310033_Application Attachment - Drawings Digester System_20240806

DU LIN COUNTY, NORTH CAROLINA
ADDRESS
593 PAUL ED DAIL RD, KENANSVILLE,NC
GNPP�� �O
LEGEND.
�G N 90aso
RW = RAINWATER O
CIVIL ENGINEER O< 10R SGHOOL Rp.
= GAS LINE .pO _ FPRR
MCCLU RE
LS = LIFT STATION ywY 24
2001 W. BROADWAY
COLUMBIA MO 65203 T = UNDERGROUND TELEPHONE
573-814-1568 OHE- = OVERHEAD ELECTRICAL
sT = STORM DRAIN
WTL- = WATER TRANSFER LINE DFL FARM #1
ELECTRICAL ENGINEER
- Go - = GRAVITY OVERFLOW DFL FARM #2
ROESLEIN &ASSOCIATES, �o
9200 WATSON ROAD SUITE 200 = PROPERTY LINE '1/4
Rp
ST. LOU IS, MO 63126 = SET BACK LIMITATIONS
[phone]
1.500 = OCCUPIED RESIDENCES SET BACK
N
2.500 = CHURCH & SCHOOL SET BACK . 1-1/0<
SHEET INDEX =
TRUE NORTH �`/04
�
DIGESTER OPTIONS COUNTY MAP `S<�
RA270-00-27021-1 - COVER & SHEET INDEX = EXISTING POWER POLE
O
RA270-00-27021-2 -AREA 1000 NEW DIGESTER GRADING
= CONCRETE BARRIER
RA270-00-27021-3 -AREA 1000 DFL FARM 1 & 2 SITE LAYOUT � ! sp Oo50�
RA270-00-27021-4 -AREA 1000 NEW DIGESTER LAYOUT = EXISTING SEWER MODIFICATION CO 0
RA270-00-27021-5 - AREA 1000 HYDRAULIC PROFILE = DATA FROM FISH & WILDLIFE
RA270-00-27021-6 -AREA 1000 EROSION CONTROL NATIONAL WETLANDS
= 100' WET WELL SETBACK VICINITY MAP
Detail
Drawing Control Index
N
LEGEND: TRUE NORTH
= DUPLIN COUNTY
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 7/10/2024 9:08:42 AM C:\VAULT\PROJECTS\MONARCH B10 ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27021.DWG

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-27021 DFL 1.000 1.200 125969.44 Sq. Ft. 11764.41 Cu. Yd. 11517.32 Cu. Yd. 247.09 Cu. Yd.<Cut>
Totals 125969.44 Sq. Ft. 11764.41 Cu. Yd. 11517.32 Cu. Yd. 247.09 Cu. Yd.<Cut>
CHAMILTON 7/2/2024 9:15:38 AM R:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27021 DFL AFO PERMIT.DWG
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FF:83.5
° PIT:83.0
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° 0110 (27521)
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A
PROPERTY OWNER
DAIL FARMS LIVESTOCK, LLC
PROPERTY OWNERS
DAIL HENERY
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PROPERTY OWNERS
DAIL HENERY
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PROPERTY OWNER \� <- PROPERTY OWNERS -
DAIL, HENRY GIBSON PL _ PROPERTY OWNERS TC&I TIMBER COMPANY, LLC C/O THE CAMPBELL
DAIL FARMS �< GROUP LLC. -
Pt
LIVESTOCK, LLC -
PL I A
a PL /
0000\
1.500 1.500
A 50°
1, s ` -
1.50 1.500 l.S°0 °° ,�� D F L 1 -
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s°°
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PL ----
PROPERTY OWNER
HALL, MARGARET E.
P� PROPERTY OWNERS
P� e DAIL FARMS
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\A LIVESTOCK, LLC so ` ,�1500' SETBACK
S0O
PROPERTY OWNER Q, _
MOORE, HENRY LEWIS HRS, r r - z -
ETAL C/O JOSEPH MOORE / o
PL
-SETBACK LIMITATIONS
QWT`� PROPERTY OWNERS - _ALad
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LIVESTOCK, LLC
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PROPERTY LINE (TYP.)
1.
27522
- DFL 2 T � Pt 1
FARM ,=,--, PROPERTY OWNER
so PROPERTY OWNERS •� � N� � f -�.- •
DAIL PAUL HENRY & DAIL JODIE ELIZABETH
PROPERTY OWNERS
DAIL FARMS DAIL FARMS / PROPERTY OWNERS DAIL
\ LIVESTOCK LLC FARMS LIVESTOCK LLC 1' — PL PL �� PROPERTY OWNER
so LIVESTOCK, LLC T PL — PL
soo .soo �! DAIL, PAUL HENRY & DAIL JODIE ELIZABETH
\ _ r
PROPERTY OWNER `� PROPERTY OWNER
MOORE, MARGUERITE
� o° N.
' PL PL DAIL, PAUL HENRY & DAIL JODIE ELIZABETH
a J vlL 1150' RESIDENTIAL '' PL PL � PL PL
- n � 9�05 15°° _ SET BACK (TYP.) - PROPERTY OWNER
00 —1�o00 5b�00� �� I PL PL PL DAIL, PAUL HENRY & DAIL JODIE ELIZABETH
—�.50 PROPERTY OWNERS--- PROPERTY OWNER -
DAIL FARMS PL � PL � PL DAIL, PAUL HENRY & DAIL JODIE ELIZABETH
QA PROPERTY OWNERS LIVESTOCK, LLC �/,,,■�
r
DAIL FARMS --- - -- ---
LIVESTOCK, LLC PL � PL PROPERTY OWNER
DAIL, PAUL HENRY & DAIL JODIE ELIZABETH _
100 ROAD SETBACK
A� PL TRUE NORTH
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ZACHARY STEWART 7/10/2024 9:08:44 AM C:\VAULT\PROJECTS\MONARCH B10 ENERGY\REGISTER NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27021.DWG

