310042_Application Attachment - Digester Drawings_20241029

DU LIN COUNTY, NORTH CAROLINA
ADDRESS
338 FARRIOR SCHOOL RD, KENANSVILLE
LEGEND:
CIVIL ENGINEER - RW — = RAINWATER
MCCLU RE GAS — = GAS LINE
2001 W. BROADWAY LS = LIFT STATION c,URMp,N
PO��`` RD
COLUMBIA MO 65203 HWY24
573-814-1568 — T — - UNDERGROUND TELEPHONE
a
oM G�'`PP��FL
OHE— = OVERHEAD ELECTRICAL GEORGE GARNER OpF3SpN
S FARM N
SHEET INDEX 1 sT - = STORM DRAIN SGHOO\_
RA270-00-27026-1 - COVER & SHEET INDEX — WTL = WATER TRANSFER LINE =
RA270-00-27026-2 -NEW DIGESTER GRADING — GO — = GRAVITY OVERFLOW
RA270-00-27026-3 - AREA 1000 GEORGE GARNER FARM SITE LAYOUT PL . = PROPERTY LINE z�
RA270-00-27026-4 -AREA 1000 NEW DIGESTER LAYOUT
RA270-00-27026-5 -AREA 1000 HYDRAULIC PROFILE — — — — = SET BACK LIMITATIONS Oo�/
RA270-00-27026-6 -AREA 1000 EROSION CONTROL 1.500 = OCCUPIED RESIDENCES SET BACK
N--------- �'�o
2.500 = CHURCH &SCHOOL SET BACK TRUE NORTH Pq�� Fp'
COUNTY MAP Oq/4
— — — — — = DIGESTER OPTIONS
® = EXISTING POWER POLE
= CONCRETE BARRIER
= EXISTING SEWER MODIFICATION
= DATA FROM FISH & WILDLIFE
NATIONAL WETLANDS
VICINITY MAP
= 100' WET WELL SET BACK
N
TRUE NORTH
LEGEND:
= DUPLIN COUNTY
Detail
Drawing Control Index
Sys.
Sys. Description
Drawing
DWG Description
General Drawings
RA-STD-251
Typical Lagoon Operating Levels
RA-STD-253
Anchor Trench Installation
RA-STD-270
Liner Penetration Installation
S-1
Digester Influent
RA-STD-269
Forced Sewer
RA-STD-280
Lift Station Pump Piping
RA-STD-285
Precast Lift Station
S-2
Digester Effluent
RA-STD-263
Floating Pump Discharge
RA-STD-295
ART System Connection
S-3
Wet Well
RA-STD-262
Wet Well Installation
RA-STD-274
Wet Well Level Indicator
S-4
Cover/Rain Water
RA-STD-256
Rainwater Removal Suction Pipe
RA-STD-271
Rainwater Removal Pump
RA-STD-277
Rain Water Outlet Detail
S-5
Power Flush
RA-STD-266
Power Flush
RA-STD-282
Wet Well Power Flush
S-6
Sludge Removal
RA-STD-264
Irrigation Suction
S-7
Emergency Vent
RA-STD-255
Lagoon Vent Ports
S-8
Biogas Interface
RA-STD-261
Biogas Draw -Off
RA-STD-267
Off -Spec Connection
RA-STD-288
Condensate Return
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CA R/.b 1VW
Is�AL =
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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.
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FARM
PRODUCTION INFORMATION CITY
AVG ANNUAL ANIMAL POPULATION 5580
ESTIMATED RNG INJ DTH/YR 7313
AN I MAL TYPE GF
BARN OPERATION TYPE Flush/Pit
SYSTEMS
SYSTEM OPTION SELECTED CITY
EXISTING BARN EFFLUENT GRAVITY SEWER 9
S-1 DIGESTER INFLUENT LIFT STATION 1
S-2 DIGESTER EFFLUENT FORCED WATER TRANSFER 1
S-3 WET WELL YES 1
S-4 COVER/RAIN WATER REMOVAL YES 1
S-5 POWER FLUSH YES 1
S-6 SLUDGE REMOVAL YES 1
S-7 EMERGENCY VENT YES 2
S-8 BIOGAS INTERFACE YES 1
DIGESTER
PARAMETER VALUE UNITS
LENGTH 329 FT
WI DTH 289 FT
TOP OF DIKE ELEVATION 112.75 FT
DEPTH 12 FT
BOTTOM ELEVATION 100.75 FT
DIKE WIDTH 12 FT
INTERIOR SLOPE 3:1
S c EXTERIOR SLOPE 4:1
P� OPERATING HEIGHT 10 FT
OPERATING ELEVATION 110.75 FT
LOW DIGESTER OPERATING HEIGHT N/A FT
LOW DIGESTER OPERATING ELEVATION N/A FT
OPERATING VOLUME 5322332 GAL
e�- TOTAL VO LU ME 6689426 GAL
CUT 0 CY
FI LL 0 CY
NET 0 CY
PIPE
SERVICE SIZE SPECIFICATION CITY UNITS
BARN EFFLUENT (GRAVITY) 1211
PVC 400 N/A
EXISTING BARN EFFLUENT (FORCED) N/A N/A N/A N/A
LIFT STATION OVERFLOW 1211 HP01 50 FT
DIGESTER INFLUENT (FORCED) 611 HP02 800 FT
DIGESTER INFLUENT (FORCED) X11 PL01 X FT
DIGESTER INFLUENT CLEANOUT X11 PL01 N/A EA
DIGESTER EFFLUENT (FORCED) 611 HP02 600 FT
WATER TRANSFER WET WELL LATERAL X11 HP01 N/A FT
DIGESTER EFFLUENT (GRAVITY) 1211 HP01 N/A FT
WET WELL LATERAL 1211 HP01 50 FT
COVER WATER SUCTION 311 HP01 300 FT
VMSP 1b COVER WATER DISCHARGE 311 HP02 265 FT
POWER FLUSH 611 HP02 100 FT
I 4- SLUDGE REMOVAL 12" HP02 150 FT
AREA 1000 GEORGE GARNER FARM 27026 LOCATION DETAIL
HARY STEWART 10/23/2024 4:53:46 PM C:\VAULT\PROJECTS\MONARCH BIO ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27026.DWG
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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 ROESLEIN ALTERNATIVE ENERGY, LLC AND IS PROTECTED UNDER STATE
HOLE LOCATIONS ON
.X =±.020
AND FEDERAL LAW INCLUDING 18 USC SECTION 1836 AND 17 USC SECTION 101 et seq. ROESLEIN & ASSOCIATES INC. AND ROESLEIN
_1/32
1
XX + 0 0
ALTERNATIVE ENERGY LLC RESERVES ALL PATENT COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO THIS DOCUMENT INCLUDING ALL
WELDED ASSEMBLIES
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DESIGN, MANUFACTURING, REPRODUCTION, USE, AND SALES RIGHTS THERETO, EXCEPT TO THE EXTENT SAID RIGHTS ARE EXPRESSLY
LINEAR DIMENSIONS ON
.XXX
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GRANTED TO OTHERS. THIS DOCUMENT MUST NOT BE DUPLICATED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS
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STRUCTURAL WELDMENTS
.XXXX
WRITTEN PERMISSION OF ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC. ANY USE OF THE INFORMATION
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
POSSESSION. ©2023 ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC
DO NOT SCALE
PRINT
MONARCH BIOENERGY
KENANSVILLE, NC
AREA 1000
GEORGE GARNER FARM
LOCATION DETAIL
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG. SHEET REV
NO. RA270-00-27026 4OF6 A

