310160_Application - Digester Gen Permit Drawings_20240910

DU LIN COUNTY, NORTH CAROLINA
ADDRESS
112 DOBSON CHAPEL RD MAGNOLIA, NC 28453
2� ,14J� Fo
LEGEND: Y� X Ro.
RW - = RAINWATER
CIVIL ENGINEER 0
GAS - = GAS LINE
MCCLU RE LS = LIFT STATION
2001 W. BROADWAY
CO LU M B IA MO 65203 - T - = UNDERGROUND TELEPHONE
573-814-1568 OHE- = OVERHEAD ELECTRICAL
H
sT - = STORM DRAIN
WTI = WATER TRANSFER LINE _
GO - = GRAVITY OVERFLOW I ------GOO
PL • = PROPERTY LINE
ELECTRICAL ENGINEER
- SET BACK LIMITATIONS
�� CARTER &SONS #1
ROESLEIN &ASSOCIATES ���
' 1.500 = OCCUPIED RESIDENCES SET BACK N �
9200 WATSON ROAD SUITE 200C� CARTER &
ST. LOU IS, MO 63126 2.500 = CHURCH & SCHOOL SET BACK TRUE NORTH eRO00
72 - O COUNTY MAP(314) 9 O 55 = DIGESTER OPTIONS SRO ywYso
® = EXISTING POWER POLE
= CONCRETE BARRIER
SHEET INDEX = EXISTING SEWER MODIFICATION
RA270-00-27001-1
- COVER & SHEET INDEX
= DATA FROM FISH & WILDLIFE
RA270-00-27001-2
-NEW DIGESTER GRADING
NATIONAL WETLANDS
VICINITY MAP
RA270-00-27001-3
- AREA 1000 CARTER & SONS #1 & #2 SITE LAYOUT
= 1 00'WET WELL SET BACK
RA270-00-27001-4
-AREA 1000 NEW DIGESTER LAYOUT co/
RA270-00-27001-5
-AREA 1000 HYDRAULIC PROFILE
RA270-00-27001-6
-AREA 1000 EROSION CONTROL
F LEGEND:
TRUE NORTH
Detail
Drawing Control Index
= DUPLIN COUNTY
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A 27JUN24 ISSUED FOR PERMITTING ZTS MVK CF
REV DRWN CHK'D APP'
DATE REVISION DESCRIPTION BY BY Y
# B
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
CONTAINED��`{•�••
WRITTEN
CU
PROV DEDS NS PERMISHIS SION
PROOHNBITOTHER ED. UPON HE REQUEST OF BY THE RO RIZED OESLEPIENT FOR THEIN ASSOCIATES, ESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENC RAND ROESLESS OESN A�TERNATIVENERGY, LLC. ANY USE OF THE OENERGR WHICH IT HAS EEN
YO, LLC
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
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
RA-STD-277
Rain Water Outlet Detail
S-5
Power Flush
RA-STD-266
Power Flush
RA-STD-282
Wet Well Power Flush
S-6
Sludge Removal
RA-STD-264
Irrigation Suction
S-7
Emergency Vent
RA-STD-255
Lagoon Vent Ports
S-8
Biogas Interface
RA-STD-261
Biogas Draw -Off
RA-STD-267
Off -Spec Connection
RA -STD- 288
Condensate Return
ARY STEWART
8/27/2024 10:21:40 PM C:\VAULT\PROJECTS\MONARCH
B10 ENERGY\REGISTER, NC\CADD\01
RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27001.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-27001 Carter & Sons 1.000 1.200 115023.38 Sq. Ft. 10467.57 Cu. Yd. 10073.86 Cu. Yd. 393.71 Cu. Yd.<Cut>
Totals 115023.38 Sq. Ft. 10467.57 Cu. Yd. 10073.86 Cu. Yd. 393.71 Cu. Yd.<Cut>
CHAMILTON 8/22/2024 1:16:40 PM R:\200599\06-DRAWINGS\CIVIL\AlK\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27001 CARTER & SONS AFO PERMIT.DWG
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BOSTIC, WILLIAM MELVIN, JR
PROPERTY OWNER
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PROPERTY OWNER
P�- P BOSTIC, WILLIAM MELVIN, JR 0000
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R. & WIFE BROWN, Q CARTER 27001A • �
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PATRICIA G. & SONS 1 • PROPERTY OWNER
NETHERCUTT, PAULINE B. &
4oo Q ---------------
j 500' OFFSET � HUS EUGENE L. NETHERCUTT
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Qv Qv PROPERTY OW R a
* Qv '•So 4V CARTER, COY DE & WIFE
0 o CARTER, ROSA MARIE BROWN
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Q" 1.50 1.500 " ♦�� 27001 B
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_ .PROPERTY OWNER �, � f�-` � b I 110
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MCKAY, WILLIAM PROPERTY OWNER Q" � # WALLACE DAVID C &WIFE ► - Qv ♦ -� -
PICKETT & MCKAY, Qom, , 'O� a ♦ CARTER
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SHELIA F MELISSA B WALLACE � 27002 � �
Q� RESIDENCE SETBACK WAIVER OBT ED & I s°o
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- SONS
,off Q 2
PROPOSED GAS LINE_ 4
100' OFFSET _ PROPERTY OWNER
_ PROPERTY OWNER *0 CRAIG KING FARMS, LLC
CARTER, COY DEWEY & WIFE <S
\ CARTER, ROSA MARIE BROWN Q�°
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DATA FROM FISH AND �� / o
p< < 4 WILDLIFE NATIONAL
WETLANDS INVENTORY st ; / a PROPERTY
(TYP.) �- PROPERTY OWNER
+O� OWNER
CA TER COY
CARTERCOY
- --________ DEWEY &WIFE DEWEY &WIFE
ROSA i CARTER, ROSA a MARIE BROWN
MARIE BROWN
Q
Qom,
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QV A Q� PROPERTY OWNER
A�
Qom, PROPERTY KILPATRICK ,DAVID JOHN, II
OWNER �_ PROPERTY OWNER
- ` KILPATRICK , DAVID JOHN, II A J
A Qv & WALLACE, DAVID C /Q- RESIDENCE SETBACK WAIVER OWIFE
BT ED a
Qv MELISSA B PL PL �` Qv Qv 1 00'WETLAND SET
WALLACE _ A� BACK
Q" Qv
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BROWN, JAMES EARL, LE
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HARY STEWART 8/27/2024 10:21:43 PM C:\VAULT\PROJECTS\MONARCH B10 ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEM ENTS\RA270-00-27001.DWG 09/06/2024

