310049_Application Attachment - Digester Drawings_20241029

DU LIN COUNTY, NORTH CAROLINA
ADDRESS
227 GURMAN POWELL RD, KENANSVILLE
CIVIL ENGINEER
MCCLU RE
2001 W. BROADWAY LEGEND:
COLUMBIA MO 65203 RW — = RAINWATER
573-814-1568
GAS = GAS LINE
— LS = LIFT STATION
PIG PATCH
FARM
= UNDERGROUND TELEPHONE EDWARD FINISHING FARM
OHE— = OVERHEAD ELECTRICAL
HWY. 24 GURMPN
= STORM DRAIN
WTL— = WATER TRANSFER LINE -10 Al0%
S'
GO = GRAVITY OVERFLOW 70, OAVCAX
�O
PL = PROPERTY LINESHEET INDEX
O
= SET BACK LIMITATIONS H�)'
RA270-00-27023-1 - COVER & SHEET INDEX z4
RA270-00-27023-2 -AREA 1000 NEW DIGESTER GRADING 1.500 = OCCUPIED RESIDENCES SET BACK
RA270-00-27023-3 - AREA 1000 DFL FARM 1 & 2 SITE LAYOUT 2.500 = CHURCH &SCHOOL SET BACK
N o
RA270-00-27023-4 -AREA 1000 NEW DIGESTER LAYOUT
— — — — — = DIGESTER OPTIONS TRUE NORTH pQ
RA270-00-27023-5 - AREA 1000 HYDRAULIC PROFILE - COUNTY MAP FDpq��R
® EXISTING POWER POLE O, z
RA270-00-27023-6 -AREA 1000 EROSION CONTROL o
00
� = CONCRETE BARRIER
p
Detail
Drawing Control Index
Drawing
DWG Description
= EXISTING SEWER MODIFICATION
p
Sys.
Sys. Description
RA-STD-251
Typical Lagoon Operating levels
General Drawings
RA-STD-253
Anchor Trench Installation
= DATA FROM FISH & WILDLIFE
y
RA-STD-270
RA-STD-269
liner Penetration Installation
Forced Sewer
NATIONAL WETLANDS
_
o�
S-1
Digester Influent
RA-STD-280
Lift Station Pump Piping
= 1 00'WET WELL SET BACK
RA-STD-285
Precast Lift Station
VICINITY MAP
RA-STD-263
Floating Pump Discharge
S-2
Digester Effluent
RA-STD-295
RA-STD-262
ART System Connection
Wet Well Installation
N
S-3
Wet Well
RA-STD-274
Wet Well Level Indicator
RA-STD-256
Rainwater Removal Suction Pipe
TRUE NORTH
S-4
Cover/Rain Water
RA-STD-271.
Rainwater Removal Pump
LEGEND:
S-5
Mixing
RA-STD-289
RA-STD-266
Typical Lagoon Mixing System
Power Flush
S-6
Power Flush
RA-STD-282
Wet Well Power Flush
—
— DUPLIN COUNTY
S-7
Sludge Removal
RA-STD-264
irrigation Suction
S-8
Digester Vent
RA-STD-255
Lagoon Vent Ports
RA-STD-261
Biogas Draw -Off
S-9
GCS Interface
RA-STD-267
Off -Spec Connection
RA-STD-288
Condensate Return
CAR
/ I`
= Q �' l V
S{L
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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. R
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-27024 ED DAIL 1.000 1.200 108802.77 Sq. Ft. 9695.94 Cu. Yd. 9512.54 Cu. Yd. 183.39 Cu. Yd.<Cut>
Totals 108802.77 Sq. Ft. 9695.94 Cu. Yd. 9512.54 Cu. Yd. 183.39 Cu. Yd.<Cut>
CHAMILTON 7/2/2024 12:45:08 PM R:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27024 EDWARD DAIL AFO PERMIT.DWG
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♦ P` o (S-9) RA-STD-261, (S-9) RA-STD-267
co
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PROPOSED METER DROP
- 0-
PROPOSED GAS LINE
AREA 1000 PIG PATCH & EDWARD DAIL FINISHING