130 27026 - GEORGE GARNER 130
NOTE:
INVERTS OF EXISTING GRAVITY PIPING ARE
APPROXIMATED BASED ON BEST AVAILABLE
SURVEY INFORMATION.
ABBREVIATIONS:
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
AMILTON 10/4/2024 11:58:23 AM P:\200599\06-DRAWINGS\CIVIL\AlK\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27026 GEORGE GARNER AFO PERMIT.DWG

EXCAVATION SPECIFICATIONS
1. PROTECTION OF PERSONS AND PROPERTY
1 .1. THE CONTRACTOR SHALL PROTECT STRUCTURES FROM DAMAGE CAUSED BY SETTLEMENT,
LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY
EARTHWORK OPERATIONS.
1.2. ANY SETTLEMENT IN BACKFILL FILL OR IN STRUCTURES BUILT OVER THE BACKFILL OF FILL, WILL
BE CONSIDERED TO BE CAUSED BY IMPROPER COMPACTION METHODS AND SHALL BE
CORRECTED AT THE CONTRACTOR'S SOLE EXPENSE. ALSO, ANY STRUCTURES DAMAGED BY
SETTLEMENT SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR AT HIS
SOLE EXPENSE.
2. DEWATERING
2.1. PUMPING EQUIPMENT SHALL BE PROVIDED AND EMPLOYED TO PREVENT RAINFALL AND
SURFACE RUNOFF FROM ACCUMULATING OR FLOWING INTO EXCAVATIONS AND FROM
FLOODING THE PROJECT SITE AND SURROUNDING AREA. PROVIDE AND MAINTAIN PUMPS,
SUMPS, SUCTION AND DISCHARGE LINES, AND OTHER DEWATERING SYSTEM COMPONENTS
NECESSARY TO CONVEY WATER AWAY FROM THE EXCAVATIONS. THE DISPOSAL OF CONVEYED.
WATER SHALL BE DIVERTED IN SUCH A MANNER THAT NATURAL DRAINAGE OF THE AREA SHALL
NOT BE DISTURBED.
3. SOIL EROSION
3.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTION OF SOIL EROSION DURING
CONSTRUCTION TO THE MAXIMUM EXTENT POSSIBLE TO COMPLY WITH ALL APPLICABLE NORTH
CAROLINA SOIL EROSION LAWS AND REGULATIONS. THE CONTRACTOR WILL ERECT EROSION
CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN, PRIOR
TO COMMENCING LAND DISTURBING ACTIVITY.
4. STRIPPING
4.1. ALL VEGETATION SUCH AS BRUSH, HEAVY SODS. HEAVY GROWTH OF GRASS, DECAYED
VEGETABLE MATTER, RUBBISH AND ANY OTHER UNSUITABLE MATERIAL WITHIN THE EXISTING
PROJECT SITE SHALL BE STRIPPED OR OTHERWISE REMOVED PRIOR TO THE PLACEMENT OF
EMBANKMENT.
5. EXCAVATION AND EMBANKMENT FOR SITE FEATURES
5.1. THE ROUGH EXCAVATION SHALL BE CARRIED TO THE NECESSARY DEPTH AS SHOWN ON THE
PLANS, TO THE LINES, GRADES AND ELEVATION SHOWN OR AS DIRECTED BY THE ENGINEER,
AND SHALL BE MADE SO THAT THE REQUIREMENTS FOR FORMATION OF EMBANKMENTS CAN
BE FOLLOWED. ON EMBANKMENT, THE DEPTH OF SUBGRADE DENSIFICATION SHALL BE AS
SHOWN ON THE PLANS. SHOULD THE CONTRACTOR, THROUGH NEGLIGENCE OR OTHER
FAULT, EXCAVATE BELOW THE DESIGNATED LINES, HE SHALL REPLACE THE EXCAVATION WITH
APPROVED MATERIALS, IN AN APPROVED MANNER AND CONDITION, AT HIS OWN EXPENSE.
CONTROL OVER THE EXCAVATION. MOVING, PLACING AND DISPOSITION OF ALL MATERIAL
AND SHALL DETERMINE THE SUITABILITY OF MATERIAL TO BE PLACED IN EMBANKMENTS. ALL
MATERIAL DETERMINED UNSUITABLE SHALL BE DISPOSED OF IN WASTE AREAS OR AS DIRECTED
AND SHALL BE REPLACED WITH SELECT MATERIALS DEEMED SUITABLE BY THE ENGINEER.
TOPSOIL SHALL NOT BE USED IN SUBGRADES BUT SHALL BE HANDLED AND PLACED AS
DIRECTED. SHOULD EXCESS MOISTURE BE ENCOUNTERED DURING EXCAVATION IN THE
CONSTRUCTION AREAS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM
ANY NECESSARY DEWATERING OF THE SITE IN ORDER TO PROVIDE A STABLE EXCAVATED AREA
FOR THE PLACEMENT OF EMBANKMENT. THE ENGINEER RESERVES THE RIGHT TO MAKE MINOR
ADJUSTMENTS OR REVISIONS IN LINES OR GRADES, IF FOUND NECESSARY. AS THE WORK
PROGRESSES DUE TO DISCREPANCIES IN THE PLANS OR TO OBTAIN SATISFACTORY
CONSTRUCTION.
5.2. STONES OR ROCK FRAGMENTS LARGER THAN 2" IN THE GREATEST DIMENSION WILL NOT BE
PERMITTED IN THE TOP 5" OF THE SUBGRADE.
6. FORMATION OF EMBANKMENTS
6.1. EMBANKMENTS SHALL BE FORMED OF SATISFACTORY MATERIALS PLACED IN SUCCESSIVE
HORIZONTAL LAYERS OF NOT MORE THAN 6" IN COMPACTED DEPTH FOR THE FULL WIDTH OF
THE CROSS SECTION. THE GRADING OPERATIONS SHALL BE CONDUCTED. AND THE VARIOUS
SOIL STRATA SHALL BE PLACED, TO PRODUCE A SOIL STRUCTURE AS SHOWN ON THE TYPICAL
CROSS SECTION OR AS DIRECTED. ALL MATERIALS ENTERING THE EMBANKMENT SHALL BE
REASONABLY FREE OF ORGANIC MATTER SUCH AS LEAVES, GRASS, ROOTS, AND ANY OTHER
OBJECTIONABLE MATERIAL.
6.2. OPERATIONS ON EARTHWORK SHALL BE SUSPENDED AT ANY TIME WHEN SATISFACTORY
RESULTS CANNOT BE OBTAINED BECAUSE OF RAIN, FREEZING WEATHER. OR OTHER
UNSATISFACTORY CONDITIONS IN THE FIELD. THE CONTRACTOR SHALL DRAG, BLADE OR
SLOPE THE EMBANKMENT TO PROVIDE PROPER SURFACE DRAINAGE AT ALL TIMES.
6.3. THE MATERIAL IN THE LAYERS SHALL BE OF PROPER MOISTURE CONTENT BEFORE ROLLING TO
OBTAIN THE PRESCRIBED COMPACTION. WETTING OR DRYING OF THE MATERIAL AND
MANIPULATION WHEN NECESSARY TO SECURE A UNIFORM MOISTURE CONTENT
THROUGHOUT THE LAYER SHALL BE REQUIRED. SHOULD THE MATERIAL BE TOO WET TO PERMIT
PROPER COMPACTION OR ROLLING, ALL WORK ON ALL PORTIONS OF THE EMBANKMENT THUS
AFFECTED SHALL BE DELAYED UNTIL THE MATERIAL HAS BEEN DRIED TO THE PROPER MOISTURE
CONTENT. SPRINKLING SHALL BE DONE WITH APPROVED EQUIPMENT THAT WILL SUFFICIENTLY
DISTRIBUTE THE WATER. SUFFICIENT EQUIPMENT TO FURNISH THE REQUIRED WATER SHALL BE
AVAILABLE AT ALL TIMES.
6.4. THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM
STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE. DURING CONSTRUCTION OF THE
EMBANKMENT, THE CONTRACTOR SHALL ROUTE HIS EQUIPMENT AT ALL TIMES, BOTH WHEN
LOADED AND WHEN EMPTY, OVER THE LAYERS AS THEY ARE PLACED AND SHALL DISTRIBUTE
THE TRAVEL EVENLY OVER THE ENTIRE WIDTH OF THE EMBANKMENT. CARE SHALL BE TAKEN.
HOWEVER, NOT TO OVERLOAD THE EMBANKMENT AREA WITH CONSTRUCTION EQUIPMENT.