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WELL 100' OFFSET
0
8 SEWER
INFLUENT LINE
MODIFICATION
NEEDED
27501A
8
CARTER &
°
SONS 1
- � o
IlkDVY
GRAVITY TRANSFER
OVERFLOW PIPE AND
1 OVERFLOW STRUCTURE
c
0
o� VALVES
\ 9 ,r -
I va
DIGESTER EFFLUENT
DIGESTER °
INFLUENT GG
(S-6) RA-STD-266 LS _-•-, s
S-9 RA-STD-261
(S-9) RA-STD-267
N ,
N
RA-STD-256 &
RA-STD-277
S-6 J
RA-STD-266
CID
v�.
7 # % G
� _ GO _ GO i Wj��
•GO / GO / GO
WATER TRANSFER PUMP
27501 B WATER
TRANSFER LINE
I
it
-
76.5
�� ' RA-STD-256 &
RA-STD-277
s','��I
64.5
2 _ ) S-7
`S `5 RA-STD-264
�S
k-S -
I-S
US
`S '
L$
TEMPORARY FLARE
MIN. 50' AWAY FROM
S-8 EDGE OF DIGESTER
RA-STD-255
PROPOSED
GAS LINE
AREA 1000 CARTER AND SONS #1 & #2 27001
LBAGGETT4317 9/9/2024 12:44:41 PM C:\VAULT\PROJECTS\MONARCH BIO ENERGY\REGISTER NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27001.DWG
0
0 0
0
Q � c
0
co
(S-1)
RA-STD-280
T_ -
IRRIGATION
PIVOT
.� (S-1)
RA-STD-281
j CARTER &
N SONS 2
27502
6 SEWER
INFLUENT LINE
MODIFICATION
NEEDED
PRODUCTION INFORMATION
AVG ANNUAL ANIMAL POPULATION
ESTIMATED RNG INJ DTH/YR
ANIMAL 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 POWER FLUSH
S-6 SLUDGE REMOVAL
S-7 EMERGENCY VENT
� S-8 BIOGAS INTERFACE
PARAMETER
LENGTH
WI DTH
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)
1211
LIFT STATION OVERFLOW
1211
DIGESTER INFLUENT (FORCED)
611
DIGESTER INFLUENT (FORCED)
X11
DIGESTER INFLUENT CLEANOUT
1211
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
311
POWER FLUSH
611
SLUDGE REMOVAL
1211
MIXING SUCTION
811
MIXING DISCHARGE
611
N
TRUE NORTH
t
1 /JULY24
IJJUtU rF UK 'tKIVI 1 1 111
lib
t J
Ut-
SCALE
SIZE
1 �t-801
E
MILLIMETERS:
D
27JUN24
ISSUED FOR PERMITTING
ZTS
MVK
CF
C
21SEP23
ISSUED FOR GROWERS MEETING
ZTS
MVK
MVK
xx=++0.1 0
B
08SEP23
ISSUED FOR GROWERS MEETING
ZTS
MVK
MVK
DIMENSION TOLERANCE
• /L
(UNLESS OTHERWISE
xxx=±0.010
F
09SEPT24
REMOVED GRAVITY LINE REPLACED WITH WTL
LMB
ZTS
MVK
SPECIFIED)
ANGLES =±0.5'
REV
#
DATE
I
REVISION DESCRIPTION DRWN
I BY
CHK'D
I BYJ
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
V v��
V
` ♦
MACHINED PARTS =±1/64
HOLE LOCATIONS ON -+1/32
WELDED ASSEMBLIES
LINEAR DIMENSIONS ON
=±1/16
STRUCTURAL WELDMENTS
.X =±.020
.xx =±.010
.XXX 005
=±.0002
XXXX=±.
ANGLES =±.05'
�
CONTAINED IN THIS DOCUMENT OTHER THAN BY THE AUTHORIZED RECIPIENT FOR THE EXPRESS PURPOSE FOR WHICH IT HAS BEEN
ANGLES =±1'
IS PROHIBITED. UPON THE OF ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LC
09/09/2'
MEDIEST
THE HIDED
OLDER OFTIHIS DOCUMENT AGREES TO IMCTLY
ATELY ETTURN OR DESTROY THIS
DOCUMENT AND ALL COPIES THEREOF IN ITS H
POSSESSION. @2023 ROESLEIN &ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC
I DO NOT SCALE
PRINT
FARM
CITY
8568
12134
GF
Flush
SYSTEMS
OPTION SELECTED
CITY
GRAVITY SEWER
14
LIFT STATI ON
2
GRAVITY & FORCED WATER
TRANSFER
1 EACH
YES
2
YES
2
YES
1
YES
1
YES
2
YES
1
DIGESTER
VALUE
UNITS
360
FT
180
FT
76.5
FT
12
FT
64.5
FT
15
FT
3:1
3:1
10
FT
74.5
FT
N/A
FT
N/A
FT
3305405
GAL
4227184
GAL
10257
CY
10096
CY
161
CY
SPECIFICATION
CITY
UNITS
PL01
1150
FT
PL01
100
N/A
H P01
50
FT
H P01
2000
FT
H P01
N/A
FT
H P01
1
EA
H P01
2350
FT
H P01
50
FT
H P01
N/A
FT
N/A
N/A
FT
H P01
80
FT
H P01
200
FT
H P01
100
FT
H P01
50
FT
H P01
50
FT
HP01
370
FT
MONARCH BIOENEGRY
REGISTER, NC
AREA 1000
CARTER AND SONS #1 & #2
NEW DIGESTER LAYOUT
ROESLEIN.
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
\ /� DWG.
G . SHEET REV
NO. RA270-00-27001 3OF6 F

110 110
100 1 1 100
EAST BARNS
LIFT STATION
(SEE DETAIL)
RIM: 78.00-\
FF:(80.5)
FF:(80.5) FF:(80.5)
PIT:77.50
PIT:77.50 PIT:77.50
12" MIN
ABOVE EX
GRADE
EXISTINGI
HEADER
WE
w
TOB: 76.00
EXISTING
LAGOON FB:75.00
27502
TOP OF TEMP STORAGE: 74.30
BOTTOM
68.00
BOTTOM: 63.00
NOTE:
INVERTS OF EXISTING GRAVITY PIPING ARE
APPROXIMATED BASED ON BEST AVAILABLE
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
SHWT: 71.50
NORTH BARNS
FF:(88.5) FF:(88.5)
PIT:86.00 PIT:86.00
i
NEW
HEADER
Viol
SOUTH BARNS
TOB: 85.50
lEXISTING
FF:(85.5) FF:(85.5)
LAGOON FB:84.50
PIT:83.00 PIT:83.00
TRANSFER PUMP
TOB: 81.25
27501A
WET WELL
(SEE DETAIL)
EXISTING
TOB: 76.55 HDPE COVER
LAGOON FB: 80.25
80
12" MIN
27501 B
ABOVE EX
PROPOSED
FLOATING
GRADE
DIGESTER
PUMP
SHWT: 78.30J
OL: 74.55
BOTTOM: 74.50
f
f
70
BOTTOM: 64.55
y
WATER
TRANSFER
BOTTOM: 69.25
WYE & (2) ISOLATION
VALVES
C��
pro,,
CHAMILTON 9/9/2024 4:24:21 PM R:\200599\06-DRAWINGS\CIVIL\A1 K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27001 CARTER & SONS AFO PERMIT.DWG