PRODUCTION INFORMATION CITY
AVG AN N UAL AN I MAL POPU LATION 8982
ESTIMATED RNG I NJ DTH/YR 11830
ANIMAL TYPE GF
BARN OPERATION TYPE Flush
SYSTEMS
SYSTEM OPTION SELECTED QTY
EXISTING BARN EFFLUENT GRAVITY SEWER 9
27523 SW 1 DIGESTER INFLUENT LI FT STATI ON 2
S-2 DIGESTER EFFLUENT GRAVITY OVERFLOW 1
II S-3 WET WELL YES 1
S-4 COVER/RAIN WATER REMOVAL YES 1
(S-1) RA-STD-285
� I
S-5 POWER FLUSH YES 2
PIG PATCH S-6 SLUDGE REMOVAL
1 SEWER INFLUENT LINE
MODIFICATION NEEDED. S-7 EMERGENCY VENT YES 3
� TT
S-8 BIOGAS INTERFACE YES 1
_ DIGESTER
o°oo a PARAMETER VALUE UNITS
LENGTH 360 FT
WIDTH 185 FT
TOP OF DIKE ELEVATION 94.3 FT
DEPTH 12 FT
BOTTOM ELEVATION 82.3 FT
DIKE WIDTH 12 FT
INTERIOR SLOPE 3:1
EXTERIOR SLOPE 4:1
OPERATING HEIGHT 10 FT
-PL ► PL PL plow
a OPERATING ELEVATION 92.3 FT
P PL
PL PL
L LOW DIGESTER OPERATING HEIGHT N/A FT
_
LOW DIGESTER OPERATING ELEVATION N/A FT
OPERATING VOLUME 3424353 GAL
�o TOTAL VOLUME 4372615 GAL
° CUT 10824 CY
FILL 10824 CY
NET 1 0 1 CY
RIPE
SERVICE SIZE SPECIFICATION CITY UNITS
BARN EFFLUENT (GRAVITY) 12" PL01 550 N/A
EXISTING BARN EFFLUENT (FORCED) N/A N/A N/A N/A
LIFT STATION OVERFLOW 12" HP01 100 FT
DIGESTER INFLUENT (FORCED) 611 HP01 2750 FT
DIGESTER INFLUENT (FORCED) 811 HP01 850 FT
DIGESTER INFLUENT CLEANOUT X11 N/A N/A EA
DIGESTER EFFLUENT (FORCED) 611 HP01 3250 FT
WATER TRANSFER WET WELL. LATERAL X" HP01 TBD FT
DIGESTER EFFLUENT (GRAVITY) 12" HP01 450 FT
WET WELL LATERAL 121f HP01 50 FT
COVER WATER SUCTION 4It HP01 300 FT
COVER WATER DISCHARGE 411 HP01 265 FT
POWER FLUSH 6" HP01 100 FT
N SLUDGE REMOVAL. 1211 HP01 150 FT
MIXING SUCTION 8" HP01 50 FT
TRUE NORTH MIXING DISCHARGE 6" HP01 373 FT
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MILLIMETERS:
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=±0.01oROESL
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MONARCH B I 0 E N E G RY
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ISSUED FOR GROWERS MEETING
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ISSUED FOR REVIEW
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REV
#
DATE
REVISION DESCRIPTION
DRWN
BY
CHK'D
BY
APP'D
BY
FRACTIONS:
MACHINED PARTS =±1/64
INCHES:
X =+ 020
THIS DOCUMENT,
THAT IS
ALONG
THE PROPERTY
WITH ITS DESIGNS, KNOW-HOW AND DRAWINGS, CONTAINS CONFIDENTIAL AND PROPRIETARY
OF ROESLEIN & ASSOCIATES INC. AND ROESLEIN ALTERNATIVE ENERGY LLC AND IS PROTECTED
INFORMATION
UNDER STATE
!'�• �`
AND FEDERAL LAW, INCLUDING 18 USC SECTION 1836 AND 17 USC SECTION 101 et seq. ROESLEIN & ASSOCIATES, INC. AND ROESLEIN
ALTERNATIVE INCLUDING L
LLC RESERVES ALL PATENT, COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO TAID
HOLE LOCATIONS ON =±1/32
WELDED ASSEMBLIES
.XX =±.010
.XXX =±,005
PIG PATCH &EDWARD DAIL FARMS
ENGINEERS •MANUFACTURERS •CONSTRUCTORS
I N .• .