6.5. IN THE CONSTRUCTION OF EMBANKMENTS, STARTING LAYERS SHALL BE PLACED IN THE
DEEPEST PORTION OF THE FILL; AS PLACEMENT PROGRESSES, LAYERS SHALL BE CONSTRUCTED
APPROXIMATELY PARALLEL TO THE FINISHED PAVEMENT GRADE LINE. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE STABILITY OF ALL EMBANKMENTS MADE UNDER THE CONTRACT AND
SHALL REPLACE ANY PORTION WHICH, IN THE OPINION OF THE ENGINEER. HAS BECOME
DISPLACED DUE TO CARELESSNESS OR NEGLIGENCE ON THE PART OF THE CONTRACTOR.
7. TESTING
7.1. THE OWNER WILL PROVIDE THE SERVICES OF AN INDEPENDENT SOILS TESTING FIRM FOR
PERFORMING TESTS AS ARE REQUIRED TO IDENTIFY MATERIALS, TO DETERMINE COMPACTION
CHARACTERISTICS,TO DETERMINE MOISTURE CONTENT, AND TO DETERMINE DENSITY OF FILL IN
PLACE. THESE TESTS PERFORMED WILL BE USED TO VERIFY THAT THE FILLS CONFORM TO THE
REQUIREMENTS OF THE SPECIFICATIONS.
TEMPORARY SEEDING CHART
SPECIES
PLANTING DATES
LBS/ACRE
CEREALS: RYE/WHEAT
8/15-12/30
120
MILLETS/SUDANGRASS
4/15-8/15
40
ANNUAL LESPEDEZA
12/1-4/15
50
1. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
2. APPLY 4,000 .B/ARE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
3. IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND
YEAR ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ARE 10-10-10
FERTILIZER, RESEED, REFERTILIZE, AND MULCH AREA IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE. IF SEEDING IN FALL, TOPDRESS
WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND
TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE
LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
PERMANENT SEEDING CHART
SPECIES
PLANTING DATES
LBS/ACRE
COMMON BERMUDAGRASS
4/1-7/15
10
MILLETS/SUDANGRASS
4/1-7/15
10
ANNUAL LESPEDEZA
4/1-7/15
30
1. APPLY LIME AND FERTILIZER ACCRODING TO SOIL TESTS, OR APPLY 3,000
LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 500 LB/ACRE 10-10-10
FERTILIZER.
2. APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER
SUITABLE MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, NETTING, OR
CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
3. REFERTILIZE THE FOLLOWINGN APRIL WITH 50 LB/ACRE OF NITROGEN. REPEAT
AS GROWTH REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT
APPEARANCE IS DESIRED, OMIT LESPEDEZA AND MOW AS OFTEN AS NEEDED.
STABILIZATION TIMEFRAME CHART
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PRIMETER DIKES, SWALES, DITCHES, SLOPES
7 DAYS
NONE
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES > 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES < 4:1
14 DAYS
NONE
POST
4'-0" MIN.
10' MIN.
FENCE
4" MIN. WIDTH
TRENCH & COMPACTED BACKFILL
v o
6" Min �o
v o
v v
GEOTEXTILE
FILTER FABRIC
SECTION A -A
ATE
TYPICAL SECTION
1.
A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC
WOOD POST (TYP)
NOTES:
WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE OR FROM A PUBLIC
STREET.
FENCE
1. MINIMUM LONGITUDINAL SPLICE
FABRIC
5' SPACING MAX
OVERLAP SHALL BE 2' WITH A
2.
STONE TO BE 2-3 INCH WASHED STONE (SURGE STONE)
POST AT EACH END. SECURE
FABRIC TO POSTS.
3.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
2. SUPPORT FENCE REQUIRED
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING
GROUND
z
WITH SILT FENCE AROUND
LINE
g z
DROP INLET OR WHEN USED
PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
ACROSS DITCH.
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY
Lo
3. INSTALL AROUND INLETS AND
MEASURES USED TO TRAP SEDIMENT.
ADDITIONAL CUT AREAS.
4.
ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC
STREETS MUST BE REMOVED IMMEDIATELY.
TRENCH
GROUND
5.
WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT
BOTTOM
LINE TRENCH
PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT
BOTTOM
SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH
DRAINS INTO AN APPROVED SEDIMENT BASIN.
GENERAL
NOTES:
6.
FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL.
1.
FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
('_�2DETAIL-CONSTRUCTION
ENTRANCE
2.
FILTER FABRIC SHALL BE MIRAFI 100 FABRIC OR EQUIVALENT.
BURLAP
CANNOT BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD MORE
27026
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
�OJ21N.T.S.
EROSION AND MAINTENANCE CONTROL SCHEDULE:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE
LESS THAN ONCE EVERY WEEK. ANY NECESSARY REPAIRS SHALL BE MADE
IMMEDIATELY TO MAINTAIN THE INTEGRITY OF ALL SUCH DEVICES.
2. ALL TEMPORARY/PERMANENT BASINS AND ROCK CHECK DAMS SHALL BE CLEANED OUT
AND RESTORED TO ORIGINAL VOLUME WHEN THE SEDIMENT ACCUMULATES TO
APPROXIMATELY ONE HALF OF THE DESIGN VOLUME. GRAVEL SHALL BE CLEANED OR
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS.
3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND AT THE INLET
PROTECTION SEDIMENT FENCE WHEN IT BECOMES APPROXIMATELY 6" DEEP AT THE
FENCE. THE SEDIMENT FENCE SHALL BE REPAIRED AS NECESSARY TO PRESERVE THE
INTEGRITY OF THE FENCE.
4. ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED AS NECESSARY TO
ESTABLISH A VIGOROUS, DENSE VEGETATIVE COVER. COIL FIBER ROLLS TO BE
CHECKED FOR INTEGRITY AND BE REPLACED OR REPAIRED AS NECESSARY AFTER
EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
ANY NECESSARY REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN THE INTEGRITY
OF ALL SUCH DEVICES.
CHANNEL GRADE
G
5' MIN
4" DIA. RIP RAP
2.5:1 MAX
1 FT THICK 1/2"-3/4"
GRAVELLAYER
2.5:1 MAX
& MAX.
3 DETAIL -TEMPORARY ROCK CHECK
7026) N.T.S.
AMILTON
10/4/2024 11:58:28 AM P:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27026 GEORGE GARNER AFO PERMIT.DWG