EXCAVATION SPECIFICATIONS
1. PROTECTION OF PERSONS AND PROPERTY
1 .1. THE CONTRACTOR SHALL PROTECT STRUCTURES FROM DAMAGE CAUSED BY SETTLEMENT,
LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY
EARTHWORK OPERATIONS.
1.2. ANY SETTLEMENT IN BACKFILL FILL OR IN STRUCTURES BUILT OVER THE BACKFILL OF FILL, WILL
BE CONSIDERED TO BE CAUSED BY IMPROPER COMPACTION METHODS AND SHALL BE
CORRECTED AT THE CONTRACTOR'S SOLE EXPENSE. ALSO, ANY STRUCTURES DAMAGED BY
SETTLEMENT SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR AT HIS
SOLE EXPENSE.
2. DEWATERING
2.1. PUMPING EQUIPMENT SHALL BE PROVIDED AND EMPLOYED TO PREVENT RAINFALL AND
SURFACE RUNOFF FROM ACCUMULATING OR FLOWING INTO EXCAVATIONS AND FROM
FLOODING THE PROJECT SITE AND SURROUNDING AREA. PROVIDE AND MAINTAIN PUMPS,
SUMPS, SUCTION AND DISCHARGE LINES, AND OTHER DEWATERING SYSTEM COMPONENTS
NECESSARY TO CONVEY WATER AWAY FROM THE EXCAVATIONS. THE DISPOSAL OF CONVEYED.
WATER SHALL BE DIVERTED IN SUCH A MANNER THAT NATURAL DRAINAGE OF THE AREA SHALL
NOT BE DISTURBED.
3. SOIL EROSION
3.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTION OF SOIL EROSION DURING
CONSTRUCTION TO THE MAXIMUM EXTENT POSSIBLE TO COMPLY WITH ALL APPLICABLE NORTH
CAROLINA SOIL EROSION LAWS AND REGULATIONS. THE CONTRACTOR WILL ERECT EROSION
CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN, PRIOR
TO COMMENCING LAND DISTURBING ACTIVITY.
4. STRIPPING
4.1. ALL VEGETATION SUCH AS BRUSH, HEAVY SODS. HEAVY GROWTH OF GRASS, DECAYED
VEGETABLE MATTER, RUBBISH AND ANY OTHER UNSUITABLE MATERIAL WITHIN THE EXISTING
PROJECT SITE SHALL BE STRIPPED OR OTHERWISE REMOVED PRIOR TO THE PLACEMENT OF
EMBANKMENT.
5. EXCAVATION AND EMBANKMENT FOR SITE FEATURES
5.1. THE ROUGH EXCAVATION SHALL BE CARRIED TO THE NECESSARY DEPTH AS SHOWN ON THE
PLANS, TO THE LINES, GRADES AND ELEVATION SHOWN OR AS DIRECTED BY THE ENGINEER,
AND SHALL BE MADE SO THAT THE REQUIREMENTS FOR FORMATION OF EMBANKMENTS CAN
BE FOLLOWED. ON EMBANKMENT, THE DEPTH OF SUBGRADE DENSIFICATION SHALL BE AS
SHOWN ON THE PLANS. SHOULD THE CONTRACTOR, THROUGH NEGLIGENCE OR OTHER
FAULT, EXCAVATE BELOW THE DESIGNATED LINES, HE SHALL REPLACE THE EXCAVATION WITH
APPROVED MATERIALS, IN AN APPROVED MANNER AND CONDITION, AT HIS OWN EXPENSE.
CONTROL OVER THE EXCAVATION. MOVING, PLACING AND DISPOSITION OF ALL MATERIAL
AND SHALL DETERMINE THE SUITABILITY OF MATERIAL TO BE PLACED IN EMBANKMENTS. ALL
MATERIAL DETERMINED UNSUITABLE SHALL BE DISPOSED OF IN WASTE AREAS OR AS DIRECTED
AND SHALL BE REPLACED WITH SELECT MATERIALS DEEMED SUITABLE BY THE ENGINEER.
TOPSOIL SHALL NOT BE USED IN SUBGRADES BUT SHALL BE HANDLED AND PLACED AS
DIRECTED. SHOULD EXCESS MOISTURE BE ENCOUNTERED DURING EXCAVATION IN THE
CONSTRUCTION AREAS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM
ANY NECESSARY DEWATERING OF THE SITE IN ORDER TO PROVIDE A STABLE EXCAVATED AREA
FOR THE PLACEMENT OF EMBANKMENT. THE ENGINEER RESERVES THE RIGHT TO MAKE MINOR
ADJUSTMENTS OR REVISIONS IN LINES OR GRADES, IF FOUND NECESSARY. AS THE WORK
PROGRESSES DUE TO DISCREPANCIES IN THE PLANS OR TO OBTAIN SATISFACTORY
CONSTRUCTION.
5.2. STONES OR ROCK FRAGMENTS LARGER THAN 2" IN THE GREATEST DIMENSION WILL NOT BE
PERMITTED IN THE TOP 5" OF THE SUBGRADE.
6. FORMATION OF EMBANKMENTS
6.1. EMBANKMENTS SHALL BE FORMED OF SATISFACTORY MATERIALS PLACED IN SUCCESSIVE
HORIZONTAL LAYERS OF NOT MORE THAN 6" IN COMPACTED DEPTH FOR THE FULL WIDTH OF
THE CROSS SECTION. THE GRADING OPERATIONS SHALL BE CONDUCTED. AND THE VARIOUS
SOIL STRATA SHALL BE PLACED, TO PRODUCE A SOIL STRUCTURE AS SHOWN ON THE TYPICAL
CROSS SECTION OR AS DIRECTED. ALL MATERIALS ENTERING THE EMBANKMENT SHALL BE
REASONABLY FREE OF ORGANIC MATTER SUCH AS LEAVES, GRASS, ROOTS, AND ANY OTHER
OBJECTIONABLE MATERIAL.
6.2. OPERATIONS ON EARTHWORK SHALL BE SUSPENDED AT ANY TIME WHEN SATISFACTORY
RESULTS CANNOT BE OBTAINED BECAUSE OF RAIN, FREEZING WEATHER. OR OTHER
UNSATISFACTORY CONDITIONS IN THE FIELD. THE CONTRACTOR SHALL DRAG, BLADE OR
SLOPE THE EMBANKMENT TO PROVIDE PROPER SURFACE DRAINAGE AT ALL TIMES.
6.3. THE MATERIAL IN THE LAYERS SHALL BE OF PROPER MOISTURE CONTENT BEFORE ROLLING TO
OBTAIN THE PRESCRIBED COMPACTION. WETTING OR DRYING OF THE MATERIAL AND
MANIPULATION WHEN NECESSARY TO SECURE A UNIFORM MOISTURE CONTENT
THROUGHOUT THE LAYER SHALL BE REQUIRED. SHOULD THE MATERIAL BE TOO WET TO PERMIT
PROPER COMPACTION OR ROLLING, ALL WORK ON ALL PORTIONS OF THE EMBANKMENT THUS
AFFECTED SHALL BE DELAYED UNTIL THE MATERIAL HAS BEEN DRIED TO THE PROPER MOISTURE
CONTENT. SPRINKLING SHALL BE DONE WITH APPROVED EQUIPMENT THAT WILL SUFFICIENTLY
DISTRIBUTE THE WATER. SUFFICIENT EQUIPMENT TO FURNISH THE REQUIRED WATER SHALL BE
AVAILABLE AT ALL TIMES.
6.4. THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM
STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE. DURING CONSTRUCTION OF THE
EMBANKMENT, THE CONTRACTOR SHALL ROUTE HIS EQUIPMENT AT ALL TIMES, BOTH WHEN
LOADED AND WHEN EMPTY, OVER THE LAYERS AS THEY ARE PLACED AND SHALL DISTRIBUTE
THE TRAVEL EVENLY OVER THE ENTIRE WIDTH OF THE EMBANKMENT. CARE SHALL BE TAKEN.
HOWEVER, NOT TO OVERLOAD THE EMBANKMENT AREA WITH CONSTRUCTION EQUIPMENT.
6.5. IN THE CONSTRUCTION OF EMBANKMENTS, STARTING LAYERS SHALL BE PLACED IN THE
DEEPEST PORTION OF THE FILL; AS PLACEMENT PROGRESSES, LAYERS SHALL BE CONSTRUCTED
APPROXIMATELY PARALLEL TO THE FINISHED PAVEMENT GRADE LINE. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE STABILITY OF ALL EMBANKMENTS MADE UNDER THE CONTRACT AND
SHALL REPLACE ANY PORTION WHICH, IN THE OPINION OF THE ENGINEER. HAS BECOME
DISPLACED DUE TO CARELESSNESS OR NEGLIGENCE ON THE PART OF THE CONTRACTOR.
7. TESTING
