNORDESTROY
STRUCTURAL WELDMENTS
ANGLES =±1'
ANGLES
=±.05°
INSTALLATION DETAILS
DWG.
SHEET REV
``
SDOCUMENTAGREEESTOIMMEDIATELYREE UIT
ASSOCIATES,RINCSTHEHOLDEROFTHIPURPOSE
THIS DOCUMENT AND ALL
RA-STD-261-1
1 OF 1 3
COPIES THEREOFIN ITS POSSESSION.
©2019ROESLEIN&ASSOCIATES, INC.
DO NOT SCALE
PRINT
NO.

NnTF.q-

NnTF.q-

SSPIROS1623 3/7/2024 10:46:12 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-263-2.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
FLOATING

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-

_ - .

NOTES:

KinTF.q-

$ �.'

�� ASSOCIATES, INC., THE HOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY
COPIE08/08/2024 @2019 OESTHEREIN&ASOF IN S CIATES,INC.
©2019 ROESLEIN &ASSOCIATES, INC.
BILL OF MATERIALS
TAG
DESCRIPTION
1
BALL VALVE - BAT02 - CL 800 FNPT
2
WATER HOSE ADAPTER, THREADED MALE OUTLET
3
BALL VALVE, BAT02 - CL800 THREADED
4
PIPE, NIPPLE, SCH 80 CARBON STEEL ERW, GALVANIZED, THREADED ENDS
5
WELD OUTLET, CARBON STEEL, 3000 LB, THREADED FEMALE OUTLET (THREAD-O-LET)
6
FLANGE, THREADED, GALVANIZED CARBON STEEL, 150 LB, RAISED FACE, BORE TO SCH 80
7
GASKET, GARLOCK 3000 NITRILE GASKET OR EQUL, %8" THICK
8
PIPE, NIPPLE, CARBON STEEL, GALVANIZED, SCH 80, THREADED ENDS
9
PIPE, NIPPLE, CARBON STEEL, GALVANIZED, SCH 80, THREADED ENDS
10
LUG BOLT, A193 GR B7 / W(2) ASTM A194 GR 2H HEAVY HEX NUTS TEFLON COATED
11
BUTTERFLY VALVE - BUF02 - CL 150, THREADED
12
FLANGE, 304 SS, RF, CL 150, THREADED
13
CAMLOCK CAP, FEMALE, 304 SS
14
MALE CAMLOCK, 304 SS, THREADED MALE OUTLET
15
FEMALE CAMLOCK, THREADED FEMALE OUTLET, 304SS
16
TRANSITION FITTING, HDPE SDR 17 TO 304 SS (M) NPT
17
MALE CAMLOCK, THREADED FEMALE OUTLET, 304 SS
18
90 ELBOW, HDPE SDR 17, PE4710 ASTM D3261 IPS
19
PIPE, HDPE, PE4710, SDR 17, DIMENSIONS PER ASTM F2619
20
ELECTROFUSION COUPLERS
21
EXTRA NITRITE O-RINGS FOR CAMLOCKS
22
PIPE, NIPPLE, CARBON STEEL, GALVANIZED, SCH 80, THREADED ENDS
23
PIPE, NIPPLE, CARBON STEEL, GALVANIZED, SCH 80, THREADED ENDS
24
90 ELBOW, GALVANIZED MALLEABLE IRON, CL150, THREADED ENDS, SCH 80
25
FLANGE, THREADED, GALVANIZED CARBON STEEL, 150 LB, RAISED FACE, BORE TO SCH 80
26
TYPE A - ALUMINUM CAMLOCK FITTING
27
LUG STUD TEFLON COATED A193 GR B7 / W(2) ASTM A194 GR 2H HEAVY HEX NUTS TEFLON COATED
28
WELD OUTLET, CARBON STEEL, 3000 LB, THREADED FEMALE OUTLET (THREAD-O-LET)
29
PIPE, NIPPLE, CARBON STEEL, GALVANIZED, SCH 80, THREADED ENDS
30
BALL VALVE - BAT02 - CL 800 THREADED
31
GASKET, GARLOCK 3000 NITRILE GASKET OR EQUAL, %8" THICK
DRWN CHK'D APP'D
BY BY BY BY
AND PROPRIETARY
UNDER STATE AND FEDERAL LAW,
INC. RESERVES ALL PATIENT,
MANUFACTURING, REPRODUCTION,
GRANTED TO OTHERS. THIS DOCUMENT
WRITTEN PERMISSION OF ROESLEIN &
THAN BY THE AUTHORIZED RECIPIENT
UPON THE REQUEST OF ROESLEIN &
OR DESTROY THIS DOCUMENT AND ALL
SCALE
SIZE E
MILLIMETERS:
X =±0.5
.Xx =±p.10
XXX=±0.010
ANGLES =±0.5°
ROESLEIN & ASSOCIATES INC.
RNG PIPING STANDARD
p
AREA 1000
RAINWATER REMOVAL PUMP
PIPING DETAILS
DIMENSION TOLERANCE
(UNLESS OTHERWISE
SPECIFIED
FRACTIONS:
MACHINED PARTS =±1/64
HOLE LOCATIONS IE =±1/32
WELDED ASSEMBLIES
LINEAR DIMENSIONS ON
STRUCTURAL WELDMENTS —±1/16
ANGLES =±1 °
INCHES:
X =±.020
.XX =±.010
XXX _
.XXXX=±.0002
ANGLES =±.p5°
CONTAINS CONFIDENTIAL
INC. AND IS PROTECTED
IN & ASSOCIATES,
INCLUDING
INCLUDING ALL DESIGN,
ARE EXPRESSLY
WITHOUT THE EXPRESS
DOCUMENT OTHER
STRICTLY PROHIBITED.
RETURN
DO NOT SCALE
PRINT
SPEC
SIZE
QTY
CS05
1"
1
SP-1006B-XX
3/4" NPT (M) x 3/4"
1
CS05
3/4„
1
CS05
3/4" x 4"
1
CS05
OUTLET 3/4", HEADER 1%2"
1
CS05
3"
1
CS05
3"
2
CS05
1 " x 4"
1
CS05
3" x 8"
1
CS05
5/8" X 13/4"
g
CS05
3"
2
CS05
3"
1
S P-1007-A-XX
3"
1
S P-1007 B-XX
3"
1
SP-1007C-XX
3"
2
H P02
3"
3
SP-1007D-XX
3"
2
H P02
3"
2
H P02
3"
10,
HP02
3"
AS NEEDED
SP-1007E-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

FRONT VIEW

`�� ,
NOTES:

V
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

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

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

rl

NOTES:

SPIROS1623 3/6/2024 4:28:39 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\RA-STD-285-2.DWG

' /08/202A

NOTES:
6 � 5 � 4 1

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