310358_Application Attachment - Drawings Digester System_20240816

DU LIN COUNTY, NORTH CAROLINA
ADDRESS
430 STOCKING HEAD RD, ROSE HILL LEGEND:
RW - = RAINWATER
GAS - = GAS LINE
S --
CIVIL ENGINEER
LS - = LIFT STATION�G
� '
T ! = UNDERGROUND TELEPHONE BROWNTOWN RN. tiwy So
ROESLEIN & ASSOCIATES,
9200 WATSON ROAD SUITE 200 OHE- = OVERHEAD ELECTRICAL
ST. LOUIS MO 63126
� ST = STORM DRAIN p Z
[phone] 471)
WTL- = WATER TRANSFER LINE p O
Q --- co
GO - = GRAVITY OVERFLOW
ELECTRICAL ENGINEER PL = PROPERTY LINE
= SET BACK LIMITATIONS
ROESLEI N & ASSOCIATES, 1.500 = OCCUPIED RESIDENCES SET BACK HOT DOG FARM #2
9200 WATSON ROAD SUITE 200
ST. LOU IS, MO 63126 2.500 = CHURCH & SCHOOL SET BACK
[phone] - - - - - = DIGESTER OPTIONS no
RR�
= EXISTING POWER POLE
REc'�5�� -
TRUE NORTH
SHEET INDEX = CONCRETE BARRIER
COUNTY MAP
a
RA270-00-27009-1 - COVER & SHEET INDEX = EXISTING SEWER MODIFICATION
RA270-00-27009-2 -AREA 1000 NEW DIGESTER GRADING = DATA FROM FISH & WILDLIFE s�
RA270-00-27009-3 - AREA 1000 HOT DOG FARM # 2 SITE LAYOUT NATIONAL WETLANDS
RA270-00-27009-4 -AREA 1000 NEW DIGESTER LAYOUT = 1 00'WET WELL SET BACK
RA270-00-27009-5 -AREA 1000 HYDRAULIC PROFILE
RA270-00-27009-6 -AREA 1000 EROSION CONTROL
VICINITY MAP
N
TRUE NORTH
LEGEND:
= DUPLIN COUNTY
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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-265
Sewer Cleanout
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 7/8/2024 1:26:06 PM C:\VAULT\PROJECTS\MONARCH B10 ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27009.DWG 08/09/2024