TOP OF BERM
HIGH PUMP OPERATING HEIGHT
12" WET WELL LATERAL
DIGESTER OPERATING LEVELS
ISSPIROS1623 8/28/2024 8:13:23 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-251-2.DWG
LOW PUMP
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N
WET WELL LATERAL
CENTER OF PIPE
TOP OF SLUDGE
BOTTOM OF LAGOON

i
IGESTER VENT PORT.
SEE RA-STD-255.
LOCATION FOR
REFERENCE ONLY.
RAINWATER REMOVAL
PUMP. SEE RA-ST[
DIGESTER VENT PORT. I
SEE RA-STD-255
PERIMETER PIPING.
SEE RA-STD-254
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
1
SLUDGE MANAGEMENT
ACCESS PORTS. SEE
RA-STD-258. LOCATION
FOR REFERENCE ONLY.
RAINWATER FLEXIBLE
HOSE. SEE RA-STD-293
RAINWAT
PIPES. SE
ACCESS LADDER.
CENTER BALLAST PIPING.
SEE RA-STD-259
SEE RA-STD-257
LATERAL BALLAST
PIPING. SEE
RA-STD-257
7777 7
1
BLACK, HDPE FLOATING COVER COVER INSTALLER TO SUBMIT LATERAL
BALLAST ATTACHMENT DETAILS TO
COVER IN THIS AREA FOR APPROVAL BY
ENGINEER
TYPICAL DIGESTER FLOATING COVER LAYOUT
PLAN VIEW
SPIROS1623 10/1/2024 9:44:13 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-252-2.DWG
Is,AL =
�56059 ern=
111111•-
10/28/202'

STEPS:
NOTES:
1. DIG ANCHOR TRENCH PER TECHNICAL
SPECIFICATIONS.
2. LAY LINER PER DRAWING AND FILL BOTTOM
6"-12" WITH DIRT AND COMPACT.
3. INSTALL COVER PER DRAWING AND COVER
WITH DIRT PER DIMENSIONS SHOWN IN
DRAWING AND COMPACT.
4. WEDGE WELD COVER AND LINER TOGETHER.
5. FOLD WELDED FLAP INTO ANCHOR TRENCH
AND FILL WITH REMAINING DIRT PER DRAWING.
USE J-HOOK TO HOLD DOWN IF NECESSARY.
6. COMPACT DIRT IN ANCHOR TRENCH.
HDPE FLOATING COVER
HDPE LINER
NOTE 3
HDPE FLOATING COVER
HDPE LINER
NOTE 3
1
SPIROS1623 9/10/2024 2:28:27 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-253-5.DWG
2'-011
COMPACT THE BOTTOM SOIL.
2'-011
Rl
NOTE 1 15
PERIMETER PIPING
co
NOTE 1
PERIMETER PIPING
ANCHOR TRENCH - STEP 1
ELEVATION VIEW
J-HOOK IF NEEDED. DO NOT
PIERCE WELDED PORTION.
Ili i�l
41-011
ANCHOR TRENCH - STEP 2
ELEVATION VIEW
V601519
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10/28/202 `
2" WEDGE WELD
NOTE 2
0
N
REV DATE REVISION DESCRIPTION D BKWN ` BYu v 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 ROESLEIN ALTERNATIVE ENERGY, LLC AND IS PROTECTED UNDER STATE
AND FEDERAL LAW, INCLUDING 16 USC SECTION 1636 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
E
MILLIMETERS:
DIMENSION TOLERANCE
X
=+0.5
XX
=±0.10
(UNLESS OTHERWISE
xxx
=±0.010
SPECIFIED)
ANGLES
=±0.51
FRACTIONS:
INCHES:
MACHINED PARTS =±1/64
HOLE LOCATIONS ON
=±1/32
X
XX
=±,020
—±.010
WELDED ASSEMBLIES
.xxx
=±.005
LINEAR DIMENSIONS ON =±1/16
XXxxx X
=±.0002
STRUCTURAL WELDMENTS
ANGLES
=±.05°
ANGLES =±1°
DO NOT SCALE
PRINT
1. PERIMETER PIPING. SEE RA-STD-254 FOR
DETAILS.
2. 6"-12" BACKFILL PER TECHNICAL
SPECIFICATIONS.
3. LINER SHALL BE 20-MIL LESS THAN COVER.
TOP OF BERM
(SLOPE AWAY FROM
FLOATING COVER)
TOP OF BERM
(SLOPE AWAY FROM
FLOATING COVER)
ROESLEIN & ASSOCIATES, INC.
RNG COVER STANDARD
AREA 1000
ANCHOR TRENCH
INSTALLATION DETAILS
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG.
SHEET REV
NO. RA -STD -253-5 1 OF 1 1

NOTES:
1. TWO EMERGENCY VENTS REQUIRED PER
DIGESTER EMERGENCY VENT PORT
ELEVATION VIEW
04
DIGESTER, ONE AT EACH END OF THE
DIGESTER FURTHEST FROM THE BARNS.
2. SEE DETAIL RA-STD-270-2 FOR LINER
PENETRATION DETAILS.
SPIROS1623 10/1/2024 9:45:49 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-255-2.DWG
V6059
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10/28/202 `

MALE CAMLOCKS
3" SDR 17
NOTE 2
C/\ I RUJI%JIV VVCLUCU I V /-1rR\JIV `IV\J I C J).
SEE DETAIL "C".
�/ 2
NOTE 4
10,
COVER
v w v v w v v v v v v v v v vv v v v
,DETAIL B: COVER ANCHOR STRAPS 2
BERM
00
RAINWATER REMOVAL SUCTION PIPE
PLAN VIEW
FEMALE
CAMLOCKS
APRON. SEE NOTE 3.
.•CAR
��`•00�`� oFEss i 'hr�ft
V059
2
APRON (NOTE
APRON. SEE NOTE 3.
N,
6'
U/'1LL/'1J I r I r CJ.
�L PUMP
42"
DISTANCE BETWEEN
STRAP WELDS = 24"
DETAIL C: FLEX HOSE ANCHOR STRAPS
STD�256-2
FLOATING COVER
rn\ir-:Q PUMP SUCTION PIPE
(Y SDR 17)
ING COVER
SSPIROS1623 9/10/2024 2:17:46 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-256-2.DWG
10/28/2024