7.1. THE OWNER WILL PROVIDE THE SERVICES OF AN INDEPENDENT SOILS TESTING FIRM FOR
PERFORMING TESTS AS ARE REQUIRED TO IDENTIFY MATERIALS, TO DETERMINE COMPACTION
CHARACTERISTICS,TO DETERMINE MOISTURE CONTENT, AND TO DETERMINE DENSITY OF FILL IN
PLACE. THESE TESTS PERFORMED WILL BE USED TO VERIFY THAT THE FILLS CONFORM TO THE
REQUIREMENTS OF THE SPECIFICATIONS.
TEMPORARY SEEDING CHART
SPECIES
PLANTING DATES
LBS/ACRE
CEREALS: RYE/WHEAT
8/15-12/30
120
MILLETS/SUDANGRASS
4/15-8/15
40
ANNUAL LESPEDEZA
12/1-4/15
50
1. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
2. APPLY 4,000 .B/ARE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
3. IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND
YEAR ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ARE 10-10-10
FERTILIZER, RESEED, REFERTILIZE, AND MULCH AREA IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE. IF SEEDING IN FALL, TOPDRESS
WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND
TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE
LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
PERMANENT SEEDING CHART
SPECIES
PLANTING DATES
LBS/ACRE
COMMON BERMUDAGRASS
4/1-7/15
10
MILLETS/SUDANGRASS
4/1-7/15
10
ANNUAL LESPEDEZA
4/1-7/15
30
1. APPLY LIME AND FERTILIZER ACCRODING TO SOIL TESTS, OR APPLY 3,000
LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 500 LB/ACRE 10-10-10
FERTILIZER.
2. APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER
SUITABLE MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, NETTING, OR
CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
3. REFERTILIZE THE FOLLOWINGN APRIL WITH 50 LB/ACRE OF NITROGEN. REPEAT
AS GROWTH REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT
APPEARANCE IS DESIRED, OMIT LESPEDEZA AND MOW AS OFTEN AS NEEDED.
STABILIZATION TIMEFRAME CHART
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PRIMETER DIKES, SWALES, DITCHES, SLOPES
7 DAYS
NONE
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES > 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES < 4:1
14 DAYS
NONE
POST
4'-0" MIN.
10' MIN.
FENCE
4" MIN. WIDTH
TRENCH & COMPACTED BACKFILL
v o
6" Min �o
v o
v v
GEOTEXTILE
FILTER FABRIC
SECTION A -A
ATE
TYPICAL SECTION
1.
A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC
WOOD POST (TYP)
NOTES:
WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE OR FROM A PUBLIC
STREET.
FENCE
1. MINIMUM LONGITUDINAL SPLICE
FABRIC
5' SPACING MAX
OVERLAP SHALL BE 2' WITH A
2.
STONE TO BE 2-3 INCH WASHED STONE (SURGE STONE)
POST AT EACH END. SECURE
FABRIC TO POSTS.
3.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
2. SUPPORT FENCE REQUIRED
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING
GROUND
z
WITH SILT FENCE AROUND
LINE
g z
DROP INLET OR WHEN USED
PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
ACROSS DITCH.
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY
Lo
3. INSTALL AROUND INLETS AND
MEASURES USED TO TRAP SEDIMENT.
ADDITIONAL CUT AREAS.
4.
ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC
STREETS MUST BE REMOVED IMMEDIATELY.
TRENCH
GROUND
5.
WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT
BOTTOM
LINE TRENCH
PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT
BOTTOM
SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH
DRAINS INTO AN APPROVED SEDIMENT BASIN.
GENERAL
NOTES:
6.
FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL.
1.
FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
('_�2DETAIL-CONSTRUCTION
ENTRANCE
2.
FILTER FABRIC SHALL BE MIRAFI 100 FABRIC OR EQUIVALENT.
BURLAP
CANNOT BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD MORE
27001
N.T.S.
THAN 30 DAYS.
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL
AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS
SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE
END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY,
THE FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT.
THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 0.5 FT. IN
DEPTH.
4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR
FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM
WITH THE EXISTING GRADE, PREPARED AND SEEDED.
5. PROVIDE OUTLETS WITH SEDIMENT FENCE AT LOW SPOTS FOR DEWATERING
LARGE AREAS (USE CLASS B STONE).
DETAIL -SILT FENCE
2 7�0 � N.T.S.
EROSION AND MAINTENANCE CONTROL SCHEDULE:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE
LESS THAN ONCE EVERY WEEK. ANY NECESSARY REPAIRS SHALL BE MADE
IMMEDIATELY TO MAINTAIN THE INTEGRITY OF ALL SUCH DEVICES.
2. ALL TEMPORARY/PERMANENT BASINS AND ROCK CHECK DAMS SHALL BE CLEANED OUT
AND RESTORED TO ORIGINAL VOLUME WHEN THE SEDIMENT ACCUMULATES TO
APPROXIMATELY ONE HALF OF THE DESIGN VOLUME. GRAVEL SHALL BE CLEANED OR
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS.
3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND AT THE INLET
PROTECTION SEDIMENT FENCE WHEN IT BECOMES APPROXIMATELY 6" DEEP AT THE
FENCE. THE SEDIMENT FENCE SHALL BE REPAIRED AS NECESSARY TO PRESERVE THE
INTEGRITY OF THE FENCE.
4. ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED AS NECESSARY TO
ESTABLISH A VIGOROUS, DENSE VEGETATIVE COVER. COIL FIBER ROLLS TO BE
CHECKED FOR INTEGRITY AND BE REPLACED OR REPAIRED AS NECESSARY AFTER
EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
ANY NECESSARY REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN THE INTEGRITY
OF ALL SUCH DEVICES.
CHANNEL GRADE
G
5' MIN
4" DIA. RIP RAP
2.5:1 MAX
1 FT THICK 1/2"-3/4"
GRAVELLAYER
2.5:1 MAX
& MAX.
3 DETAIL -TEMPORARY ROCK CHECK
7001) N.T.S.
AMILTON
8/22/2024 1:16:51 PM R:\200599\06-DRAWINGS\CIVIL\AlK\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27001 CARTER & SONS AFO PERMIT.DWG