RIIGHTSNT,
DESIGN, MANUFACTURING, REPRODUCTION, USE, AND SALES RIGHTS THERETO, EXCEPT TOT E EXTENT SGY,
ARE EXPRESSLY
GRANTED TO OTHERS. THIS DOCUMENT MUST NOT OR DISCLOSED, IN WHOLE IN PART, WITHOUT THE EXPRESS
LINEAR DIMENSIONS ON -
-±1/16
XXXX=±.0002
DWG �/ G
SHEET
REV
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, INC.DUPLICATED
,
& ASSOCIATES, IAND AUTHORIZED
WRITTEN PERMISSION OF ENT OTHER REIN ALTERNATIVE ENERGY, LLC. ANY USE OF THE INFORMATION
IN THIS PIENT FOR THE PURPOSE L WHICH IE
T HAS BEEN
STRUCTURAL WELD
ANGLEMENTS
ANGLES =±1
ANGLES =±,05*
NEW DIGESTER LAYOUT
1111,tft��`
INC. AEND ROESLEIN ALSS
PROVIDEDCONTAIDIS STRICTLY PROHIBITED. UPON HE REQUEST OF O ROESLEIN & ASSOCIATES, ERNAT VR ENERGY, LLC
,
RA2 7 0 0 0 2 7 0 2 3
OF
E
DO NOT SCALE
PRINT
10/24/2024
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
N O .
T
HARY STEWART 9/17/2024 2:19:22 PM C:\VAULT\PROJECTS\MONARCH BIO ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27023.DWG

HAMILTON 7/2/2024 12:45:25 PM
PIG PATCH FARM
100 100
TO EDWARD
DAIL FARM
90
90
$0
TOB: 76.50
80
LIFT STATION
(SEE DETAIL)
FF:80.30 FF:80.30
FF:76.30 FF:76.30
EXISTING
LAGOON FB:75.50
RIM: 76.80
(27523) -TOP OF TEMP STORAGE: 74.80
WATER TRANSFER -
FROM EDWARD
DAIL LAGOON
70
_
70
EXISTING SOTTO ESTOP PUMP: 68.10
HEADER 66.30
BOTTOM: 62.10
60
60
110 EDWARD DAIL FARM llo
100
:1
70
FF:86.00
FF:86.00
FF:86.00
FF:86.00
FF:86.00
FF:86.00
FF:86.00
FF:86.00
FF:85.00
FF:85.00
FF:85.00
FF:85.00
FF:85.00
FF:85.00
FF:85.00
FF:85.00
EXISTING
HEADER
NOTE:
INVERTS OF EXISTING GRAVITY PIPING ARE
APPROXIMATED BASED ON BEST AVAILABLE
SURVEY INFORMATION.