NOTES:
1. BUTTERFLY VALVES SHALL BE INSTALLED IN
CONTINUES TO
EQUIPMENT INLET
AN
1 r\/r f"] Tr"1 I7r 1k IC-TA1 1 rr% MA r'j AI 1 rl
N
W
H
O
Z
BIOGAS DRAW -OFF
ELEVATION VIEW
DETAIL B: PERIMETER PIPING TEE
SECTION VIEW
THE OPEN POSITION AND TURNED CLOSED
AFTER INSTALLATION.
2. HEIGHT AND LENGTH DEPENDENT ON
EQUIPMENT LOCATION. SEE GENERAL
ARRANGEMENTS FOR LOCATIONS.
3. DRAW -OFF CONNECTION VARIES. SEE
A PROJECT -SPECIFIC DRAWINGS FOR
1152 CONNECTION COMPONENTS.
4. TEE SIZE DEPENDENT ON PERIMETER
O COVER. APRON TO BE SAME
CKNESS AS COVER MATERIAL.
PERIMETER PIPING
,,N,►�A,.,,"
R
��`•00�`� oFESS i r2'.
_ �'�
ISM6059
=
DETAIL A: BIOGAS DRAW -OFF
PLAN VIEW
3
PIPING. FOR 6" PERIMETER PIPING, USE
STRAIGHT 6" TEE. FOR 8" PERIMETER
PIPING, USE 8"x6" REDUCING TEE.
WELD 24"x24" BEVELLED EDGE
12" THICK SHEET STOCK TO APRON
SPIROS1623 9/3/2024 11:32:30 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-261-4.DWG
10/28/2024

NOTES:
1. SEE RA-STD-253 FOR ANCHOR TRENCH
4 Cl All
GRAVITY TRANSFER WATER WET WELL INSTALLATION DETAIL
ELEVATION VIEW
i
INSTALLATION DETAILS.
2. FOR PLASTIC LINED LAGOONS, SEE
RA-STD-270 FOR LINER PENETRATION
DETAILS.
3. SEE RA-STD-272 FOR WET WELL HOUSING
AND PIPING DETAILS.
4. SEE RA-STD-285-3 FOR PRECAST WET WELL
DETAILS.
5. SEE RA-STD-274-2 FOR WET WELL LEVEL
INDICATOR DETAILS.
6. ELBOW NOT TO BE WELDED, STAINLESS
STEEL SCREWS TO BE USED TO KEEP IN
PLACE.
V601519
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SPIROS1623 8/29/2024 12:59:26 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-262-3.DWG 10/28/2024

3
y 1
3
FLOATING PUMP DISCHARGE INSTALLATION
PLAN VIEW
17
18
20
21 16
15 7 2 12 2
14 7-7
o �o 0 0
5 4 3 2 22 3 4 5
A23
SSPIROS1623 10/1/2024 9:47:00 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-263-2.DWG
1
�� 5 4 �3 �13,
7
FLOATING PUMP DISCHARGE INSTALLATION
1
cM
W
H
O
z
.• R
`�Q� OFESS
's V6059 D
4/
r
10/28/2024
7
1
NOTES:
1. ATTACH TO FLOATING PUMP ASSEMBLY.
2. VARIES, SEE ALIGNMENT DRAWINGS.
3. DEPTH AS REQUIRED BY PIPING ALIGNMENT
DRAWINGS.

NOTES:
13 12 1
6
z
0
-1 2 3 4 5
14 *C8
NEW/EXISTING SEWER LINE
HDPE STRI
5'-011
7
FLOATING COVER
10' MAX - NOTE 1
co
w
I—
O 11
TOP OF BERM z r-f z 2
10
10
NOTE 10
NOTE 2
SSPIROS1623 10/1/2024 9:55:14 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-265-2.DWG
NOTE 7
NEW SEWER LINE (NOTE 4)
GRAVITY SEWER
ELEVATION VIEW
iDPE STRAP
LIVI I I I ILLL L-1 L.;ALLAST = : SAL V V
=_�,'s _n 6059 ern=
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10/28/2024
1
1Di w
I-_
O
z
OPERATING WATER LEVEL
1 2 1 23AUG24 I REVISED PER COMMENTS I SJS IMWKI JJK
R#V DATE REVISION DESCRIPTION IU YN `BYD A 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 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
E
oil
2
1. REFERENCE DIMENSION. REFER TO FARM
OPERATOR FOR EXACT LOCATION.
2. SEE DRAWING RA-STD-253 FOR ANCHOR
TRENCH DETAILS.
3. FOR PLASTIC LINED DIGESTERS, SEE
RA-STD-270 FOR LINER PENETRATION
DETAILS. FOR CLAY LINED DIGESTERS,
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. FOR CLAY LINED DIGESTERS, SEE
RA-STD-284 FOR EARTH ANCHOR
INSTALLATION DETAILS. FOR PLASTIC LINED
DIGESTERS, SEE DETAIL "A".
8. VARIES. SEE PIPING ALIGNMENT DRAWINGS
FOR PIPE SIZES.
9. BALLAST PIPE TO HAVE SAME SIZE AS
SEWER PIPE. HDPE STRAP WELDED TO
BALLAST PIPE AND SEWER PIPE.
10. COVER CONTRACTOR TO SUPPLY
MANUFACTURED BOOT.
o
BILL OF MATERIALS
TAG
DESCRIPTION
SPEC
SIZE
QTY
1
150# RF FS BLIND FLANGE WITH A 1" FNPT HOLE IN CENTER OF THE FLANGE
CS02
8"
1
2
FLANGE ADAPTER
HP01
8"
1
3
BACKUP RING
HP01
8"
1
4
GASKET
HP01
8"
1
5
STUD BOLTS
HP01
3/4" x 43/4
8
6
PIPE, SDR 17
HP01
8"
10,
NOTE 8
7
WYE, HDPE IPS SDR 17, REDUCING 45 DEGREE LATERAL
HP01
12" x 12" x 8"
1
NOTE 8
8
GASKETED REPAIR COUPLER, PVC
SPECIAL
1211
1
NOTE 8
9
ADAPTER, PVC GJ SCH 40 x SPIG SDR 35 ADAPTER
SPECIAL
1211
1
NOTE 8
NOTE 8
10
PIPE
22.50 ELBOW
HP01
1211
20'
11
HP01
1211
2
12
PIPE NIPPLE
BALL VALVE - BAT02
CS02
1"
-
13
CS02
1"
1
14
PVCxHDPE TRANSITION COUPLING
HP01
1211
1
SCALE
E
MILLIMETERS.
.x
DIMENSION TOLERANCE
.xx
=±0.5
±a.10
(UNLESS OTHERWISE
xxx
=±0.010
SPECIFIED)
ANGLES
=±0.5°
FRACTIONS:
INCHES:
MACHINED PARTS =±1/64
HOLE LOCATIONS ON
=±1/32
X
=±.020
=±.010
WELDED ASSEMBLIES
.xx
.xx
005
LINEAR DIMENSIONS ON
=±1/16
.XXXX
120
=±.0002
STRUCTURAL WELDMENTS
ANGLES
=±.05°
ANGLES =±1°
DO NOT SCALE
PRINT
ROESLEIN & ASSOCIATES, INC.
RNG PIPING STANDARD
AREA 1000
GRAVITY SEWER
INSTALLATION DETAILS
ROESLEI N.
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG.
G . SHEET REV
NO. RA-STD-265-2 1 OF 2