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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-27009 Hot Dog 1.000 1.200 66755.62 Sq. Ft. 5686.72 Cu. Yd. 5413.58 Cu. Yd. 273.14 Cu. Yd.<Cut>
Totals 66755.62 Sq. Ft. 5686.72 Cu. Yd. 5413.58 Cu. Yd. 273.14 Cu. Yd.<Cut>
SHASKAMP 6/14/2024 6:44:04 AM P:\200599\06-DRAWINGS\CIVIL\AlK\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27009 HOT DOG 2 AFO PERMIT.DWG
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HARY STEWART 7/8/2024 1:23:16 PM C:\VAULT\PROJECTS\MONARCH BIO ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27009.DWG
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DIGESTER a '� RA-STD-295 A
EFFLUENT
GRAVITY TRANSFER OVERFLOW
PIPE (VERIFY EXISTING) AND
OVERFLOW STRUCTURE
- S-4
RA-STD-271 1010
S-4
``�•�* I s �. _ � � RA-STD-277 -
27509E
WATER TRANSFER LINE S-7
RA-STD-264
:r
A
» 99
2 SEWER INFLUENT LINE
W - MODIFICATIONS NEEDED
' RECYCLE PUMP REUSE PUMP
PROPOSED METER DROP
EXISTING ABANDONED
WELL TO BE REMOVED �■
• S - 1
` RA-STD-280
low rL
27509A - _ r - LS I
a LS
oL S
S
EXISTING LIFT STATION
TO BE REUSED
I
S-1 /P///
RA-STD-285
GRAVITY TRANSFER
`wrC = TL �WTL �WTL T
`wrL �WTL �WTL �LS LS C°'J / v
`wT L TL �WTL� LS LS
� WTL �WTL ��,. ._ LS Y
EXISTING LAGOON TO BE
TAKEN OUT OF SERVICE
EXISTING POWER SUPPLY
TO BE RELOCATED
�F
S-5
RA-STD-289
27509C F 2-8
RA-STD-255
.4
F
Go
_ -
' y PROPOSED METER DROP G SGo S.I
WATER TRANSFER LINE • G
PROPOSED METER DROP _ EXISTING WELL (ABANDONED)
DIGESTER . ► TO BE REMOVED
PROPOSED GAS LINE INFLUENT
S-6``
WESTERN BARN SET EFFLUENT ' 4
RA-STD-255 '
TO REPURPOSE EXISTING LIFT STATION TEMPORARY FLARE
MIN. 50' AWAY FROM EDGE OF DIGESTER
1 :1
S-4
RA-STD-277 PL PL o l
PL
S-9
RA-STD-256 & —�
RA-STD-261 rL
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S-4 a
RA -STD -
A& JIisAII0,
PROPERTY LINE
__ PL
s PC
PC
PL ' Pi
AREA 1000
HOT DOG FARM 2 27009 LOCATION DETAIL
ZACHARY STEWART 7/8/2024 1:23:17 PM C:\VAULT\PROJECTS\MONARCH BIO ENERGY\REGISTER NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27009.DWG
0
TRUE NORTH
FARM
PRODUCTION INFORMATION
CITY
AVG AN N UAL AN I MAL POPU LATI ON
4248
ESTIMATED RNG I NJ DTH/YR
5624
AN I MAL TYPE
GF
BARN OPERATION TYPE
Flush
SYSTEMS
SYSTEM
OPTION SELECTED
CITY
EXISTING BARN EFFLUENT
GRAVITY SEWER
2
S-1
DIGESTER INFLUENT
LIFT STATION
1
S-2
DIGESTER EFFLUENT
GRAVITY & FORCED WATER
TRANSFER
1 EACH
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
DIGESTER
PARAMETER
VALUE
UNITS
LENGTH
350
FT
WI DTH
110
FT
TOP OF DIKE ELEVATION
82
FT
DEPTH
12
FT
BOTTOM ELEVATION
70
FT
DIKE WIDTH
15
FT
INTERIOR SLOPE
3:1
EXTERIOR SLOPE
3:1
OPERATING HEIGHT
10
FT
OPERATING ELEVATION
80
FT
LOW DIGESTER OPERATING HEIGHT
N/A
FT
LOW DIGESTER OPERATING ELEVATION
N/A
FT
OPERATING VOLUME
1589264
GAL
TOTAL VOLUME
2124724
GAL
CUT
5260
CY
FI LL
5260
CY
NET
1 0
1 CY
PIPE
SERVICE
SIZE
SPECIFICATION
CITY
UNITS
BARN EFFLUENT (GRAVITY)
12”
PL01
60
FT
EXISTING BARN EFFLUENT (FORCED)
N/A
N/A
N/A
N/A
LIFT STATION OVERFLOW
12"
HP01
50
FT
DIGESTER INFLUENT (FORCED)
6"
HP02
1250
FT
DIGESTER INFLUENT (FORCED)
8"
HP02
N/A
FT
DIGESTER INFLUENT CLEANOUT
X"
PL01
N/A
EA
DIGESTER EFFLUENT (FORCED)
6"
HP02
1000
FT
WATER TRANSFER WET WELL LATERAL
12"
HP01
50
FT
DIGESTER EFFLUENT (GRAVITY)
12"
HP01
100
FT
WET WELL LATERAL
12"
HP01
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
12"
HP02
50
FT
MIXING SUCTION
8"
HP02
50
FT
MIXING DISCHARGE
6"
HP02
330
FT
\\\\1►����ll///�� D P27JUN24 ISSUED FOR PERMITTING ZTS MVK CF SCALE1'-250' SIZE E MILLIMETERS:
\NN\N CA R p'�•/f C 21SEP23 ISSUED FOR GROWERS MEETING ZTS MVK MVK x =±0.5
;��� O •ES'r••. �" /// B 08SEP23 ISSUED FOR GROWERS MEETING ZTS MVK MVK DIMENSION TOLERANCE xx =±a10
A 11AUG23 ISSUED FOR REVIEW ZTS MVK MVK (UNLESS OTHERWISE XXX=±0.010
SPECIFIED) ANGLES =±0.5'
! : REV DRWN CHK'D APP'D
• DATE REVISION DESCRIPTION
ll pS_ # BY BY BY FRACTIONS: INCHES:
I /56059 — THIS DOCUMENT, ALONG WITH ITS DESIGNS, KNOW-HOW AND DRAWINGS, CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION MACHINED PARTS =±1/64
�'^� • I • THAT IS THE PROPERTY OF ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC AND IS PROTECTED UNDER STATE ,x =±.020
i ' � o` AND FEDERAL LAW, INCLUDING 18 USC SECTION 1836 AND 17 USC SECTION 101 et seq. ROESLEIN & ASSOCIATES, INC. AND ROESLEIN HOLE LOCATIONS ON =±1/32 .XX =±.010
�••� ALTERNATIVE ENERGY, LLC RESERVES ALL PATENT, COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO THIS DOCUMENT, INCLUDING ALL WELDED ASSEMBLIES
,. �j •• �/ < �.• �� DESIGN, MANUFACTURING, REPRODUCTION, USE, AND SALES RIGHTS THERETO, EXCEPT TO THE EXTENT SAID RIGHTS ARE EXPRESSLY .XXX =±.005
fI /- ••• G C� •• v �� GRANTED TO OTHERS. THIS DOCUMENT MUST NOT BE DUPLICATED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS LINEAR DIMENSIONS ON =±1 /16 .XXXX=±.0002
, //� �Cl ••••• •N•.• `••\\ `��� WRITTEN PERMISSION OF ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC. ANY USE OF THE INFORMATION STRUCTURAL WELDMENTS ANGLES =±.05°
CONTAINED IN THIS DOCUMENT OTHER THAN BY THE AUTHORIZED RECIPIENT FOR THE EXPRESS PURPOSE FOR WHICH IT HAS BEEN ANGLES =±1 °
PROVIDED IS STRICTLY PROHIBITED. UPON THE REQUEST OF ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC
THE HOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY RETURN OR DESTROY THIS DOCUMENT AND ALL COPIES THEREOF IN ITS
08/09/2024 POSSESSION. ©2023 ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC DO NOT SCALE PRINT
MONARCH BIO ENEGRY
REGISTER, NC
AREA 1000
HOT DOG FARM 2
NEW DIGESTER LAYOUT
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG. SHEET REV
NO. RA270-00-27009 3CF6 D