(SEE DETAIL)
BOTTOM:
75.50
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
R:\200599\06-DRAWINGS\CIVIL\AlK\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27024 EDWARD DAIL AFO PERMIT.DWG
M: 85.50
FROM PIG
PATCH FARMS
1 100
TOB: 94.30 HDPE COVER LEVEL CONTROL
MIXING STATION RIM: 94.80 �kQL_L_
WET WELL
RIM: 94.80 icC� n=rAII
(SEE DETAIL)--' PROPOSED vL_ I /-%IL-
OUTLET:
DIGESTER 92.30 (LC-2)
OL: 92.30
rlINV:89.55--� 1\
FLOATING PUMP 90
BOTTOM: INV:91.80 INV:89.30 LEVEL
86.80 CONTROL TOB: 84.50
PIPE (LC-1) INV: 89.30
/ 0.5%MIN. C� IEVE�
EXISTING
BOTTOM: plP NTRo/ L„G o FB: 83.50 TOP OF
PUM P RETURN: BOTTOM: 82.30 86.90 0.25%"2, (27524) /~STORM: 83.50
84.30 - LTOP OF TEMP
INV: 82.00 STORAGE: 82.80 80
rSHWT.- 60
\� BOTTOM:73.50
WATER TRANSFER TO
PIG PATCH LAGOON (27523)
70
III
McCLURE TM
making lives better
2001 W. BROADWAY, COLUMBIA MO 65203
573-814-1568
NC CERTIFICATE OF AUTHORITY C-4628
I HEREBY CERTIFY THAT THIS
ENGINEERING DOCUMENT WAS
PREPARED BY ME OR UNDER MY
DIRECT PERSONAL SUPERVISION
= a z
AND THAT I AM A DULY LICENSED
w Z o
PROFESSIONAL ENGINEER UNDER
THE LAWS OF THE STATE OF
NORTH CAROLINA
W
o J N -
W
N_
MY LICENSE NUMBER IS
#056059
10/24/2024
REV DRWN CHK'D APP'1
# DATE REVISION DESCRIPTION BY BY BY BY
THIS DOCUMENT, ALONG WITH ITS DESIGNS, KNOW-HOW AND DRAWINGS, CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION
THAT'S 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
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. AND ROESLEIN ALTERNATIVE ENERGY, 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
SCALE
SIZE
AS SHOWN
E
MILLIMETERS:
x
=±0.10
DIMENSION TOLERANCE
xxx
(UNLESS OTHERWISE
=±0.010
SPECIFIED)
ANGLES
=±0.5°
FRACTIONS:
INCHES:
MACHINED PARTS =±1/64
HOLE LOCATIONS ON _+
X
XX
=±.020
=+.010
_1/32
WELDED ASSEMBLIES
XXX
_
=±,005
LINEAR DIMENSIONS ON =±1/16
xxxx
=±.0002
STRUCTURAL WELDMENTS
ANGLES
=±.05°
ANGLES =±1°
DO NOT SCALE
PRINT
MONARCH BIOENERGY
REGISTER, NORTH CAROLINA
AREA 1000
PIG PATCH & EDWARD DAIL FARMS
HYDRAULIC PROFILE
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG. SHEET REV
NO. RA270- 00-27024 20F3 A

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
GEOTEXTILE
FABRICFILTER
SECTION . .
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.
GROUND
5.
WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT
TRENCH
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
DETAIL-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,
##
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
�E�E�E 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"
GRAVEL LAYER
2.5:1 MAX
6' MAXI.
3 DETAIL -TEMPORARY ROCK CHECK
#### N.T.S.
CHAMILTON
7/2/2024 12:45:48 PM R:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27024 EDWARD DAIL AFO PERMIT.DWG

TOP OF BERM
HIGH PUMP OPERATING HEIGHT
0
N l
1
12" WET WELL LATERAL
DIGESTER OPERATING LEVELS
m
II[GANTIlIl►TAI?i
WET WELL LATERAL
CENTER OF PIPE
TOP OF SLUDGE
BOTTOM OF LAGOON
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
056059
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ninTP--
80-MIL HDPE
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
,,,,,,,NI►FAIR,,,,.,
X\ .l.Nc..c....�
056059
00
10/24/2024
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
DIGESTER 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
= V156059
rn=
10/24/2024

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
EE-
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
oni
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
m
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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NnTF.q-
SSPIROS1623
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
_
6" w
ry
IY
O
_
U
z
Q
LL
O
11
w
0
0
- - - - - - - - ' 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 8" 1
8 MACHINE BOLT HP01 3/4" x 3" 8
9 BUTTERFLY VALVE BUF05 811 1
10 22.5 ELBOW HP01 411 1
lr1Jl////� 1�_ 3 24FEB24 ADDED NOTE 10, REVISED BOLT SIZE CBE SJS CBE KPL SCALE slzEE MILLIMETERS:
``���.`N�N•..,•„R �x 2 28JUN23 UPDATED BILL OF MATERIALS CBE SJS KPL CD DIMENSION TOLERANCE x =±0.5 ROESLEIN & ASSOCIATES, INC.