NOTES:
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 DIGESTERS, SEE
RA-STD-270 FOR LINER PENETRATION
DETAILS. FOR CLAY LINED DIGESTERS,
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.
_- I IIIII I
SEWER CLEANOUT I IIIII
IIIII I
IIIII I
IIIII I
IIIII I
IIIII I
IIIII I
IIIII I
NOTE 1 IIIII
NOTE I IIIII
IIIII I
POWER FLUSH
PLAN VIEW
2 3 4 5
6
FLOATING COVER
NOTE 1
0
t
N
TOP OF BERM
------�- HIGH PUMP
I I
NOTE 3
1
1
z 3
N LOW PUMP
SEWER LINE LOW LAGOON
7 1
NOTE 5
NOTE 4
POWER FLUSH
ELEVATION VIEW
BILL OF MATERIALS
TAG DESCRIPTION SPEC SIZE QTY
1 PIPE HP02 1211 60'
2 FLANGE ADAPTER HP02 1211 1
3 BACKUP RING HP02 1211 1
4 GASKET HP02 1211 1
5 STUD BOLTS W/ NUTS HP02 3/4" x 6" LG 12
6 BLIND FLANGE HP02 1211 1
7 22.5° ELBOW HP02 12" 1
SCALE slzE MILLIMETERS:
cAR'' E X _±0.5 ROESLEIN & ASSOCIATES INC. �7
SS i DIMENSION TOLERANCE
OFE �'� 0 09AUG24 ISSUED FOR CONSTRUCTION SJS MWK JJK (UNLESS OTHERWISE .X�XX=±o.o1Lo
_° Q� SPECIFIED) ANGLES =±0.5° RNG PIPING STANDARD ROESLEI N
REV DRWN CHWD APP'D
IS� = # DATE REVISION DESCRIPTION By By By FRACTIONS: INCHES:
i h6059 ��^^ THIS DOCUMENT, ALONG WITH ITS DESIGNS, KNOW-HOW AND DRAWINGS, CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION MACHINED PARTS =±1/64 AREA 1000 --
• V THAT IS THE PROPERTY OF ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC AND IS PROTECTED UNDER STATE X =±.020
AND FEDERAL LAW, INCLUDING 18 USC SECTION 1836 AND 17 USC SECTION 101 et seq . ROESLEIN & ASSOCIATES, INC. AND ROESLEIN HOLE LOCATIONS ON _
_±1132 .XX =±.010 ALTERNATIVE ENERGY, LLC RESERVES ALL PATENT, COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO THIS DOCUMENT, INCLUDING ALL WELDED ASSEMBLIES POWER FLUSH
DESIGN, MANUFACTURING, REPRODUCTION, USE, AND SALES RIGHTS THERETO, EXCEPT TO THE EXTENT SAID RIGHTS ARE EXPRESSLY .XXX =±.005 ENGINEERS • MANUFACTURERS • CONSTRUCTORS
G ` ��� 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
N �/�� STRUCTURAL WELDMENTS �j� C •�����• \�\!� �� WRITTEN PERMISSION OF ROESLEIN &ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC. ANY USE OF THE INFORMATION ANGLES =±.Q5° SHEET REV
CONTAPROVIDED IS STRICTLY
NED IN THIS PROHIBITED. UPON HE REQUEST OF ROESLEIN CUMENT OTHER THAN BY THE AUTHORIZED I & ASSOCIATES, NCPIENT FOR THE RAND ROESLEESS IN ALL ERNATIVE ENERGY, LLC D O NOT SCALE PRINT R WHICH IT HAS BEEN ANGLES =±1 °DWG.
NO .I INSTALLATION TA L LAT I 0 N DETAILS D W G RA STD 2 6 6 2 1 OF 1 0 I iI110%``THE HOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY RETURN OR DESTROY THIS DOCUMENT AND ALL COPIES THEREOF IN ITS I� I
SSPIROS1623 10/1/2024 9:55:48 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-266-2.DWG 10/28/2024 POSSESSION.©2023 ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC

NOTES:
FLOATING COVER
E
HIGH PUMP
1
3
I LOW PUMP
2
I LOW LAGOON
OFF -SPEC LAGOON TIE IN
ELEVATION VIEW
LAGOON
PERIMETER PIPING -/
SSPIROS1623 8/26/2024 3:13:08 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-267-2.DWG
1
5
NOTE 3
M
U\
V MIN
6 X 7 � 8
1;
.19
NOTE 2
1
OFF -SPEC LAGOON TIE IN
PLAN VIEW
3
4.
w
O
z
TOP OF BERM/GRADE
rjv J' G REV UKWN GHK'U APP1
V6059
=#DATE REVISION DESCRIPTION BYBYBY
�^^ THIS DOCUMENT, ALONG WITH ITS DESIGNS, KNOW-HOW AND DRAWINGS, CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION
• D= THAT IS THE PROPERTY OF ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC AND IS PROTECTED UNDER STATE
ANDFEDELLAW,��� AL ERNATIIVVE ENERGY, LLCI NG RESERVES SECTON ALL PIA ENT, COPYRIGHTCAND OTOHER PROPRIETARYLEIN RIGHTS TO THIS DOCUMENT, INCLUDING ALL
C ��� 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
0.WRITTEN PERMISSION OF ROESLEIN & ASSOCIATES, INC AND ROESLEIN ALTERNATIVE ENERGY, LLC. ANY USE OF THE INFORMATION
L••1V•``` CONTPROVDIED ISTHCDOCUMETLY NT OTHER ED.UPONT BREQUESTOFRO SRECIIN PIENTFOR
A ESENCRANDRO SLOESNFO WHIC I EHAS
BEEN
LLC
THE HOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY RETURN OR DESTROY THIS DOCUMENT AND ALL COPIES THEREOF IN ITS
1 0/28/20; POSSESSION. ©2023 ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC
NOTE 4
SCALE
SIZE
E
MILLIMETERS:
DIMENSION TOLERANCE
x
-±0.5
xx
=±a.10
(UNLESS OTHERWISE
.xxx
=±o.oio
SPECIFIED)
ANGLES
=±0.5°
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
=±.0002ANGLES
STRUCTURAL WELDMENTS
=±.05°
ANGLES =±1°
DO NOT SCALE
PRINT
1
NOTE 4
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
THE OPEN POSITION AND TURNED CLOSED
AFTER INSTALLATION.
4. SEE PIPING ALIGNMENT DRAWINGS FOR
OFF -SPEC PIPE SIZE.
BILL OF MATERIALS
TAG
DESCRIPTION
PIPE
TEE
SPEC
SIZE
QTY
20'
1
1
HP01
HP01
6"
2
6"
3
REDUCER, ECCENTRIC
HP01
6" x X"
1
4
5
9 ELBO
BUTTERFLY VALVE
FLANGE ADAPTER
HPO
6"
6"
5
1
2
BUF05
6
HP01
6"
7
BACKUP RING
HP01
6"
2
8
MACHINE BOLT
HP01
3/4"x2j2°
16
ROESLEIN & ASSOCIATES, INC.
RNG PIPING STANDARD
AREA 1000
OFF -SPEC CONNECTION
INSTALLATION DETAILS
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG.
G . SHEET REV
NO. RA -STD -267-2 1 OF 1 1