120
120
110
110
100
100
TOB: 91.00
EXISTING
EAST BARNS
TRANSFER PUMP
LAGOON
90
WET WELL
RIM: 86.40
27509A FB: 90.00
LIFT STATION
WEST BARNS
90
RIM: 86.40
TOB: 85.40
HDPE COVER
(SEE DETAIL)
(SEE DETAIL)
FF:(89.0) FF:(89.0)
MIXING STATION 12" MIN
12" MIN
FLOATING
FF:87.00 FF:87.00
(SEE DETAIL) ABOVE EX
ABOVE EX
PUMP
RIM: 86.00
FF:(84.5) FF:(88.5)
GRADE
PROPOSED
GRADE
TOB: 84.50
DIGESTER
EXISTING
I
FF:85.50 FF:85.50
LAGOON
//
— — — — — — — — — —
OL: 83.40
27509B FB: 83.50
'=
— SHWT:
12" MIN
I I I
—
85.90
ABOVE EX
GRADE
80
NEW GRAVITY
DRY WELL:70 — _ _ _
INV: 82.40
BOTTOM: 80.00
80
BOTTOM:
FLOW
78.40
�\
BOTTOM:
76.00
EX GRAVITY
BOTTOM: 74.64
HEADER
PUMP RETURN:
BOTTOM: 73.40
BOTTOM: 76.40
75.40
70
70
60
60
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
/
I HEREBY CERTIFY
ENGINEERING DOCUMENT WAS
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INCHES:
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PROFESSIONAL ENGINEER
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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
MACHINED PARTS =±1/64
.X
_
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-------------- ------ ----
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THELAWS OF STATE OF
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AND FEDERAL LAW, INCLUDING 18 USC SECTION 1836 AND 17 USC SECTION 101 et se ROESLEIN & ASSOCIATES, INC. AND ROESLEIN
q
ALTERNATIVE ENERGY, LLC RESERVES ALL PATENT, COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO THIS DOCUMENT, INCLUDING ALL
HOLE LOCATIONS ON +1 /32
WELDED ASSEMBLIES -
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+.010
=±.005
HOT DOG FARM 2
NORTH CAROLINA
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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
LINEAR DIMENSIONS ON
=±1/16
.XXXX
=±.0002
ENGINEERS
• MANUFACTURERS • CONSTRUCTORS
2001 W. BROADWAY, COLUMBIA MO 65203
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WRITTEN PERMISSION OF ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC. ANY USE OF THE INFORMATION
CONTAINED IN THIS DOCUMENT OTHER THAN BY THE AUTHORIZED RECIPIENT FOR THE EXPRESS PURPOSE FOR WHICH IT HAS BEEN
STRUCTURAL WELDMENTS
'
ANGLES
=±.05°
HYDRAULIC PROFILE
DWGPROV
SHEET REV
573-814-1568
MY LICENSE NUMBER IS
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THE HIOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY RETURN OR DESTROY THIS DED IS STRICTLY PROHIBITED. UPON THE REQUEST OF ROESLEIN & ASSOCIATES, IDOCUMENTT AND ALL COPIES TNC. AND ROESLEIN IHEREOVE F IN ITSLC
ANGLES =±1
.
_ _
RA2 7 0 0 0 2 7 0 0 9 V OF 6 1
SHASKAMP 7/8/2024 3:33:10 PM R:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27009 HOT DOG 2 AFO PERMIT.DWG
NC CERTIFICATE OF AUTHORITYC-4628
#056059
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08/09/2024
1 POSSESSION. 9)2023 ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY. LLC I
DO NOT SCALE PRINT
NO.

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
•
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
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.
N
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.('-2
DETAI L-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
27009
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
27009 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
�I
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
27009) N.T.S.
SHASKAMP
6/14/2024 6:44:06 AM P:\200599\06-DRAWINGS\CIVIL\A1 K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27009 HOT DOG 2 AFO PERMIT.DWG

TOP OF BERM
HIGH PUMP OPERATING HEIGHT
0
N
12" WET WELL LATERAL
LAGOON OPERATING LEVELS
LOW PUMP
0
N
WET WELL LATERAL
CENTER OF PIPE
TOP OF SLUDGE
BOTTOM OF LAGOON
3PI ROS1623
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
�6059
g4l
�.p -(D
08/09/2024

NOTES:
80-MIL HDPE
FLOATING COVER
0
M
60-MIL HDPE
LINER
COMPACT THE BOTTOM SOIL.
ANCHOR TRENCH
PLAN VIEW
NOTE 1
PERIMETER PIPING
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.
SSPIROS1623 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
XT
6059
N
08/09/2024

NOTES:
DAYLIGHT OUT BERM
LAGOON EMERGENCY VENT PORT
ELEVATION VIEW
uCA "I//
H56059
1 . TWO EMERGENCY VENTS REQUIRED PER
LAGOON, ONE AT EACH END OF THE
LAGOON FURTHEST FROM THE EARNS.
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
08/09/2024

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'
30'
COVER ANCHOR STRAPS
CUSTOM STRAINER
SEE DETAIL "E"
SEE DETAIL "F"
COVER
RAINWATER REMOVAL SUCTION PIPE
PLAN VIEW
30'
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
�F�
STD-256
DISTANCE BETWEEN
STRAP WELDS = 24"
42"
DETAIL C: FLEX HOSE ANCHOR STRAPS
L/\ I [AuJIlJIV VVLLULL-j I V /-1rf1lJIV II-IIJ I L J).
SEE DETAIL "C".
DETAIL B: FLEX HOSE INSTALLATION
NOTE 4
APRON
(NOTE 3)
NC
6" U/-1LL/-1J I rIrII\IV.
STD-256-2
FLOATING COVER
FLOATING COVER AND BEING 1O' 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
t-n\ir-:D PUMP SUCTION PIPE
(3" SDR 17)
ING COVER
IROS1623 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
6059 : -(D =
08/09/2024