TOP OF BERM
HIGH PUMP OPERATING HEIGHT
0
N l
1
12" WET WELL LATERAL
DIGESTER 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
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CENTER OF PIPE
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BOTTOM OF LAGOON

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FLOATING COVER
0
M
60-MIL HDPE
LINER
COMPACT THE BOTTOM SOIL.
ANCHOR TRENCH
PLAN VIEW
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
NOTE 1
PERIMETER PIPING
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NOTE 2
WELD
COVER/LINER
HERE
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.
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
09/06/2024

NOTES:
1. 45' HOSE LENGTH IS BASED ON RAINWATER
PUMP BEING CENTERED WITH THE
CUSTOM STRAINER
SEE DETAIL "F"
HDPE STRAPS.
SEE DETAIL "C"
FLEXIBLE HOSE.
SEE DETAIL "A"
NOTE 5 `-
BALLAST PIPING
C1l
55'
55'
-J --�--
30'
COVER ANCHOR STRAPS
CUSTOM STRAINER
SEE DETAIL "E"
SEE DETAIL "F"
COVER
RAINWATER REMOVAL SUCTION PIPE
PLAN VIEW
1.)nl
A DETAIL A: FLEX HOSE INSTALLATION
NOTE 4
MALE CAMLOCKS
NOTE 2
3"SDR 17
10'
DETAIL E: COVER ANCHOR STRAPS
FLEXIBLE HOSE.
SEE DETAIL "B"
RAINWATER REMOVAL PUMP
SEE DETAIL "D"
FOR PIPE ORIENTATION
APRON (NOTE 3)
APRON (NOTE
MALE CAMLOCKS
3" SDR 17 NOTE 2
if
STD256-
DISTANCE BETWEEN
STRAP WELDS = 24"
42"
DETAIL C: FLEX HOSE ANCHOR STRAPS
I-/\ I IAuJIlJIV VVCLLjI-L.! I V P1rRlJIV IIVLi I L J).
SEE DETAIL "C".
DETAIL B: FLEX HOSE INSTALLATION
NOTE 4
APRON
(NOTE 3)
NC
6" U/'1LLFiJ I ririivv.
STD�256-2
FLOATING COVER
FLOATING COVER AND BEING 10' FROM THE
EDGE OF THE COVER. CALCULATIONS ARE
REQUIRED IF RAINWATER PUMP LOCATION
DIFFERS.
2. WHEN INSTALLING, ENSURE THAT
TRANSITION PIECES/CAMLOCKS WILL NOT
TEAR COVER.
3. HDPE STRAPS & APRON SHALL BE SAME
THICKNESS AS COVER MATERIAL.
4. SEE RA-STD-293 FOR RAINWATER FLEX
HOSE ASSEMBLY DETAILS.
5. SEE RA-STD-257 FOR BALLAST PIPE DETAILS.
FEMALE
CAMLOCKS
rn\ir-:Q PUMP SUCTION PIPE
(3" SDR 17)
ING COVER
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
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HIGH EFFLUENT
LOW EFFLUENT
FLOATING COVER
0
2
W_ NOTE 4 NOTE 5
2% SLOPE
BOTTOM OF TEE MUST BE ABOVE
LAGOON HIGH WATER LEVEL
5
~1
NOTE 5 I
NOTE 6
5
NOTE 3
BIOGAS DRAW -OFF INSTALLATION
ELEVATION VIEW
6/13/2024 12:18:26 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\COVER DRAWINGS\DWG FILES\RA-STD-261-1.DWG
0:: Ovallm
NO POCKETS
1�
1
3
NOTE 1
3
NOTES 7, 8, 9, 10
8" PERIMETER PIPING
1. SEE RA-STD-276 FOR BLOWER SKID
ASSEMBLY DETAILS.
2. ELEVATION TO CHANGE WITH TOPOGRAPHY.
3. SEE DRAWING RA-STD-253 FOR ANCHOR
TRENCH DETAILS.
4. FOR PLASTIC LINED LAGOONS, SEE
RA-STD-270 FOR LINER PENETRATION
DETAILS. FOR CLAY LINED LAGOONS,
ADHERE TO NOTE 5.
5. A BENTONITE SLEEVE, 6" MINIMUM
THICKNESS, SHALL BE COMPACTED
AROUND THE FULL DIAMETER OF THE PIPE,
EXTENDING BACK 36" FROM THE PIPE
PENETRATION. ALL BACKFILL SHALL BE
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
6. COVER CONTRACTOR TO SUPPLY
MANUFACTURED BOOT.
7. SEE PIPING ALIGNMENT DRAWINGS FOR
STUB UP LOCATION.
3. VALVE SHALL BE INSTALLED PRIOR TO
COVER INSTALLATION.
3 9. BUTTERFLY VALVES SHALL BE INSTALLED IN
THE OPEN POSITION AND TURNED CLOSED
AFTER INSTALLATION.
10. BOLTS AT TOP OF BUTTERFLY VALVE
CONNECTING TO ABOVE GRADE PIPING IS
TO BE SUPPLIED BY ROESLEIN.
)VER ,
8" LINE TO ABOVE
GRADE DRAW OFF
4" DRAIN LINE
TO LAGOON
8" INVERTED TEE IN LINE
WITH PERIMETER PIPING
_
611 w
ry
IY
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_
U
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Q
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O
w
w
0
0
- - - - - - - - ' BOTTOM OF ANCHOR TRENCH
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
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SCALE
SIZE
E
MILLIMETERS:
x -±0.5
xx -±0.10
ANGLES=±0.5°10
ROESLEIN & ASSOCIATES INC.
RN G PIPING STANDARD
AREA OOO
BIOGAS DRAW -OFF
INSTALLATION DETAILS
3
24FEB24
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
(UNLESSOTHERWISE
0
03APR23
ISSUED FOR CONSTRUCTION
CBE
SJS
KPL
CD
RO E S L E it
REV
#
DATE
REVISION DESCRIPTION
BY
DRWN
BY
CHK'D
BY
APP'D
BY
FRACTIONS:
MACHINED PARTS =±1/64
HOLE LOCATIONS ON
WELDED ASSEMBLIES 1/32
LINEAR DIMENSIONS ON =±1/16
STRUCTURAL WELD ENTS ANGLES =±1°
INCHES:
X =±.020
XX -+ 010
XXX =±.005
.XXXX=±.0002
ANGLES =±.05°
--
ENGINEERS MANUFACTURERS •CONSTRUCTORS
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 seq. ROESLEIN & ASSOCIATES, INC. RESERVES ALL PATIENT,
COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO THIS DOCUMENT, INCLUDING ALL DESIGN, MANUFACTURING, REPRODUCTION,
MUST NOT BE DUPLUSE, AND SALES CI�CATED OR DHTS TSOC OSEDTIN WHOLE ORTO THE NN PART,T SAID RIGHTS ARE EXPRESSLY WITHOUTTHE EXPRESS WR TTENOTO OTHERS. PERM SSION OFIROESLE N &T
RMATION CONTAINED IN THIS DOCUMENT OTHER THAN BY THE AUTHORIZED ALA`
ESTO ROESLEIN
SR THE XPRIESSTUEPO EF OF TASSOCIATES, INC.. ANY USE OF THE HIS DTHASBEENPROVI TOIMMEDIATELYREOHIIRNORUPOONTH THIREQUEST
COPIES THEREOF IN ITS POSSESSION.
©2019 ROESLEIN & ASSOCIATES, INC.
DWG. RA-STD-261-1
N O .
SHEET
1OF1
REV
3
D O NOT S CAL E
PRINT

NnTF.q-
OPERATING WATER LEVEL
r
1
3
NOTE 2
Ala ------
NOTE 1
1
GRAVITY TRANSFER WATER WET WELL INSTALLATION DETAIL
ELEVATION VIEW
if
�rrL
0.5% MIN
0
n
�I
NOTE 4
NOTE 5
0
A
NOTE 6
6'-0"
CONDENSATE
FRETURN LINE
a
n
3
. . .
1. SEE RA-STD-253 FOR ANCHOR TRENCH
INSTALLATION DETAILS.
2. FOR PLASTIC LINED LAGOONS, SEE
RA-STD-270 FOR LINER PENETRATION
DETAILS. FOR CLAY LINED LAGOONS,
ADHERE TO NOTE 3.
3. A BENTONITE SLEEVE, 6" MINIMUM
THICKNESS, SHALL BE COMPACTED
AROUND THE FULL DIAMETER OF THE PIPE,
EXTENDING BACK 36" FROM THE PIPE
PENETRATION. ALL BACKFILL SHALL BE
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
4. SEE RA-STD-272 FOR WET WELL HOUSING
AND PIPING DETAILS.
5. SEE RA-STD-273 FOR PRECAST WET WELL
DETAILS.
6. SEE RA-STD-274-2 FOR WET WELL LEVEL
INDICATOR DETAILS.
0.5% MIN
1
EXISTING OPEN LAGOON
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
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18
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1
11 12 11 12' 13
7
FLOATING PUMP DISCHARGE INSTALLATION
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7
HDPE SDR 17 WATER MANAGEMENT PIPING
NOTE 2
NOTES:
1. ATTACH TO FLOATING PUMP ASSEMBLY.
2. VARIES, SEE ALIGNMENT DRAWINGS.
3. DEPTH AS REQUIRED BY PIPING ALIGNMENT
DRAWINGS.

