310672_Application Attachment - Digester System Drawings_20240816

DU LIN COUNTY, NORTH CAROLINA
ADDRESS
AUSTIN FARM 1 - 2205-A SOUTH NC 11 HWY, ROSE HILL � LEGEND:
RW = RAINWATER
GAS = GAS LINE \�
Z�z \
LS = LIFT STATION
h
T = UNDERGROUND TELEPHONE
CIVIL ENGINEER BROWNTOWN RN. Y SO
4
ROESLEIN &ASSOCIATES, —oHE— = OVERHEAD ELECTRICAL �
9200 WATSON ROAD SUITE 200_ST = STORM DRAIN
ST. LOUIS, MO 63126 m� ---
WTL— = WATER TRANSFER LINE � _ co 729-0055
Go I = GRAVITY OVERFLOW
PL = PROPERTY LINE
ELECTRICAL ENGINEER = SET BACK LIMITATIONS
1.500 = OCCUPIED RESIDENCES SET BACK -
ROESLEIN &ASSOCIATES, �
2.500 = CHURCH &SCHOOL SET BACK
9200 WATSON ROAD SUITE 200
ST. LOU IS, MO 63126 — — — — — = DIGESTER OPTIONS N
729-0055 G�S(314) = EXISTING POWER POLE RE AUSTIN FARM #1
O TRUE NORTH \
SHEET INDEX = CONCRETE BARRIER COUNTY MAP
AUSTIN FARM #2
RA270-00-27015-1 - COVER & SHEET INDEX = EXISTING SEWER MODIFICATION
RA270-00-27015-2 -NEW DIGESTER GRADING = DATA FROM FISH&
NATIONAL WETLANN WILDLIFEDS
RA270-00-27015-3 - AREA 1000 AUSTIN FARM #1 & #2 SITE LAYOUT
= 1 00'WET WELL SET BACK
RA270-00-27015-4 -AREA 1000 NEW DIGESTER LAYOUT
RA270-00-27015-5 -AREA 1000 HYDRAULIC PROFILE
RA270-00-27015-6 -AREA 1000 EROSION CONTROL VICINITY MAP
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
S-5
Mixing
RA-STD-289
Typical Lagoon Mixing System
S-6
Power Flush
RA-STD-266
Power Flush
RA-STD-282
Wet Well Power Flush
S-7
Sludge Removal
RA-STD-264
Irrigation Suction
S-8
Digester Vent
RA-STD-255
Lagoon Vent Ports
S-9
GCS Interface
RA-STD-261
Biogas Draw -Off
RA-STD-267
Off -Spec Connection
RA-STD-288
Condensate Return
�S L
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HARY STEWART 7/23/2024 8:54:53 AM C:\VAULT\PROJECTS\MONARCH B10 ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27015.DWG 08/14/2r^