NOTES:
HIGH EFFLUENT
LOW EFFLUENT
1. SEE RA-STD-276 FOR BLOWER SKID
ASSEMBLY DETAILS.
2. ELEVATION TO CHANGE WITH TOPOGRAPHY.
3. SEE DRAWING PA-STD-253 FOR ANCHOR
TRENCH DETAILS.
4. FOR PLASTIC LINE 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.
6. VALVE SHALL BE INSTALLED PRIOR TO
COVER INSTALLATION.
NOTE 1
3 9. BUTTERFLY VALVES SHALL BE INSTALLED IN
THE OPEN POSITION AND TURNED CLOSED
AFTER INSTALLATION.
10. BOLTS AT TOP OF BUTTERFLY VALVE
FLOATING COVER 9 8 7 6 I CONNECTING TO ABOVE GRADE PIPING IS
3
� TO BE SUPPLIED BY ROESLEIN.
NOTES 7, 8, 9, 10
4
5
2
10)__ NOTE 4 NOTE 5
WI-1
2°/Q SLOPE
BOTTOM OF TEE MUST BE ABOVE
LAGOON HIGH WATER LEVEL
NOTE 5 I
NOTE 6
5
NOTE 3
A
STD-261
BIOGAS DRAW -OFF INSTALLATION
ELEVATION VIEW
SSPIROS1623 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
NO POCKETS
1Q
3
8" PERIMETER PIPING
)VER
95
8" LINE TO ABOVE
GRADE DRAW OFF
4" DRAIN LINE
TO LAGOON
8" INVERTED TEE IN LINE
WITH PERIMETER PIPING
U
611 w
ry
ry
O
U
z
Q
LL
O
d
w
0
I
T BOTTOM OF ANCHOR TRENCH
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
3 24FEB24 ADDED NOTE 10, REVISED BOLT SIZE CBE SJS CBE KPL
2 28JUN23 UPDATED BILL OF MATERIALS CBE SJS KPL CD
SCALE SIZE
E
MILLIMETERS:
QQ INC.
ROESLEIN CX ASSOCIATES
���� •..•••""
1 25MAY23 ISSUED FOR CONSTRUCTION CBE SJS KPL CD
DIMENSION TOLERANCE
;xX
- ±o.10
����•'�OFES .���V
0 03APR23 ISSUED FOR CONSTRUCTION CBE SJS KPL CD
DRWN CHK'D APP'D
(UNLESS OTHERWISE
SPECIFIED)
xxx
ANGLES
=±o.Olo
=±0.5°
RN G PIPING STANDARD
/
RO E S L E I N
: S �
• •
I s __
REV
DATE REVISION DESCRIPTION BY
# BY BY BY
FRACTIONS:
INCHES:
� p E /� ���
AR A
AREA
it
•
H56059
`+Q �=
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,
MACHINED PARTS =±�/64
x
=±.020
�
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,
HOLE LOCATIONS ON
=±1/32
WELDED ASSEMBLIES
XX
—+ 010
_—.005
BIOGAS DRAW -OFF
••y/1/ �••� `��
•'•G ' N `�'•\` \/
USE, AND SALES RIGHTS THERETO, EXCEPT TO THE EXTENT SAID RIGHTS ARE EXPRESSLY GRANTED TO OTHERS. THIS DOCUMENT
NOT BE DUPLICATED OR DISCL SED, IN ORIN PART, WITHOUT THE S WRITTEN PERMISSION_
LINEAR DIMENSIONS ON
STRUCTURAL WELDMENTS —±1/16
.XXXX
=±,0002
ENGINEERS
•MANUFACTURERS -CONSTRUCTORS
•••••••••`• ��`
ON CONTAINED IN HIS DOCUMENT OTHOLE
ASSOCIATES, INC. ANY USE OF THE INFORMATIMUST
ER THANY THE AUTHORIZED RECIPIENT
FOR THE EXPRESS PURPOSE FOR WHICH IT HAS BEEN PROVIDED IS STRICTLY PROHIBITED. UPON THE REQUEST OF ROESLEIN &
ANGLES =±1 °
ANGLES
=±,05°
INSTALLATION DETAILS
DWG.
SHEET REV
ASSOCIATES, INC.,THE HOLDER OFTHIS DOCUMENT AGREES TOIMMEDIATELY RETURN ORDESTROY THIS DOCUMENT AND ALL
RA-STD-261-1
1 OF 1 3
08/09/2024
COEREOF IN ITS POSSESSION.
©2019 019 ROROESLEIN &ASSOCIATES, INC.
DO NOT SCALE
PRINT
NO.