A I f1Tr C%.
3
2
41516
NOTE 2
NOTE 3
NOTE 4
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
FLOATING COVER
1
IRRIGATION SUCTION
PLAN VIEW
IRRIGATION SUCTION
ELEVATION VIEW
A�R��''�
i �56059
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NOTE 1, 5
NOTE 6
1. ANCHOR PIPE TO KEEP FROM MOVING.
2. MINIMUM OF 15' FROM THE EDGE OF THE
COVER. LOCATION TO BE VERIFIED BY FARM
OPERATOR.
3. SEE DRAWING RA-STD-253 FOR ANCHOR
TRENCH DETAILS.
4. BENTONITE SLEEVE TO EXTEND BACK FROM
THE TOP OF THE PIPE PENETRATION BY AT
LEAST 36". ALL BACKFILL PIPE IN TRENCHES
SHALL BE COMPACTED TO 95% STANDARD
PROCTOR DENSITY. BENTONITE SEAL
MINIMUM 6" AROUND THE FULL DIAMETER
OF THE PIPE. BENTONITE SEAL TO EXTEND
FULL WIDTH OF THE TRENCH.
5. FOR PLASTIC LINED LAGOONS, SEE
RA-STD-270 FOR LINER PENETRATION
DETAILS. FOR CLAY LINED LAGOONS,
ADHERE TO NOTE 4.
6. TOP OF PIPE NEEDS TO END 2' BELOW THE
LOW EFFLUENT. SEE RA-STD-251 FOR
OPERATING LEVELS.
HIGH EFFLUENT
LOW EFFLUENT

KinTF.q-
- � I IIIII I
SEWER CLEANOUT I IIIII
� I IIIII
NOTE I IIIII
NOTE I IIIII
2 X 3 1 4 � 5
0
0
N
SEWER LINE
NOTE 1
TOP OF BERM
SSPIROS1623 12/7/2023 10:08:15 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-266.DWG
POWER FLUSH
PLAN VIEW
FLOATING COVER
NOTE 3
1
z 3
N
if
NOTE 5
1
POWER FLUSH
ELEVATION VIEW
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MILLIMETERS:
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1
28JUN23
UPDATED BILL OF MATERIALS
CBE
SJS
KPL
MDC
DIMENSION TOLERANCE
(UNLESS OTHERWISE
0
08JUN23
ISSUED FOR CONSTRUCTION
CBE
SJS
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MDC
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ANGLES =±0.5°
REV
4
DATE
REVISION DESCRIPTION
gy
DRWN
ey
CHK'D
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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 =±.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 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,
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 ASSOCIATES, INC. HOLDER OF THIE FOR S DOCUMENT AGREES TO IMMEDIATELY RETUH IT HAS BEEN PROVIDED IS STRICTLY RN OR DESTROY THIS DOCUMENT AND ALL TED. UPON THE REQUEST OF ROESLEIN &
COPIESTHEREOFINITS POSSESSION.
©2019 ROESLEIN & ASSOCIATES, INC.
DO NOT SCALE
J
R
PAINT
1. REFER TO FARM OPERATOR FOR EXACT
LOCATION.
2. 6" POWER FLUSH INSTALLED
APPROXIMATELY 18" ADJACENT TO SEWER
LINE CLEANOUT. SEE RA-STD-265 FOR
DETAILS.
3. SEE DRAWING RA-STD-253 FOR ANCHOR
TRENCH DETAILS.
4. FOR PLASTIC LINED LAGOONS, SEE
RA-STD-270 FOR LINER PENETRATION
DETAILS. FOR CLAY LINED LAGOONS,
ADHERE TO NOTE 5.
5. A BENTONITE SLEEVE, 611 MINIMUM
THICKNESS, SHALL BE COMPACTED
AROUND THE FULL DIAMETER OF THE PIPE,
EXTENDING BACK 36" FROM THE PIPE
PENETRATION. ALL BACKFILL SHALL BE
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
HIGH PUMP
LOW PUMP
LOW LAGOON
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
I HIGH PUMP
I LOW PUMP
LOW LAGOON
SSPIROS1623
FLOATING COVER
1
i
1
3
OFF -SPEC LAGOON TIE IN
ELEVATION VIEW
0
2
1
NOTE 2
1
2
U\
V MIN
1
5
C!
NOTE 3
0:Q:
n. ff":
3
w
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TOP OF BERM/GRADE
NOTE 4
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E
MILLIMETERS:
XX =+a.5o
XXX=±0.010
1
28JUN23
UPDATED BILL OF MATERIALS
CBE
SJS
KPL
MDC
DIMENSION TOLERANCE
(UNLESS OTHERWISE
0
08JUN23
ISSUED FOR CONSTRUCTION
CBE
SJS
KPL
MDC
Q
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12/7/2023 10:14:21 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-267.DWG 09l �
SPECIFIED)
ANGLES =±0.5°
REV
#
DATE
REVISION DESCRIPTION
BY
DRWN
BY
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 =±.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 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,
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
ASSOCIATES, INCFOR THE .' THE HOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY PURPOSE FOR WHICH IT HAS BEEN PROVIDED IS STRICTLY PREE UIRN OR DESTROY THIS DOCUMENT AND ALN THE REQUEST OF ROESLEIN L
COPIESTHEREOFIN S OCIATES,INC.
©2019 ROESLEIN &ASSOCIATES, INC.
DO NOT SCALE
PRINT
1.
DEPTH AS REQUIRED BY PIPING ALIGNMENT
DRAWINGS. NO SLOPING REQUIREMENT
ON
INCOMING OFF SPEC GAS LINE.
2.
SEE RA-STD-253 FOR ANCHOR TRENCH
INSTALLATION DETAILS.
3.
BUTTERFLY VALVES SHALL BE INSTALLED
IN,
1
THE OPEN POSITION AND TURNED CLOSED
AFTER INSTALLATION.
4.
SEE PIPING ALIGNMENT DRAWINGS FOR
OFF -SPEC PIPE SIZE.
1
BILL OF MATERIALS
TAG DESCRIPTION SPEC SIZE
QTY
1 PIPE HP01 8"
25'
2 TEE HP01 8"
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
1. TOP OF PIPE MUST BE 18" BELOW THE LOW
LAGOON LEVEL.
2. SEE DRAWING RA-STD-253 FOR ANCHOR
TRENCH DETAILS.
3. FOR PLASTIC LINED LAGOONS, SEE
RA-STD-270 FOR LINER PENETRATION
DETAILS. FOR CLAY LINED LAGOONS,
ADHERE TO NOTE 4.
4. A BENTONITE SLEEVE, 6" MINIMUM
THICKNESS, SHALL BE COMPACTED
AROUND THE FULL DIAMETER OF THE PIPE,
EXTENDING BACK 36" FROM THE PIPE
PENETRATION. ALL BACKFILL SHALL BE
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
5. SEE RA-STD-284 FOR EARTH ANCHOR
INSTALLATION DETAILS.
6. DEPTH AS REQUIRED BY PIPING ALIGNMENT
DRAWINGS.
NOTE 8
FLOATING COVER
NOTE 13
TOP OF BERM
3
NOTE 7
XI
:m7:affil©
0
13
14
OPERATING HEIGHT 1
LOW PUMP I
I
I
NOTE 3 - 1
1 10 12 11
I
I C/�IJ I IIVV JCVVLfI LIIVL
1 I
1 NOTE 2
3
1
0
7. VALVE BOX TO BE 2' BACK FROM THE BACK
TOE OF THE BERM, APPROXIMATELY 12'
FROM THE INNER EDGE OF THE BERM.
8. SEE RA-STD-287 FOR VALVE BOX
INSTALLATION DETAILS.
9. COVER CONTRACTOR TO SUPPLY
MANUFACTURED BOOT.
10. LOCATION FOR VACUUM BREAKER WHEN
REQUIRED.
11. FOR CLAY LINED LAGOONS, SEE RA-STD-284
FOR EARTH ANCHOR INSTALLATION
DETAILS. FOR PLASTIC LINED LAGOONS, SEE
DETAIL "A".
12. BALLAST PIPE TO HAVE SAME SIZE AS
SEWER PIPE. HDPE STRAP WELDED TO
BALLAST PIPE AND SEWER PIPE.
13. ADD RUB SHEET TO COVER.
3
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
i
LAGOON FORCED SEWER
ELEVATION VIEW
A�R��''�
i �56059
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BEN
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'PLATE TO SKIRT
D PERIMETER
6PIROS1623 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
CA/I171TIAIf- I Irli=
EXISTING LINER PENETRATION DETAIL
1. BENTONITE SLEEVE TO EXTEND BACK FROM
THE TOP OF THE PIPE PENETRATION BY AT
LEAST 36".
2. ALL BACKFILL IN PIPE TRENCHES SHALL BE
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.