1 25MAY23 ISSUED FOR CONSTRUCTION CBE SJS KPL CD xx =±0.10
O QQ- � 0 03APR23 ISSUED FOR CONSTRUCTION CBE SJS KPL CD (UNLESS OTHERWISE ANGLES
=±0.010 RN G PIPING STANDARD
Z � l `'' SPECIFIED ANGLES =±0.5° RO E S L E 11�T
REV DATE REVISION DESCRIPTION BY DRWN CHK'D APP'D TM
S L = # BY BY BY FRACTIONS: INCHES: AREA OOO
056059 �n THIS DOCUMENT, ALONG WITH ITS DESIGNS, KNOW-HOW AND DRAWINGS, CONTAINS CONFIDENTIAL AND PROPRIETARY MACHINED PARTS =±1/64
0 INFORMATION THAT IS THE PROPERTY OF ROESLEIN & ASSOCIATES, INC. AND IS PROTECTED UNDER STATE AND FEDERAL LAW, =±.020
�� �� INCLUDING 18 USC SECTION 1838 AND 17 USC SECTION 101 et seq. ROESLEIN &ASSOCIATES, INC. RESERVES ALL PATIENT, HOLE LOCATIONS ON .X _
-+ 010
� �? �`�� COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO THIS DOCUMENT, INCLUDING ALL DESIGN, MANUFACTURING, REPRODUCTION, WELDED ASSEMBLIES-+-1/32 _XXX =±.005 BIOGAS DRAW -OFF --
i' "'I ~,•Y.G 1 N �`[d•*f ;!�` MUSTOT BE DUPLICATED OR DISCLOSED, IN WHOLE OR IN ART,USE, AND SALES RIGHTS THERETO, EXCEPT TO THE EXTENT SAID RWITHOUT THE EXPRESS WRITTEN IGHTS ARE EXPRESSLY DPERM PERMISSION OFTO OTHERS. IROESLE N &T LINEAR DIMENSIONS ON TS =±1/16 .XXXX=±.0002 ENGINEERS MANUFACTURERS CONSTRUCTORS
r '''�/��••••••••••`(�� `` FOROTHIATES, INC.. ANY USE OF THE E EXPRESS PURPOSE FOR WHICH IT ATION HAS B ENNTAINED IN PROVIDED ISIS STRICTLYPROHENT ITHER BITED. TEDTUPON THE REQUEHAN BY THE ST OF ROES EIZED IENT IN & STRUCTURAL WELD EN ANGLES -±1/ ANGLES =±.05° SHEET REV
INSTALLATION DETAILS DWG. RA-STD-261-1 1 1 3
ASSOCIATES, INC., THE HOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY RETURN OR DESTROY THIS DOCUMENT AND ALL OF
COPIES THEREOF IN ITS POSSESSION. D O NOT S CAL E PRINT N O . 1 Oi ©2019 ROESLEIN &ASSOCIATES, INC.

NnTF.q-
OPERATING WATER LEVEL
r
1
3
NOTE 2
Ala ------
NOTE 1
1
GRAVITY TRANSFER WATER WET WELL INSTALLATION DETAIL
ELEVATION VIEW
m
�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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NnTF.q-
r
19
E
18 20 11
1 14 17
15
16
m ----- 13
0,:":":w
10) (7
FLOATING PUMP DISCHARGE INSTALLATION
PLAN VIEW
NOTE 4
7
FLOATING PUMP DISCHARGE INSTALLATION
ELEVATION VIEW
IE
co
w
O
z
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.
/
c
JJ
F1
In
W LLI IL
L
r
NOTE 5
HDPE SDR 11 WATER MANAGEMENT PIPING
It NOTE 2
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
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O O O O
Oo0o0o0oC`r I I i t i t
Li LL
f000000�roo��
FLOATING PUMP DISCHARGE INSTALLATION
18) �20) (11
14 17 15
19 16
9
m 13 7
U
NOTE 1 0 0 0 0
5 4 3 2 21-�
22
M
W
H
O
z
7
3
FLOATING PUMP DISCHARGE INSTALLATION
1
7
HDPE SDR 11 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.