NOTES:
OPERATING WATER LEVEL
Z
0
co
1
3
NOTE 2
Ala=------
NOTE 1
1
GRAVITY TRANSFER WATER WET WELL INSTALLATION DETAIL
ELEVATION VIEW
uNrr07
0.5% MIN
0
n
�I
NOTE 4
NOTE 5
0
A
NOTE 6
6'-0"
CONDENSATE
FRETURN LINE
3
Josomm ��-ffc
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
XT
6059 (D
I N
08/09/2024

FLOATING PUMP DISCHARGE INSTALLATION
PLAN VIEW
18) �20) r11
W ui V
\T�
14 17 15
19 16 NOTE 5
9) fflll '11
13
10) (7
r
1
3
SSPIROS1623 3/6/2024 4:55:11 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-263-1.DWG
1
NOTE 4
7
7
FLOATING PUMP DISCHARGE INSTALLATION
ELEVATION VIEW
........ R
S
H56059 J -D
08/09/2024
M
w
O
z
NOTES:
1. ATTACH TO FLOATING PUMP ASSEMBLY.
2. VARIES, SEE ALIGNMENT DRAWINGS.
3. DEPTH AS REQUIRED BY PIPING ALIGNMENT
DRAWINGS.
4. VALVE BOX LOCATION TO BE DETERMINED
BY THE FARM OPERATOR.
5. SEE RA-STD-237 FOR VALVE BOX
INSTALLATION DETAILS.
HDPE SDR 11 WATER MANAGEMENT PIPING
NOTE 2
BILL OF MATERIALS
DESCRIPTION SPEC
ELBOW, 45, SDR11 HP02

3
�7
5 � 4 � 3 1 2
im
�lCCC o 46o_„
7
I
FLOATING PUMP DISCHARGE INSTALLATION
14) (15
0
0 0
17 13 12 11
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
16
1
11 12 11 12' 13
7
FLOATING PUMP DISCHARGE INSTALLATION
1
........ R
S
H56059 J -D
08/09/2024
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.
BILL OF MATERIALS
DESCRIPTION SPEC
ELBOW, 45, SDR11 HP02
FLANGE ADAPTER, SDR11 HP02

NOTES:
3
2
41516
NOTE 2
NOTE 3
NOTE 4
FLOATING COVER
1
IRRIGATION SUCTION
PLAN VIEW
IRRIGATION SUCTION
ELEVATION VIEW
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 05% STANDARD
PROCTOR DENSITY. BENTONITE SEAL
MINIMUM 6" AROUND THE FULL DIAMETER
OF THE PIPE. BEITONITE 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
SSPIROS1623 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
XT
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08/09/2024

NOTES:
HDPE STRI
..
-:
0
1
N
NEW/EXISTING SEWER LINE
13) (12) (1
©:Efflaffl©
5'-011
FLOATING COVER
10' MAX - NOTE 1
w
O 11
TOP OF BERM z
NOTE 3 10
NOTE 12
NOTE 8
�X
7 NOTE 2
NEW SEWER LINE (NOTE 4) 1
10 Ln
3 11 w
O
z
91,
MIXING SYSTEM LINE(NOTE 11)
SEWER CLEANOUT
ELEVATION VIEW
iDPE STRAP
V V LI V111 I ILLL 1../ I..;ALLAST _ sdq�
6059
XT
HIGH PUMP OPERATING HEIGHT
----------1 L--------- 1-----------
LOW PUMP
NOTE 9
NOTE 9
NOTE 9
NOTE 9
NOTE 9
1. REFERENCE DIMENSION. REFER TO FARM
OPERATOR FOR EXACT LOCATION.
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. TOP OF PIPE MUST BE 12" BELOW LOW
LAGOON LEVEL.
6. DEPTH TO BE DETERMINED BY EXISTING
SEWER PIPE BURIAL DEPTHS.
7. BUTTERFLY VALVES SHALL BE INSTALLED IN
THE OPEN POSITION AND TURNED CLOSED
AFTER INSTALLATION.
8. FOR CLAY LINED LAGOONS, SEE RA-STD-284
FOR EARTH ANCHOR INSTALLATION
DETAILS. FOR PLASTIC LINED LAGOONS, SEE
DETAIL "A".
9. VARIES. SEE PIPING ALIGNMENT DRAWINGS
FOR PIPE SIZES.
10. BALLAST PIPE TO HAVE SAME SIZE AS
SEWER PIPE. HDPE STRAP WELDED TO
BALLAST PIPE AND SEWER PIPE.
11. SEE RA-STD-289 FOR MIXING SYSTEM
DETAILS.
12. COVER CONTRACTOR TO SUPPLY
MANUFACTURED BOOT.
SPI ROS1623
3/6/2024 4:20:41 PM
S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\RA-STD-265-2.DWG
I N
08/09/2024