NOTES:
HIGH PUMP
OPERATING HEIGHT
LOW PUMP
HDPE STRi
m
w
H
O
z
TOP OF BERM
5 OPX
NOTE 6
.01
5'-011
0
FLOATING COVER
1
3
NOTE 8
NOTE 2
SSPIROS1623 10/1/2024 9:57:40 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-269.DWG
NOTE 5
NOTE 1
LAGOON FORCED SEWER
ELEVATION VIEW
-IDPE STRAP
VVL—IVI I I I IL_LL—L., L.�ALLAST _ • • _
- i
S6059
i
111111•'
10/28/202
7
C^
1. SEE DRAWING RA-STD-253 FOR ANCHOR
TRENCH DETAILS.
2. FOR PLASTIC LINED DIGESTERS, SEE
RA-STD-270 FOR LINER PENETRATION
DETAILS. FOR CLAY LINED DIGESTERS,
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. DEPTH AS REQUIRED BY PIPING ALIGNMENT
DRAWINGS.
NOTE 11
,,
5 4 3 2 10
1
1 2 1 23AUG24 I REVISED PER COMMENTS I SJS IMWKI JJK
R;EV DATE REVISION DESCRIPTION U WN `BYD A 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 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
2
2
SCALE
SIZE
E
MILLIMETERS:
X
DIMENSION TOLERANCE
qxx
=±0.5
=±a.10
(UNLESS OTHERWISE
XXX
=±0.010
SPECIFIED)
ANGLES
=±0.5°
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
5. COVER CONTRACTOR TO SUPPLY
MANUFACTURED BOOT.
6. FOR CLAY LINED DIGESTERS, SEE
RA-STD-284 FOR EARTH ANCHOR
INSTALLATION DETAILS. FOR PLASTIC LINED
DIGESTERS, SEE DETAIL "A".
7. BALLAST PIPE TO HAVE SAME SIZE AS
SEWER PIPE. HDPE STRAP WELDED TO
BALLAST PIPE AND SEWER PIPE.
8. ADD RUB SHEET TO COVER.
9. TOP OF PIPE MUST BE 12" BELOW THE LOW
LAGOON LEVEL.
10. SIZE VARIES. SEE PIPE ALIGNMENT
DRAWINGS FOR PIPE SPECS.
11. SEE DRAWING RA-STD-287-2 FOR VALVE BOX
INSTALLATION DETAILS.
It
w
O
z
BILL OF MATERIALS
TAG
DESCRIPTION
SPEC
SIZE
QTY
1
1
BLIND FLANGE
HP01
NOTE 10
2
FLANGE ADAPTER
HP01
NOTE 10
1
3
BACKUP RING
GASKET
HP01
NOTE 10
1
4
HP01
NOTE 10
1
5
STUD BOLTS
HP01
NOTE 10
8
6
PIPE, HDPE
HP01
NOTE 10
30'
7
WYE, HDPE IPS, REDUCING 45 DEGREE LATERAL
HP01
NOTE 10
1
8
22.5° ELBOW
PIPE NIPPLE
BALL VALVE - BAT02
HP01
HP01
NOTE 10
1"
2
1
1
9
10
HP01
1"
ROESLEIN & ASSOCIATES, INC.
RNG PIPING STANDARD
AREA 1000
DIGESTER FORCED SEWER
INSTALLATION DETAILS
ROESLEI N.
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG.
G . SHEET REV
NO. RA -STD -269 1 OF 2

NOTES:
1. ALL BACKFILL IN PIPE TRENCHES SHALL BE
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
I IAICn
LINER PENETRATION DETAIL
V601519
A ern=
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IROS1623 8/29/2024 1:31:41 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-270-2.DWG 10/28/2024

NOTES:
0
;it
GRAD
8 DISCHARGE
L------L
TO DISCHARGE
NOTE 4
TE 2, 3
- INSTALLED BY UNDERGROUND
PIPING CONTRACTOR
6D
4D
RAINWATER REMOVAL PUMP
ELEVATION VIEW
RAINWATER REMOVAL PUMP
PLAN VIEW
,O```%" CAR''' .
o FESS /
_ ��
ISE =
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. SEE ALIGNMENT DRAWINGS AND
RA-STD-277.
5. SEE RA-STD-293 FOR RAINWATER FLEX
HOSE ASSEMBLY DETAILS.
6. BUTTERFLY VALVES SHALL BE INSTALLED IN
THE OPEN POSITION AND TURNED CLOSED
AFTER INSTALLATION.
BILL OF MATERIALS
DESCRIPTION
BALL VALVE - BAT02 - CL 800 FNPT
SPIROS1623 8/23/2024 9:36:05 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-271-3.DWG
nnn•-
10/28/2024

ELEVATION VIEW
NOTES:
1. PIPE SIZES MAY VARY PER TRANSFER PUMP,
SEE PIPING ALIGNMENT DRAWINGS FOR
SIZES.
2. SEE RA-STD-285-2 FOR PRECAST TRANSFER
PUMP FABRICATION DETAILS.
3. RAILING OR GRATING IS REQUIRED 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. SEE RA-STD-274-2 FOR WET WELL LEVEL
INDICATOR DETAILS.
SPIROS1623 10/1/2024 9:58:15 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-272-3.DWG
V601519
A ern=
111111•-
10/28/2024

NOTES:
1. INSTALL AT TOP OF BERM GRADE.
2. FASTEN TO SIDE OF WET WELL USING
GALVANIZED PIPE HANGER STRAPS.
FRONT VIEW
V601519
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SPIROS1623 8/26/2024 12:09:16 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-274-2.DWG 10/28/202'

2
SPIROS1623 8/26/2024 9:52:35 AM
N
W
H
O
z
K
1
2
S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-275-1.DWG
1
TRANSFER WATER DISCHARGE
ELEVATION VIEW
N
NOTE 3
2
DISCHARGE PII
Is�AL =
_n �56059 ern=
111111•'
10/28/2024
2'-0"
1
3
1 2 1 16AUG23 I REVISED NOTES AND SPLASH PAD I CBE I SJS I AGB I MDC
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.
A
STD-275
EVAPORATION
LAGOON
FOR CLAY LINED LAGOONS,
SEE DETAIL "A".
2
NOTES:
1. SIZE AND SPEC VARIES. SEE PIPING
ALIGNMENT DRAWINGS.
2. DEPTH AS REQUIRED BY PIPING ALIGNMENT
DRAWINGS.
2
3. FOR PLASTIC LINED LAGOONS, SEE
RA-STD-270. FOR CLAY LINED LAGOONS,
.1 ni nil
A DETAIL A: SPLASH PAD
STD-275
SCALE
SIZE
E
MILLIMETERS:
DIMENSION TOLERANCE
x
.xx
=±0.5
±a.10
(UNLESS OTHERWISE
xxx
=±0.010
SPECIFIED)
ANGLES
=±0.5°
FRACTIONS:
INCHES:
MACHINED PARTS =±1/64
HOLE LOCATIONS ON
=±1/32
X
XX
=±.020
=±.010
WELDED ASSEMBLIES
=±.005
LINEAR DIMENSIONS ON
=±1/16
XXXX
=±.0002
STRUCTURAL WELDMENTS
ANGLES
=±.05°
ANGLES =±1°
DO NOT SCALE
PRINT
ADHERE TO NOTE 4.
4. 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.
ROESLEIN & ASSOCIATES, INC.
RNG PIPING STANDARD
AREA 1000
TRANSFER WATER DISCHARGE
INSTALLATION DETAILS
2
BILL OF MATERIALS
TAG DESCRIPTION SPEC SIZE
1 1 PIPE, HDPE
HP01 I NOTE 1
QTY
10,
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG.
G . SHEET REV
NO. RA -STD -275-1 1 OF 1 2