SSPIROS1623 3/7/2024 10:46:57 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-263-3.DWG
056059
ICI C/ �y.w..N• , !\ `��
10/24/2024

AIf1TrC%.
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 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
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
056059
10/

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
0r,11111111///
````I CAR I/j�SCALE SIZE � E MILLIMETERS:
♦O♦�x\f`FESN% 1 28JUN23 UPDATED BILL OF MATERIALS CBE SJS KPL MDC DIMENSION TOLERANCE :xx =±O:10
ifi'J� 0 08JUN23 ISSUED FOR CONSTRUCTION CBE SJS KPL MDC (UNLESS OTHERWISE xxx=±a.o10
' SPECIFIED) ANGLES =±0.5°
REV DRWN CHWD APPD
— SL # DATE REVISION DESCRIPTION BY gy gy gy FRACTIONS:
_ INCHES:
THIS DOCUMENT, — 056059 0= INFORMATION THAT IS HE PROPERTY OF ROESLEIN & ASSOCIATESG WITH ITS DESIGNS, KNOW-HOW AND , INC. AND rIS PROTECTED UNDER STATE ANDNS CONFIDENTIAL AND FEDERALLAW, ETARY
MACHINED PARTS =±1/64
INCLUDING 18 USC SECTION 1836 AND 17 USC SECTION 101 et seq. ROESLEIN & ASSOCIATES, INC. RESERVES ALL PATIENT, HOLE LOCATIONS ON .X =±.020
COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO THIS DOCUMENT, INCLUDING ALL DESIGN, MANUFACTURING, REPRODUCTION, WELDED ASSEMBLIES =±1/32 .XX =±,010
�I y(� �y •� Q� ♦♦ USE, AND SALES RIGHTS THERETO, EXCEPT TO THE EXTENT SAID RIGHTS ARE EXPRESSLY GRANTED TO OTHERS. THIS DOCUMENT � =±.005
s % . (i .• ♦
� � •• � N d `� ♦ MUST NOT BE DUPLICATED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN PERMISSION OF ROESLEIN & LINEAR DIMENSIONS ON =±1/16 .XXXX =± .0002
��I �������������{�(`vv �♦♦ ASSOCIATES, INC.. ANY USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT OTHER THAN BY THE AUTHORIZED RECIPIENT STRUCTURAL WELDMENTS ANGLES =±.05°
FOR THE EXPRESS ASSOCIATES, INC. THE HOLDER OF THIE FOR S DOCUMENT AGREES TO IMMEDIATELY RETUH IT HAS BEEN PROVIDED IS STRICTLY RN OR DESTROY THIS DOCUMENT AND ALTED. UPON THE REQUEST OF ROESLEIN & ANGLES/�=±1 °
COPIESTHEREOFINITS POSSESSION. DO NOT SCALE PAINT
10/24/2024 ©2019 R0 SLEIN & ASSOCIATES, INC. J R
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
FLOATING COVER
1
HIGH PUMP
1
3
I LOW PUMP
LOW LAGOON
OFF -SPEC LAGOON TIE IN
ELEVATION VIEW
0
2
1
NOTE 2
1
2
U\
V MIN
1
5
v
NOTE 3
0:Q:
n. ff":
3
w
I-
O
z
TOP OF BERM/GRADE
NOTE 4
q/RI
`♦O♦�� �FESN%��
— S _
SCALE
slzE E
MILLIMETERS:
Xx =+a 5o
xxx =±0.010
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
CHK'D
BY
APP'D
BY
FRACTIONS:
INCHES:
INFORMATION IS IORMATION S DOCUMENT, ALONGDRAWINGS,
NICONFIDENTIALNS THE PROPERTY OF ROESLEIN & SOCIAS,NC. ANDS PROTECTEPROPRIETARY D U DER STATE ANDFEDERAL 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
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
COPIES THEREOF IN ITS POSSESSION.
©2019ROESLEIN&ASSOCIATES,INC.