NOTES:
c�
NOTE 1
NOTE 2
2 X 3 1 4 � 5
0
. SEWER CLEANOUT
FLOATING COVER
0
N
NOTE 1
TOP OF BERM
NOTE 3
SEWER LINE
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
NOTE 5
1
POWER FLUSH
ELEVATION VIEW
-
llar��
�;:••"l"/'1R
����.•'�OFES ����i
�� •Q �'q �
: S�
• • �
' S _
SCALE
SIZE
E
MILLIMETERS:
=±aio
..xxx 10.010
ANGLES =±0.5°
1
28JUN23
UPDATED BILL OF MATERIALS
CBE
SJS
KPL
MDC
DIMENSION TOLERANCE
(UNLESS OTHERWISE
SPECIFIED)
0
08JUN23
ISSUED FOR CONSTRUCTION
CBE
SJS
KPL
MDC
REV
#
DATE
REVISION DESCRIPTION
BY
DRWN
BY
CHKD
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 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,
q
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
'LE"�',11
OLE OR IN PART, WITHOUT THE EXPRESS WRITTEN PERMISSION=
ASSOCIATES, INC.. MUST NOT BE A Y USE OF THE INFORMATIOICATED OR DISCLOSED, IN N CONTAINED IN HIS DOCUMENT OTHER THAN BY THE AUTHORIZED RECIPIENT
OLD OF THIFOR THE EXPRESS PURPOSE FOR S DOCUMENT AGREES TO IMMEDIATELY RETUH IT HAS BEEN PROVIDED IS STRICTLY RN OR DEOSTROY THIN THE S DOCUMENT AND ALUEST OF ROESLEIN &
ASSOCIATES, T INC.
IN E HOLDER
©2019 ROESLEIN & ASSOCIATES, INC.
'
— :
6059 � Qo
i Q' Q::
C,'
•• v
•y"V G+ ��•'� ��
••. N ./''�STRUCTURAL
Imo' Cl ••••••••• '
08/09/2024
MACHINED PARTS =±1164
HOLE LOCATIONS ON
=±1132
WELDED ASSEMBLIES
LINEAR DIMENSIONS ON
± 1/16
WELDMENTS
ANGLES =±1 °
,X =±,020
.XX =±.010
.XXx =±.005
)OOO( 1.0002
ANGLES = 05°
±,
DO NOT SCALE
PRINT
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, 6" MINIMUM
THICKNESS, SHALL BE COMPACTED
AROUND THE FULL DIAMETER OF THE PIPE,
EXTENDING BACK 36" FROM THE PIPE
PENETRATION. ALL BACl/CFILL 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"
60'
2
HP02
6"
1
3
BACKUP RING
HP02
6"
1
4
GASKET
STUD BOLTS W/ NUTS
HP02
6"
1
5
HP02
3/4" x 4%4" LG
8
6
BLIND FLANGE
HP02
6"
1

NOTF.';-
FLOATING COVER
1
HIGH PUMP
1
3
I LOW PUMP
LOW LAGOON
OFF -SPEC LAGOON TIE IN
ELEVATION VIEW
El I
2
1
NOTE 2
1
2
0
f
V MIN
1
5
51
NOTE 3
6 X 7 � 8
6 X 7 � 8
irl
3
4.
w
O
z
TOP OF BERM/GRADE
NOTE 4 \/ 1
........
E��
�Q.•�OF .�/L%
=i�Q • -9
•S• �
�S
SCALE
SIZE
E
MILLIMETERS:
.XX =+_o.10
XXX=±0.010
ANGLES =±0.5°
1
28JUN23
UPDATED BILL OF MATERIALS
CBE
SJS
KPL
DC
DIMENSION TOLERANCE
(UNLESS OTHERWISE
SPECIFIED)
0
08JUN23
ISSUED FOR CONSTRUCTION
CBE
SJS
KPL
MDC
REV
DATE
REVISION DESCRIPTION
BY
DRWN
CHK'D
APP'D
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., THE HOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY PURPOSE FOR WHICH IT HAS BEEN PROVIDED IS STRICTLY PREE UIRN OR DEOSTROY THIS DOCUMENT AND ALL N THE REQUEST OF ROESLEIN &
COPIES THEREOFINITS POSSESSION.
©2019ROESLEIN&ASSOCIATES, INC.
—
:
�16059 • Ur
�[
• A/ � • �/ �
• < '.• ��
�� / ••.ti(j ' N ` `�
••••....... V` ♦
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SSPIROS1623 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 08/09/2024
MACHINED PARTS =±1/64
HOLE LOCATIONS ON
WELDED ASSEMBLIES =±1/32
LINEAR DIMENSIONS ON
=±1 /16
STRUCTURAL WELDMENTS
ANGLES =±1 °
,X =±.020
.XX =±,010
.XXX =±.005
XXXX=±.0002
ANGLES =±.05°
Jl�/`"�
DO NOT SC/`LE
PRINT
f1
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.
97
BILL OF MATERIALS I
TAG
DESCRIPTIO14
PIPE
TEE
SPEC
SIZE
QTY
1
HP01
811
25'
2
HP01
811
1
3
REDUCER, ECCENTRIC
HP01
8" x 4"
1
4
90 ELBOW
BUTTERFLY VALVE
HP01
811
5
5
BUF05
811
1
6
FLANGE ADAPTER
HP01
811
2
7
BACKUP RING
HP01
811
2
8
MACHINE BOLT
HP01
3/4" x 3°
16
ROESLEIN & ASSOCIATES, INC.
RNG PIPING STANDARD
AREA 1000
OFF -SPEC CONNECTION
INSTALLATION DETAILS
� � �_77' _�� TA � �
ROESLEIN
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG. SHEET REV
NO. RA -STD -267 1 OF2 1

NOTES:
TOP OF BERM
HIGH PUMP
OPERATING HEIGHT
LOW PUMP
FLOATING COVER
NOTE 13
NOTE 3
1 NOTE 2
3
3
0
1
LAGOON FORCED SEWER
ELEVATION VIEW
3
1
3
NOTE 7
1
10
1. TOP OF PIPE MUST BE 13" 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-234 FOR EARTH ANCHOR
INSTALLATION DETAILS.
6. DEPTH AS REQUIRED BY PIPING ALIGNMENT
DRAWINGS.
�i
0
:"7:afflu
12)(11
13
i
I
i
0
(V
NOTE 8
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-237 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.
NOTE 10
EXISTING SEWER LINE
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
XT
6059 (D
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08/09/2024

tl
off 7f nil cll
BEN
MINI
ARC
DIAL
PIPE
THE
OF 1
c
u
PENETRATION REPAIR PATCH
'PLATE TO SKIRT
D PERIMETER
IROS1623 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/I171TMlf- I IAICP]
,•�``NI CAi 1..
S i
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7 -
�'i�••ti�G I N
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08/09/2024
EXISTING LINER PENETRATION DETAIL
NOTES:
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.