IRRIGATION PIVOT
IRRIGATION PIVOT
BSEWER INFLUENT MODIFICATIONNEEDED
- 78.000
BARN 7g.000
o00 82.0'
6o
.000
BARN 2 83•01 D F L 1
* FARM
4111 3
83.0' >
I
BARN 4 (S-1) RA-STD-285
83.0' !S
27521
G BARN 5�
82,01
BARN 6�
82.0' ----
I
BARN 7 N
82.0'
BARN
8 1
o
0) o �082.0�
0 0 --
CD
°�°
00
Lo
Co
o a2oo ��
i
oe000l*
77.00
r�
o°
0
r
N -1
r
(S-1) RA-STD-280 11 WATER TRANSFER LINE
N�
r a
N�
I 1
1 wry
WrL
BARN RECYCLE
83.0' I� PUMP
NI
BARN 2
rI
830'
I0
NI
BARN 3
83 0' 27522
GRAVITY TRANSFER I - - - �•�!
r
BARN 4 rI -
83.0'-------
------------- _
I°
�I DFL 2
I FARM
BARN 5 I
CD82.00
N 83.0l
m Go --------- I"
0
(S-8) RA-STD-2664_/
BARN 6
-
83.0' o
GO I
us
SGO
GG �
�
6 SEWER INFLUENT LINE Go lS 5
MODIFICATION NEEDED 10
1
� I _
R_C\ RA -STD- 66 1 85.00
RAIN WATER LINE
S-4
RA-STD-277 & RA-STD-289 ji (S-5) RA-STD-289
AREA 1000 DFL1 & DFL2 FARM
ZACHARY STEWART 7/10/2024 10:50:59 AM C:\VAULT\PROJECTS\MONARCH BIO ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27021.DWG
75.00
r-q
L,J
(S-2) RA-STD-295
F o�
F1 WATER TRANSFER LINE
TEMPORARY FLARE
MIN. 50' AWAY FROM
f - EDGE OF DIGESTER
RAN WATER LINE
S-4
RA-STD-277
(S-4) RA-STD-28°
(S-9) RA-STD-26'
(S-9) RA-STD-26,
(S-7)
RA-STD-264 on
LAGOON 270Z-1
D-1
27021 LOCATION DETAIL
off'"
r
kA
s
00
�11111IIIIIII
I HEREBY CERTIFY THAT THISCAR
ENGINEERING DOCUMENTWAS O��'� .•••••• •.
I ��� �..•••