KinTF.q-
L------L
BACK TO OPEN
LAGOON / WET WELL
NOTE 4, 5
TE 2, 3
Cnl IAI Cnl I A I
INSTALLED BY UNDERGROUND
PIPING CONTRACTOR
27 27 31 31
125 DISCHARGE
4
3
RAINWATER REMOVAL PUMP
ELEVATION VIEW
NOTE 7
RAINWATER REMOVAL PUMP
PLAN VIEW
SSPIROS1623 3/6/2024 4:23:02 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\RA-STD-271-3.DWG
NOTE 6
17
INSTALLED BY UNDERGROUND
PIPING CONTRACTOR
F ---
I I 16
I
I
----------
------------r--------- 20
I I NOTE 2,3
I I
I I
I I q
I I
I I
I I GRADE
I I �
I I
L-- - - - - - I
TO LOCAL
DISCHARGE
STATION
1. SEE LOCAL GENERAL ARRANGEMENTS,
SUPPORT DETAILS, AND PANEL MOUNTING
INFORMATION.
2. ELECTROFUSION COUPLER NEEDED IF
DISCHARGE OF PIPE IS LESS THAN 3 FEET
ABOVE GRADE.
3. ELECTROFUSION COUPLINGS PROVIDED BY
INSTALLING CONTRACTOR.
4. COVER WATER FLOW BACK INTO LAGOON
UNDER COVER WHEN WATER TESTS HOT
FOR EFFLUENT.
5. SEE RA-STD-260 FOR UNDER COVER
RETURN.
6. INSTALL FEMALE CAMLOCK CAP - ITEM 13
ON THE B.O.M. - ON PIPE TO LAND
DISCHARGE.
7. SEE RA-STD-293 FOR RAINWATER FLEX
HOSE ASSEMBLY DETAILS.
8. BUTTERFLY VALVES SHALL BE INSTALLED IN
THE OPEN POSITION AND TURNED CLOSED
AFTER INSTALLATION.
�����►������//I/
,,•��`�N...�?R
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• REV
• DATE REVISION DESCRIPTION
_ S __ #
- �56059 / - THIS DOCUMENT, ALONG WITH ITS DESIGNS, KNOW-HOW AND DRAWINGS,
• : _ D INFORMATION THAT IS THE PROPERTY OF ROESLEIN & ASSOCIATES,
ROESLEIN
!'�t=g/ COPYRIGHT AND OTHER IPROPR PROPRIETARY RIGHTS O THIS DOCUMON 1836 AND 17 USC SECTION 101 et ENT
•'✓ < v•• USE, AND SALES RIGHTS THERETO, EXCEPT TO THE EXTENT SAID RIGHTS
�~•••G N `••••�\; -, MUST NOT BE DUPLICATED OR DISCLOSED, IN WHOLE OR IN PART,
CL••••'•••••• `\ �� ASSOCIATES, INC.. ANY USE OF THE INFORMATION CONTAINED IN THIS
FOR THE EXPRESS PURPOSE FOR WHICH IT HAS BEEN PROVIDED IS
ASSOCIATES, INC., THE HOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY
COPIES THEREOF IN ITS POSSESSION.
09/06/2024 ©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,HOLE
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 =±0.10
XXX=±0.010
ANGLES =±0.5°
ROESLEIN & ASSOCIATES, INC.
R N G PIPING STANDARD
r,r,rr,,
AREA V V V
RAINWATER REMOVAL PUMP
PIPING DETAILS
DIMENSION TOLERANCE
(UNLESS OTHERWISE
SPECIFIED)
FRACTIONS:
MACHINED PARTS =±1/64
WELDED ASSATES,
EMBLIEONS S =±1132
LINEAR DIMENSIONS ON =+1/16
STRUCTURAL WELDMENTS
ANGLES =±1
INCHES:
.XX =±.010
.XXX =±.005
,XXXX=±.0002
ANGLES =±.05°
CONTAINS CONFIDENTIAL
INC. AND IS PROTECTED
& I ESIGN,
INCLUDING ALL D
ARE EXPRESSLY
WITHOUT THE EXPRESS
DOCUMENT OTHER
STRICTLY PROHIBITED.
RETURN
DO NOT SCALE
PA
RINT
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:
1. INSTALL AT TOP OF BERM GRADE.
2. FASTEN TO SIDE OF WET WELL USING
GALVANIZED PIPE HANGER STRAPS.
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
�56059
09i,

NOTES:
NOTES:
SPIROS1623 6/26/2024 9:56:24 AM
A
� Cl STD-277
PIPE OUTLET TO FLAT AREA —
NO WELL DEFINED CHANNEL
PLAN VIEW
L
Li
a SECTION A
STD-277
S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-277.DWG
1. THE ROCK RIPRAP SHALL MEET NCDOT
REQUIREMENTS FOR CLASS "B" RIP RAP (100
LBS./FT3) OR AS DESIGNATED BY ENGINEER.
2. APRON WIDTH "W1" SHALL BE AT LEAST 2
TIMES THE CULVERT PIPE DIAMETER.
APRON WIDTH "W2" SHALL BE AT LEAST "L"
PLUS THE PIPE DIAMETER.
3. ROCK THICKNESS 'IT" SHALL BE AT LEAST 1.5
TIMES THE RIP RAP D100 SIZE.
4. APRON LENGTH "L" AND ROCK RIP RAP
SHALL BE SIZED ACCORDING TO ENGINEERS
SPECIFICATIONS, MINIMUM 111—"=4 x "D" FT.
5. "T" = 15" CLASS "I" RIP RAP, UNLESS
OTHERWISE SHOWN ON PLANS.
6. "T" = 12" CLASS "B" RIP RAP, UNLESS
OTHERWISE SHOWN ON PLANS.
Ed
if
i ! REV UKWN UHK'U APF"L
• S DATE REVISION DESCRIPTION BY BY BY BY
S #
— : %656059 THIS DOCUMENT, ALONG WITH ITS DESIGNS, KNOW-HOW AND DRAWINGS, CONTAINS CONFIDENTIAL AND PROPRIETARY
J _ D INFORMATION THAT IS THE PROPERTY OF ROESLEIN & ASSOCIATES, INC. AND IS PROTECTED UNDER STATE AND FEDERAL LAW,
ASSOCIATES, INC.. ANY USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT OTHER THAN By THE AUTHORIZED
INCLUDING 18 USC SECTION 1836 AND 17 USC SECTION 101 et seq. ROESLEIN & ASSOCIATES, INC. RESERVES ALL PATIENT,
�••_g/ -�' OCOPYRIGHT 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
~~ •G N `[[.��••� �� MUST NOT BE DUPLICATED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN PERMISSION F ROESLEIN &
'''''''• 1 jj j11/��� ````` FORASSTHE EXPRESS
RESSTHE HOLDEREFOR WHICHF THIS T HAS BEENENT PROVIDED
IDED IS IMMEDIATELY RN STRICTLY
RETURN OR UPONDESTTHEOY REQUEST
QUES OF RONT AND IAL&
COPIES THEREOF IN ITS POSSESSION.
©2019 ROESLEIN & ASSOCIATES, INC.
PIPE OUTLET TO
WELL DEFINED CHANNEL
PLAN VIEW
B SECTION B
ST -277
SCALE
SIZE
E
MILLIMETERS:
DIMENSION TOLERANCE
x
=±0.5
XX
=±0.10
(UNLESS OTHERWISE
xxx
=±O.o10
SPECIFIED)
ANGLES
=±0.5°
FRACTIONS:
INCHES:
MACHINED PARTS =±1/64
HOLE LOCATIONS ON
X
=±.020
WELDED ASSEMBLIES -±1/32
XX
=±.010
XXX
=±.005
LINEAR DIMENSIONS ON
=±1/16
XXXX
=±.0002
STRUCTURAL WELDMENTS
ANGLES
=±.05°
ANGLES =±1°
DO NOT SCALE
PRINT
L
1. THE ROCK RIPRAP SHALL MEET NCDOT
REQUIREMENTS FOR CLASS "B" RIP RAP (100
LBS./FT3) OR AS DESIGNATED BY ENGINEER.
2. APRON WIDTH "W1" SHALL BE AT LEAST 1
TIMES THE CULVERT PIPE DIAMETER.
APRON WIDTH "W2" SHALL BE AT LEAST "L"
PLUS THE PIPE DIAMETER.
3. ROCK THICKNESS "T" SHALL BE AT LEAST 1.5
TIMES THE RIP RAP D100 SIZE.
4. APRON LENGTH "L" AND ROCK RIP RAP
SHALL BE SIZED ACCORDING TO ENGINEERS
SPECIFICATIONS, MINIMUM "L"=4 x "D" FT.
5. H = RIP RAP TO TOP OF PIPE (MAX. "H" = "D11 +
„T„
6. 'IT" = 15" CLASS "I" RIP RAP, UNLESS
OTHERWISE SHOWN ON PLANS.
7. 'IT" = 12" CLASS "B" RIP RAP, UNLESS
OTHERWISE SHOWN ON PLANS.
TZ
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
I
LJL, LJI 17 LJI II 1
LEVEL SWITCHES
LIFT STATION
PLAN VIEW
DETAIL A: LIFT STATION ELEVATION VIEW
if
NOTE 4
IN UNDERGROUND PIPING
CONTRACTOR'S SCOPE
IN UNDERGROUND PIPING
CONTRACTOR'S SCOPE
8" HDPE SDR 17
FORCED SEWER
NOTES:
1. PIPE SIZES MAY VARY PER LIFT STATION,
SEE PIPING ALIGNMENT DRAWINGS FOR
SIZES.
2. SEE RA-STD-285 FOR PRECAST LIFT
STATION FABRICATION DETAILS.
3. RAILING OR GRATING IS REQUIRED FOR LIFT
STATIONS THAT EXTEND ABOVE GRADE
LESS THAN 42".
4. SEE RA-STD-287 FOR VALVE BOX
INSTALLATION DETAILS.
5. SIZES AND COMPONENTS MAY VARY PER
VALVE BOX. SEE ALIGNMENT DRAWINGS
AND ATTACHED TABLE FOR DETAILS.
6. PACKING MUST BE TIGHTENED AT INSTALL.
7. ROTATE OUT OF WAY OF OVERHEAD PIPE.
FLOATS
1
ALARM HIGH WATER
2
PUMP OFF
3
LEAD PUMP ON
4
LAG PUMP ON
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09/06/2024