NOTES:
GRAD
L- - - - - - I
BACK TO OPEN
LAGOON / WET WELL
NOTE 4, 5
TE 2, 3
Cr1I IAI
INSTALLED BY UNDERGROUND
PIPING CONTRACTOR
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
EQUAL
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
ce)
I I
I I
I I GRADE
I I �
I j
L-- - - - - - I
TO LOCAL
DISCHARGE
STATION
XT
6059 :0
I N
........`N`'`�eV
08/09/2024
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.
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
SCALE
SIZE
E
MILLIMETERS:
:X XX _±o5
XXX=±0.010
ANGLES =±0.5°
ROESLEIN & ASSOCIATES, INC.
R N G PIPING STANDARD
DIMENSION TOLERANCE
(UNLESS OTHERWISE
SPECIFIED)
REV
DATE
REVISION DESCRIPTION
B�,
DRWN
By
CHK'D
By
APP'D
By
#
FRACTIONS:
INCHES:
r,r,r,
AREA 1000
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,
MACHINED PARTS =±1/64
=±.020
IN & ASSOCIATES, INC. RESERVES ALL PATIENT,
INCLUDING 18 USC SECTION PRI AND 17 USC SECTION 101 C seq. T, INCLUDING
COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO THIS DOCUMENT, INCLUDING ALL DESIGN, MANUFACTURING, REPRODUCTION,
HOLE LOCATIONS IE =±1/32
WELDED ASSEMBLIES
.X
.XX =±.010
XXX =±.005
RAINWATER REMOVAL PUMP
USE, AND SALES RIGHTS THERETO, EXCEPT TO THE EXTENT SAID RIGHTS ARE EXPRESSLY GRANTED TO OTHERS. THIS DOCUMENT
LINEAR DIMENSIONS ON
=±.0002
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 &
=±1/16
STRUCTURAL WELDMENTS
ANGLES =±1 °
.XXXX
ANGLES =±.05°
PIPING DETAILS
ASSOCIATES, INC., THE HOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY RETURN OR DESTROY THIS DOCUMENT AND ALL
DO NOT SCALE
f�
PRINT
COPIES THEREOF
IN&ASITS ASSOCIATES,
02019 ROESLEIN &ASSOCIATES, INC.
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
G SHEET REV
NO. RA -STD -271-3 1 OF 1

NOTES:
LV L, LVI 17 LVI 11 1
LEVEL SWITCHES
GRADE
TRANSFER PUMP
PLAN VIEW
TRANSFER PUMP
ELEVATION VIEW
6" HDPE SDR 17
FORCED SEWER
1. PIPE SIZES MAY VARY PER TRANSFER PUMP,
SEE PIPING ALIGNMENT DRAWINGS FOR
SIZES.
2. SEE RA-STD-285 FOR PRECAST TRANSFER
PUMP FABRICATION DETAILS.
3. RAILING OR GRATING IS REQUIRE FOR
TRANSFER PUMPS 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. ROTATE SO NOT IN LINE WITH OVERHEAD
PIPE.
7. SEE RA-STD-274-2 FOR WET WELL LEVEL
INDICATOR DETAILS.
SPIROS1623 6/25/2024 1:54:28 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-272-4.DWG
XT
6059 (D
08/09/2024

NOTES:
FRONT VIEW
INSTALL AT TOP OF BERM GRADE.
FASTEN TO SIDE OF WET WELL USING
GALVANIZED PIPE HANGER STRAPS.
6/25/2024 2:19:20 PM

1
HDPE SDR 17 WATER
TRANSFER PIPING
3
NOTE 3
TRANSFER WATER DISCHARGE
ELEVATION VIEW
1
3
6-0" MIN.
1
NOTES:
1. SIZE VARIES. SEE PIPING ALIGNMENT
DRAWINGS.
2. DEPTH AS REQUIRED BY PIPING ALIGNMENT
DRAWINGS.
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. EROSION PROTECTION LINER DEPENDENT.
EVAPORATION
LAGOON
NOTE 4
BILL OF MATERIALS
SPEC I SIZE
IROS1623 3/6/2024 4:26:01 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\RA-STD-275-2.DWG
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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. 'IT" = 15" CLASS "I" RIP RAP, UNLESS
OTHERWISE SHOWN ON PLANS.
6. 'IT" = 12" CLASS "B" RIP RAP, UNLESS
OTHERWISE SHOWN ON PLANS.
V6059
v
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Ed
REV DRWN CHK'D APPE
# DATE REVISION DESCRIPTION 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 seq. 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 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.
02019 ROESLEIN & ASSOCIATES, INC.
PIPE OUTLET TO
WELL DEFINED CHANNEL
PLAN VIEW
B SECTION B
STD-277
SCALE
SIZE
E
MILLIMETERS:
DIMENSION TOLERANCE
x
=±0.5
.xx
=±0.10
(UNLESS OTHERWISE
xxx
=±0010
SPECIFIED)
ANGLES
=WY
FRACTIONS:
INCHES:
MACHINED PARTS =±1/64
HOLE LOCATIONS ON
-±1/32
X
XX
=±.020
=±.010
WELDED ASSEMBLIES
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 '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. H = RIP RAP TO TOP OF PIPE (MAX. "H" = "D" +
1171).
11
6. "T" = 15" CLASS "I" RIP RAP, UNLESS
OTHERWISE SHOWN ON PLANS.
7. "T" = 12" CLASS "B" RIP RAP, UNLESS
OTHERWISE SHOWN ON PLANS.
ROESLEIN &ASSOCIATES, INC.
RNG PIPING STANDARD
AREA 1000
RAINWATER OUTLET
PIPING DETAIL
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG. SHEET REV
NO. RA —STD —277 1 OF 1