—-056059 �=
�
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% . �i .' ♦
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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 10/
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°
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
:":ffol©
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
1
DIGESTER FORCED SEWER
ELEVATION VIEW
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
056059
I N �•f'��,�.���•
ICI C/ �y.w..N• , !\ `��
10/

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.
EXISTING LINER
6" 3'-0" 6"
WELD ALL AROUND EDGE
THICK
H D P E PLATE
SKIRT, 6'-0" X 4'-0" SAME d
MATERIAL AS LINER
I
I BENTONITE SEAL EXTRUSION WELD
MINIMUM 6" THICK
AROUND THE FULL
5'-0" X 3'-0" HDPE PLATE DIAMETER OF THE
THICK I PIPE AND EXTEND
THE FULL WIDTH
OF TRENCH
WELD ENTIRE SEAM
3' MIN. (NOTE 1)
I
I
PIPE
0
I
I
EXISTING LINER
I �
I
95% COMPACTION
(NOTE 2)
III
III III
I
I
Cfl
WELD'2" PLATE TO SKIRT EXISTING LINER PENETRATION DETAIL
AROUND PERIMETER
PENETRATION REPAIR PATCH
SCALE JSIIE MILLIMETERS:
p AS SHOWN E
''�CA'SO�/����i� DIMENSION TOLERANCE XX _±050
ROESLEIN & ASSOCIATES, INC.
FESs/ ',% ,
=�tQQ�� !�q�•t�i� i 0 07DEC23 ISSUED FOR CONSTRUCTION CBE SJS KPL CD (UNLESS OTHERWISE XXX=±O.o10
SPECIFIED) ANGLES =±0.5° RNG PIPING STANDARD R�ESLEIN
REV DATE REVISION DESCRIPTION BY DRWN CHK'D APP'D m J
SEAL # BY BY BY FRACTIONS: INCHES: AREAOOO /
- — THIS DOCUMENT, ALONG WITH ITS DESIGNS, KNOW-HOW AND DRAWINGS, CONTAINS CONFIDENTIAL AND PROPRIETARY =±1/64 --�
056059 S MACHINED PARTS
• • �� 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 e[ seq. ROESLEIN &ASSOCIATES, INC. RESERVES ALL PATIENT, HOLE LOCATIONS ON -±1 /32 .XX =±.010 LINER PENETRATION
^' < !� •? COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO THIS DOCUMENT, INCLUDING ALL DESIGN, MANUFACTURING, REPRODUCTION, WELDED ASSEMBLIES XXX _
� �C•• ••G• I •N��:[d`'`) ����`` MUST NOT BE DUPLICATED OR DISTHERETO,
CEOSEDTIN WHOLE ORTOTHE NN PART,RIGHTS
WITHO TARE
THE EXPRESS WRA TEN PERMISSION OFTHIS
ROESLE NDOCUMENT
LINEAR DIMENSIONS ON =±1/16 .XXXX=±.0002 ENGINEERS •MANUFACTURERS *CONSTRUCTORS
ASSOCIATES,
EXPRESS PURPOSE FOR WHICHRMATION IT HAS BEEN NTAINED IN PROVIDED ISIS TRIICTLYIPROHIIBENT I{ ED. UPON ER THANBY
REQUESSTRIZED OF ROESLEINN& STRUCTURAL WELDMENTS ANGLES -±1° ANGLES =±.05° SHEET REV
INSTALLATION DETAILS DWG. RA -STD -270 1 1 0
ASSOCIATES, INC., THE HOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY RETURN OR DESTROY THIS DOCUMENT AND ALL OF
COPIES THEREOF IN ITS ASSOCIATES,
DO NOT SCALE PRINT NO.
SSPIROS1623 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 ©2019ROESLEIN &ASSOCIATES, INC.

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.