NOTES:
NOTES:
SPIROS1623 7/9/2024 12:53:30 PM
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.
= V601519
Ar,s ern=
1111��•'
10/28/202
Ed
REV DATE REVISION DESCRIPTION U BYN ` By
A 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 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
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
=±0.010
SPECIFIED)
ANGLES
=±0.51
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 +
'IT").
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 0

SSPIROS1623 9/10/2024 2:43:55 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-280-3.DWG
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1111111-
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REV
DATE REVISION DESCRIPTION urc YN I` BYU IA 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 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. 02023 ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC
SCALE
SIZE
E
MILLIMETERS:
DIMENSION TOLERANCE
X
—±0.5
—10
(UNLESS OTHERWISE
.xxxx
=±0.010
SPECIFIED)
ANGLES
=±0.5°
FRACTIONS:
INCHES:
MACHINED PARTS =±1/64
HOLE LOCATIONS ON
X
=±.020
WELDED ASSEMBLIES =±1/32
.XX
=±.010
=±.0002005
LINEAR DIMENSIONS ON
=±1/16
xxxx
=±.
STRUCTURAL WELDMENTS
ANGLES
=±.05°
ANGLES =±1°
DO NOT SCALE
PRINT
1
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.
8. SEE ALIGNMENT DRAWINGS FOR CASES
WHEN BYPASS IS ROUTED TO OPEN
LAGOON AND 12" GRAVITY OVERFLOW NOT
TO BE INSTALLED.
1
FLOATS
1 ALARM HIGH WATER
2 PUMP OFF
3 LEAD PUMP ON
4 LAG PUMP ON
BILL OF MATERIALS - NOTE 1
TAG
DESCRIPTION
SPEC
SIZE
QTY
1
ELASTOMERIC COUPLER
HP01
6"
1
2
PIPE
HP01
6"
50'
3
ELBOW, 45°
HP01
6"
6
4
TEE
HP01
6"
1
5
WYE
HP01
6"x6"x6"
3
6
WYE
HP01
12"x12"x6"
1
7
ELBOW, 45°
CS02
6"
2
8
PIPE NIPPLE
CS02
6"x12" LG
6
9
FLANGE, THREADED
CS02
6"
8
10
GATE VALVE - GAF05
HP01
6"
4
11
CHECK VALVE
HP01
6"
2
12
FLANGE ADAPTER
HP01
6"
7
13
BACKUP RING
HP01
6"
7
14
GASKET
HP01
6"
7
15
STUD BOLTS
HP01
34"x4/4"
24
16
STUD BOLTS
HP01
341lx4"
112
17
SEWAGE COMBO AIR RELEASE
CS02
2"
2
18
PIPE NIPPLE
CS02
2"x4" LG
4
19
WELD-O-LET
CS02
611x2"
2
20
BLIND FLANGE
REDUCING BUSHING
PIPE NIPPLE
CS02
6"
1
21
CS02
2"x1"
2
22
CS02
1"
3
23
BALL VALVE - BAT02
CS02
1"
3
24
PLUG
CS02
1"
3
25
PIPE SUPPORT
-
-
2
26
TEE
HP01
2"
2
27
CONCRETE PRECAST PAD
-
18"x18"x6"
2
ROESLEIN & ASSOCIATES, INC.
RNG PIPING STANDARD ROESLEIN.
AREA 1000
.. ..
LIFT STATION PUMP
ENGINEERS •MANUFACTURERS •CONSTRUCTORS
PIPING DETAILS DWG, SHEET REV
NO. RA -STD -280-3 1 OF 1 1

NOTES:
d
4
d
TOP OF BERM
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
6 X 5 � 4 X 3
���
NOTE 1
TOP OF BERM
I I' I I I I
EDGE OF BERM
I I I I I I I
a
a
a
- a
I NOTE 4
NOTE 6
7
II
►E
0
1
POWER FLUSH
PLAN VIEW
FLOATING COVER
POWER FLUSH
ELEVATION VIEW
NOTE 5
i.
0
CV
I —,
1 \
3
LAGOON SLOPED WALL
OPERATING WATER LEVEL
1. MINIMUM OF 15' FROM EDGE OF THE COVER.
REFER TO FARM OPERATOR FOR EXACT
LOCATION.
2. 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-253 FOR ANCHOR TRENCH
DETAILS.
5. SEE RA-STD-270-2 FOR LINER PENETRATION
DETAILS.
6. ELBOW REQUIRED OF UNABLE TO BEND.
BILL OF MATERIALS
DESCRIPTION SPEC
SIZE
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NOTES:
2X31415X6
15'-0"
TOP OF BERM
2
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NOTE 2
�i
FLOATING COVER
50' MIN
BEND RADIUS
1
2�( NOTE 5
7
SLUDGE REMOVAL PIPE
ELEVATION VIEW
rR
ES
's V6059 D
ACE
4/
/
10/28/2024
1
NOTE 4
2
2'-0"
NOTE 1
CD
CV
1. PIPE SHALL BE WEIGHED DOWN TO
PREVENT FLOATING. WEIGHING METHOD
TO BE SUBMITTED BY CONTRACTOR AND
APPROVED BY ROESLEIN.
2. SEE DRAWING RA-STD-253 FOR ANCHOR
TRENCH DETAILS.
3. 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.
4. SEE RA-STD-270-2 FOR LINER PENETRATION
DETAILS.
5. ELBOW REQUIRED OF UNABLE TO BEND.
oil
OPERATING WATER LEVEL
2

NOTES:
6 � 5 � 4 1 3
2
NOTE 5
NOTE 4
3
1 0.5% SLOPE 1 7
3
1
NOTE 3
NOTE 6 \,, NOTE 1
FLOATING COVER
CONDENSATE RETURN INSTALLATION DETAILS
ELEVATION VIEW
is
1. FOR PLASTIC LINED DIGESTERS, SEE
RA-STD-270-2 FOR LINER PENETRATION
DETAILS. FOR CLAY LINED DIGESTERS,
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.
6. COVER CONTRACTOR TO SUPPLY
MANUFACTURED BOOT.
OPERATING LEVEL
LOW PUMP
LOW LAGOON
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