A
STD•280•
I
LJL, LJI I, LJI II 1
LEVEL SWITCHES
LIFT STATION
PLAN VIEW
DETAIL A: LIFT STATION ELEVATION VIEW
NOTES:
1. PIPE SIZES MAY VARY PER LIFT STATION,
SEE PIPING ALIGNMENT DRAWINGS FOR
SIZES.
2. SEE RA-STD-266 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-267 FOR VALVE BOX
IN UNDERGROUND PIPING INSTALLATION DETAILS.
CONTRACTOR'S SCOPE
6. 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.
IN UNDERGROUND PIPING
CONTRACTOR'S SCOPE
8" HDPE SDR 17
FORCED SEWER
FLOATS
1
ALARM HIGH WATER
2
PUMP OFF
3
LEAD PUMP ON
4
LAG PUMP ON
SPIROS1623 3/6/2024 4:26:48 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\RA-STD-280-2.DWG
6059 (D
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NOTES:
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z
NOTE 2
N
0,:":":m
TOP OF BERM
TOP OF BERM
NOTE 1
12/7/2023 10:52:52 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-282.DWG
EDGE OF BERM
NOTE 4
z
N
vl-
1. MINIMUM OF 15' FROM EDGE OF THE COVER.
REFER TO FARM OPERATOR FOR EXACT
LOCATION.
2. 6" POWER FLUSH INSTALLED ADJACENT TO
WET WELL LATERAL.
3. A EENTONITE 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-253 FOR ANCHOR TRENCH
DETAILS.
LAGOON SLOPED WALL
POWER FLUSH
PLAN VIEW
FLOATING COVER
----------------------------------------------------------------------
HIGH PUMP
WET WELL POWER FLUSH
ELEVATION VIEW
CAUI'/ ..
........ R
• S
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08/09/2024
NOTE 3
LOW PUMP
LOW LAGOON

PIPE INSTALLATION INSTRUCTIONS:
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.
O OUTSIDE OF WET WELL DO NOT MORTAR.
Lu
O
Q 2" x 2" NOTCH � 10" MIN.
FOR LID
FINISH GRADE
T
Lu
-
p
o
Lu
O
a
0" 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 EARiTO -
UNDISTURBED EARTH
u.
Q-�
1" CLR (TYP)
6" r
MASTIC ON INSIDE & OUTSIDE JOINT
EDGES. SNYDER "RAM-NEK" EQUAL.
#6 @ 7", BOTH WAYS, BOTH FACES
#6 @ 7", BOTH WAYS, BOTH FACES
PRECAST LIFT STATION
ELEVATION VIEW
LIFT STATION 1
LIFT STATION 2
LIFT STATION 3
PD (IN)
AG (IN)
INFLUENT PIPE SIZE (IN)
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
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
XT
-A �16059 :0
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NOTES:
6 � 5 � 4 1 3
1
2
NOTE 4
1
NOTE 5
0.5% SLOPE
1X
NOTE 3
1 �
A1
OTE 6 3
FLOATING COVER
1
NOTE 1
9.9
GCS CONDENSATE RETURN INSTALLATION DETAILS
ELEVATION VIEW
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
1 LOCATION.
76. COVER CONTRACT R TO SUPPLY
MANUFACTURED BOOT.
HIGH PUMP
LOW PUMP
LOW LAGOON
BILL OF MATERIALS
DESCRIPTION SPEC
QTY
IROS1623 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
6059 (D
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HIGH LIQUID LEVEL
NOTE 2
0
N
BOTTOM OF DIGESTER
INFLUENT
MIXING DI.
O/A TlITAI 1 r!Kif�TL-1
PLAN VIEW
TYPICAL SYSTEM LAYOUT
DISCHARGE AT SURFACE
(OPERATING LEVEL) - ---
LSPIROS1623 4/11/2024 3:11:15 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-289.DWG
NO POCKETS
NO POCKETS
SEWER INFLUENT, SEE RA-STD-265
11
ELEVATION VIEW
TYPICAL SYSTEM LAYOUT
PLAN VIEW
WELL LAYOUT
....el
E�i�U
�.pH56059
08/09/2024
109-011
7
NOTES:
1. HIGH LEVEL SWITCH AND INTERLOCK 11TH
PUMP.
2. CO -LOCATE DISCHARGE WITH INFLUENT
LINE. REFER TO RA-STD-265 & RA-STD-269.
3. MATCH SEWER ELEVATION 9- TO 9-.
NOTE 1 o
1 4 t 3 Y 2
12
U
2 3 Y4
H
a
w
0
cn
O
O
I
co

1
-1 I I -III -III -III -III -I 1I-
I IIIJII IIIJIIJII��
3" SR11
2
3'-0" MIN.
5
ART SYSTEM CONNECTION
ELEVATION VIEW
1
3
EVAPORATION LAGOON
CONNECT TO
INFUSER NOZZLE
61PIROS1623 3/6/2024 4:31:01 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GENERAL\RA-STD-295.DWG
XT
�.p �16059
08/09/2024