=±0.5°
REV
#
DATE
REVISION DESCRIPTION
DRWN
BY
CHK'D
BY
APP'D
BY
FRACTIONS:
INCHES:
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 seq. ROESLEIN & ASSOCIATES, INC. AND ROESLEIN
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
—
MACHINED PARTS =±1/64
HOLE LOCATIONS ON
=±1/32
WELDED ASSEMBLIES
LINEAR DIMENSIONS ON =±1 /16
STRUCTURAL WELDMENTS
.X =±.020
.XX =±.090
.XXX =±.005
XXXX=±.0002
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
4
THE 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
MONARCH BIO ENEGRY
REGISTER, NC
AREA 1000
DFL1 FARM & DFL2 FARM
NEW DIGESTER LAYOUT
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG. SHEET REV
NO.
O.RA270-00-27021 30F6 D

120
110
100
70
NORTH BARNS
LIFT STATION
(SEE DETAIL)
FF:85.5
( )
FF:85.5
( )
FF:85.5
( )
FF:85.5
( )
FF:85.5
( )
FF:85.5
( )
FF:85.5
( )
FF:85.5
( )
FF:83.00
FF:83.00
FF:83.00
FF:83.00
FF:83.00
FF:83.00
FF:83.00
FF:83.00
RIM: 83.50
NOTE:
INVERTS OF EXISTING GRAVITY PIPING ARE
APPROXIMATED BASED ON BEST AVAILABLE
SURVEY INFORMATION.
BOTTOM:
73.50
LEGEND:
TOB: TOP OF BANK ELEVATION
SOUTH BARNS
FF:(83.75)
FF:(83.75)
FF:(83.75)
FF:(83.75)
FF:(83.75)
FF:(83.75)
FF:83.00
FF:83.00
FF:83.00
FF:83.00
FF:83.00
FF:83.00
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
RIM: 81.40 12" MIN
ABOVE EX TOB: 80.40 HDPE COVER
MIXING STATION GRADE
(SEE DETAIL)
PROPOSED
DIGESTER
- ----- - OL:78.40
DRY WELL - INV: 77.40
BOTTOM:
73.40
INV: 70.40 BOTTOM: 68.40
RIM: 81.40
12" MIN
ABOVE EX 1
GRADE
BOTTOM: 73.40
FLOATING
EXISTING PUMP
LAGOON FB:81.00
(27522)
TOB: 82.00
WATER
TRANSFER
EXISTING
LAGOON FB:79.50
(27521)
TOP OF TEMP STORAGE: 78.80
BOTTOM:70.50 /
TOB: 80.50
�SHWT: 75.00
120
ow
m
m
70
m
CHAMILTON
7/2/2024 9:15:51 AM R:\200599\06-DRAWINGS\CIVIL\A1 K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27021 DFL AFO PERMIT.DWG

CHAMILTON 7/2/2024 9:15:58 AM
R:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27021 DFL AFO PERMIT.DWG

TOP OF BERM
HIGH PUMP OPERATING HEIGHT
0
N l
1
12" WET WELL LATERAL
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
II[GANTIlIl►VAI?i
WET WELL LATERAL
CENTER OF PIPE
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
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:

NnTF.q-
SSPIROS1623
HIGH EFFLUENT
LOW EFFLUENT

DETAIL A: BIOGAS EXTRACTION POINT
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
11CA1/�� �'

`���
ASSOCIATES, INC.COPIES , THE HOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY RETURN OR DESTROY THIS DOCUMENT AND ALL
RA-STD-2 61-1
1 OF 1 3
/06/2'
IN ITS POSSESSION.
©20 9ROESLEIIN&ASSOCIIATES,INC.
DO NOT SCALE
PRINT
NO.

NnTF.q-
OPERATING WATER LEVEL

SSPIROS1623 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

3

AIf1TrC%.

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 il."I'I Lfil

KinTF.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

3 REDUCER, ECCENTRIC HP01 8" x 4"
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

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.
G . 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
56059Go

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

......

8 06/
111111����``
Ed
REV DATE REVISION DESCRIPTION UKWN (HK'U APP'L
# BY 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 IS PROTECTED UNDER STATE AND FEDERAL LAW,
INCLUDING 18 USC SECTION 1836 AND 17 USC SECTION 101 et se . ROESLEIN &ASSOCIATES INC. RESERVES ALL PATIENT � 9
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.
4 ©2019 ROESLEIN & ASSOCIATES, INC.
PIPE

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

NOTES:

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08/06/2024

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