NOTES:
TOP OF BERM
aaa i l i i l i i l i i l i i l i i l i i � I I I
EDGE OF BERM
z
NOTE 2
N
0,:":":m
TOP OF BERM
NOTE 1
NOTE 4
POWER FLUSH
PLAN VIEW
FLOATING COVER
WET WELL POWER FLUSH
ELEVATION VIEW
. MINIMUM OF 1 5' FROM EDGE OF THE COVER.
REFER TO FARM OPERATOR FOR EXACT
LOCATION.
2. 6" POWER FLUSH INSTALLED ADJACENT TO
WET WELL LATERAL.
3. A BENTONITE SLEEVE, 6" MINIMUM
THICKNESS, SHALL BE COMPACTED
AROUND THE FULL DIAMETER OF THE PIPE,
EXTENDING BACK 36" FROM THE PIPE
PENETRATION. ALL BACKFILL SHALL BE
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
4. SEE RA-STD-2 53 FOR ANCHOR TRENCH
DETAILS.
LAGOON SLOPED WALL
------------------------------------------------------------------------
HIGH PUMP
1
3
NOTE 3
LOW PUMP
LOW LAGOON
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09/06/2024

PRECAST LIFT STATION
PLAN VIEW
WATERTIGHT, FLEXIBLE GASKET-
Q A-LOK C107-16 AND CLAMP CL-EV15-18-L.
w OVERFLOW SEE INSTALLATION INSTRUCTIONS.
p
< 12" PVC SDR 35 INSIDE OF WET WELL DO NOT MORTAR TOP HALF OF PIPE LINE.
ry
O OUTSIDE OF WET WELL DO NOT MORTAR.
w
O
Q 2" x 2" NOTCH 10" MIN.
FOR LID
0 - - - - - - - - - - - -
a
w -
p o
w o
a
9" INFI-SHIELD GATOR
WRAP OR EQUAL
INFLUENT X" ADS-1\112
WATERTIGHT, FLEXIBLE GASKET-
A-LOK C107-16 AND CLAMP CL-EV15-18-L.
SEE INSTALLATION INSTRUCTIONS.
INSIDE OF WET WELL DO NOT MORTAR TOP HALF OF PIPE LINE.
OUTSIDE OF WET WELL DO NOT MORTAR.
COMPACTED EAR}
I'
UNDISTURBED EARTH
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
[-Y
QT
PRECAST LIFT STATION
ELEVATION VIEW
FINISH GRADE
1" CLR (TYP)
6vl CAI
MASTIC ON INSIDE & OUTSIDE JOINT
EDGES. SNYDER "RAM-NEK" EQUAL.
#6 @ 7", BOTH WAYS, BOTH FACES
#6 @ 7", BOTH WAYS, BOTH FACES
LIFT STATION 1
LIFT STATION 2
LIFT STATION 3
PD (IN)
AG (IN)
INFLUENT PIPE SIZE (IN)
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PIPE INSTALLATION INSTRUCTIONS:
1. BEVEL PIPE. CLEAN CONNECTOR. CLEAN
PIPE OF DIRT AND DEBRIS.
2. CENTER PIPE IN CONNECTOR AND PUSH
THROUGH.
3. ATTACH PROPER SIZE CLAMP BESIDE
O-RING THEN CENTER PIPE IN CONNECTION
AND TIGHTEN CLAMP WITH TORQUE
WRENCH TO 60 INCH POUNDS.
NOTFS-
1. PRECAST CONCRETE LIFT STATION
STRUCTURE SHALL MEET ASTM-913
STANDARDS.
2. CONCRETE SHALL HAVE A WATER TO
CEMENT RATIO OF 0.45 OR LESS

NOTES:
6 � 5 � 4 1 3
1
2
NOTE 4
1
NOTE 5
L 0.5% SLOPE
1
NOTE 3
1 �
1
OTE 6 3
FLOATING COVER
1
NOTE 1
97
GCS CONDENSATE RETURN INSTALLATION DETAILS
ELEVATION VIEW
if
1. FOR PLASTIC LINED LAGOONS, SEE
RA-STD-270 FOR LINER PENETRATION
DETAILS. FOR CLAY LINED LAGOONS,
ADHERE TO NOTE 2.
2. A BENTONITE SLEEVE, 6" MINIMUM
THICKNESS, SHALL BE COMPACTED
AROUND THE FULL DIAMETER OF THE PIPE,
EXTENDING BACK 36" FROM THE PIPE
PENETRATION. ALL BACKFILL SHALL BE
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
3. SEE RA-STD-253 FOR ANCHOR TRENCH
INSTALLATION DETAILS.
4. CONNECTS TO GCS CONDENSATE
DISCHARGE.
5. SEE GENERAL ARRANGEMENTS FOR EXACT
LOCATION.
I-'6. COVER CONTRACT R TO SUPPLY
MANUFACTURED BOOT.
HIGH PUMP
LOW PUMP
LOW LAGOON
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2
3" SDR11
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3'-0" MIN.
5
ART SYSTEM CONNECTION
ELEVATION VIEW
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li III III III I
1
3
EVAPORATION LAGOON
CONNECT TO
INFUSER NOZZLE