`` ��11CA//// ��
0NANX,....••...R /''
♦♦ FES
REV DATE REVISION DESCRIPTION
#
-056059 0= NFIS DOCUMENT, ALONG WITH ITS DESIGNS, KNOW-HOW AND ORMATION THAT S THE PROPERTY OF ROESLEIN & ASSOCIATES,
INCLUDING 18 USC SECTION PRI AND 17 USC SECTION 101 C seq. T,
j �1, � �? �♦� COPYRGHTAND OTHER PROPRIETARY RIGHTS TO THIS DOCUMENT,
• .• Q� ♦♦ USE, AND SALES RIGHTS THERETO, EXCEPT TO THE EXTENT SAID RIGHTS
�I �•. �i .' ♦
� � •• � N d `� ♦ MUST NOT BE DUPLICATED OR DISCLOSED, IN WHOLE OR IN PART,
ASSOCIATES, INC.. ANY USE OF THE INFORMATION CONTAINED IN THIS
WHICH PURPOSE FOR IT HAS BEEN PROVIDED IS
FOR THE ASSOCIATES, INC.,THEHOLDEROFTHSDOCUMENTAGREEESTOIMMEDIATEYPREOUIBITED.
COPIESTHEREOFINITS POSSESSION.
10/24/2024 ©2011 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
BY DRWN CHK'D APP'D
By By By
UNDER TATE AND IFEDERAL LAW, ETARY
INC. RESERVES ALL PATIENT,
MANUFACTURING, REPRODUCTION,
GRANTED TO OTHERS. THIS DOCUMENT
WRITTEN PERMISSION OF ROESLEIN &
THAN BY THE AUTHORIZED RECIPIENT
UPON THE REQUEST OF ROESLEIN
HISDOCUMENTTANDAL&
SCALE
SIZE E
MILLIMETERS:
X =±0.5
.Xx =±0.10
ANGLES=±0.510
ROESLEIN & ASSOCIATES, INC.
RN G PIPING STANDARD
AREA 1000
RAINWATER REMOVAL PUMP
PIPING DETAILS
DIMENSION TOLERANCE
(UNLESS OTHERWISE
SPECIFIED
FRACTIONS:
MACHINED PARTS =±1/64
HOLE LOCATIONS ON =±1132
WELDED ASSEMBLIES
LINEAR DIMENSIONS ON
_±�/� g
STRUCTURAL WELDMENTS
ANGLES =±1°
INCHES:
_
.XX =±.010
.XXX =±.005
±
.XXXX = .0002
ANGLES =±.05°
NS CONFIDENTIAL
INC. AND nIS PIRG ECTED
IN & ASSOCIATES,
INCLUDING
INCLUDING ALL DESIGN,
ARE EXPRESSLY
WITHOUT THE EXPRESS
DOCUMENT OTHER
STRICTLY
RNORDESSTROY
DO NOT SCALE
PAINT
R
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
056059
FAQ
10i

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.
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-056059
REV
#
DATE
REVISION DESCRIPTION
BY
DRWN
BY
CHK'D
BY
APP'L
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,
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INCLUDING 18 USC SECTION 1836 AND 17 USC SECTION 101 et seq. ROESLEIN & ASSOCIATES, INC. RESERVES ALL PATIENT,
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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 &
EXPRESS
ASSOCIATES,` FOR THE OF THE INFORMATION DOCUMENT OTHER RECIPIENT ASSOCIATES,INCTHEHOLDEROFTHIST DOCUMEAGREEESTOIMMEDIATELYPURPOSE FOR WHICH IT HAS BEEN PROVIDED IS STRICTLY ORETUIRNORDESTROYTHISSDOCUMENTTAND
ALL
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
m
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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NOTES:
z
NOTE 2
N
0,:":":m
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
NOTE 1
I
EDGE OF BERM
NOTE 4
z
N
vl-
POWER FLUSH
PLAN VIEW
FLOATING COVER
WET WELL POWER FLUSH
ELEVATION VIEW
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`J / �iy2'Ii
056059
LAGOON SLOPED WALL
1
3
NOTE 3
. 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.
HIGH PUMP
LOW PUMP
LOW LAGOON
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limill",
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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
[-Y
QT
PRECAST LIFT STATION
ELEVATION VIEW
FINISH GRADE
1" CLR (TYP)
6vl N
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)
m
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
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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
IE
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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