/ D
EX BARN n V
pjF F :110.5
PITH 08.5
0
EX BARN
FF:110.5
PITH 08.5
L—� o
EX BARN
FF:110.5
0
PIT:108.5
i
� o 0
EX LAGOON
27515
GENERAL NOTES:
:i
1. THE QUANTITIES SHOWN ON THIS PLAN ARE BASED ON ENGINEER'S CALCULATIONS REQUIRED TO ACHIEVE THE
DESIRED GRADES.
2. VERIFY LOCATION OF ALL UTILITIES (BOTH ABOVE AND BELOW GROUND) PRIOR TO ANY EXCAVATION. CALL 811 PRIOR
TO ANY EXCAVATION ACTIVITIES.
3. EROSION PROTECTION SHALL BE INSTALLED AT INLET LOCATIONS.
4. TOPSOIL STRIPPED FROM THE LAGOON SITE SHALL BE STOCKPILED ON -SITE FOR COVERING THE OUTSIDE OF THE
BERMS.
5. EMBANKMENT MATERIALS SHALL BE FREE OF SOD, ROOTS, AND OTHER OBJECTIONALBLE MATERIALS.
6. ALL ELEVATIONS SHALL BE AT GRADE OR PLUS 0.1' OF DESIGN GRADE.
7. BERM FILL FOR THE PROPOSED LAGOON DIGESTER TO BE PLACED IN 6" LIFTS TO 95% OF STANDARD PROCTOR AT -1 %
TO +3% OF OPTIMUM MOISTURE.
8. EACH 6" LIFT SHALL BE TESTED FOR MOISTURE/DENSITY BY A QUALIFIED GEOTECHNICAL LABORATORY APPROVED BY
ENGINEER. A FAILING TEST REQUIRES REWORK OF AREA TO MEET SPECIFICATION.
9. THE INTERFACE SURFACE OF SUCCESSIVE LAYERS IS TO BE DISKED OR SCARIFIED PRIOR TO PLACEMENT OF
SUBSEQUENT LAYERS OF CLAY.
10. ALL INSIDE AND OUTSIDE CUTS/FILLS ARE 3:1 UNLESS OTHERWISE NOTED.
11. NO OFF -SITE MATERIAL MAY BE IMPORTED FOR LAGOON LINING UNLESS APPROVED BY THE ENGINEER.
12. LAGOON TO BE LINED WITH 60-MIL THICK HDPE SYNTHETIC LINER. THE INSIDE WALLS OF THE LAGOON SHALL BE
SMOOTH ROLLED PRIOR TO LINER INSTALLATION.
13. PROVIDE PROPER CONSTRUCTION AND WORKMANSHIP TO ENSURE NECESSARY SLOPES FOR DRAINAGE.
Cut/Fill Summary
Name Cut Factor Fill Factor 2d Area Cut Fill Net
QTY-27015 Austin 1.000 1.200 79627.96 Sq. Ft. 6472.75 Cu. Yd. 6306.97 Cu. Yd. 165.78 Cu. Yd.<Cut> N
Totals 79627.96 Sq. Ft. 6472.75 Cu. Yd. 6306.97 Cu. Yd. 165.78 Cu. Yd.<Cut>
80 40 0 80
SHASKAMP 6/17/2024 2:54:21 PM R:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27015 AUSTIN 1&2 AFO PERMIT.DWG
✓ � O
O
e D �
107.00
TOP OF BERM
0
6
95.00 V
\ FLOOR
NEW
o DIGESTER
V
a 260'
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a o o `} � 1
aT::�
__J�__ -W-W• rr-It z- - fr
EX LAGOC
27516

ICFEY3137
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OWNER
PROPERTY OWNER
- TEACHEY III
L L C A VIRGINIA
STALLINGS, MARGARET HALL _ LTD LIABILI
- PROPERTY
SET BACK LIMITATIONS
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PROPERTY OWNER
BAKER, CHARLES L.
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2500' SETBACK
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PROPERTY OWNER
CARR, JOHNNIE LEE, ETAL
ACK
PROPERTY OWNER
BARN H I LL, JAM ES K, J R &
WIFE BARNHILL, REGINA T.
Soo
PROPERTY OWNER
BRYANT, FULTON L, LE &
WIFE BRYANT, AUDREY R, LE
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7/23/2024 8:23:20 PM C:\VAULT\PROJECTS\MONARCH B10 ENERGY\REGISTER, NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27015.DWG
08/14/2024

r (S 1)
RA-STD-285•-
br AUSTIN
FARMS 1 x-
(S-1) d0l
RA-STD-280
k
allimp low
6 SEWER INFLUENT LINE
MODIFICATIONS NEEDED
LF
PAI
RA-STE
RECYCLE P U M Pam— LS -•� Ls = W�`— �`� VT`
i
WATER TRANSFER LINE
----- ---
EXISTING WELL
mr
41
ad F r
g
INWATER LINE
WATER TRANSFER LINE
LAGOON 17046
I
260' P---
- 107'
95' - RAINWATER LINE
= I
..... LS ...� LS LS #f
170' -
�� EXISTING POWER POLE
N _ TO BE RELOCATED
I — r L
N
\ I m�
WTLLS LS LS LS LS LS �� LS LS -
LS �-+..-� LS
JV$L� �hP`L�LC WILL � WTL� WTL� � WTL_ WTL_ WTL_ WTL_ WTL- WTL-
WTL
EXISTING POWER POLE
(S-5) TO BE RELOCATED
RA-STD-289
(S 4) RA-STD-271,
(S-9) RA-STD-261 &4%
JL
T
�y 5
;+ a
J
1 SEWER INFLUENT LINE
MODIFICATIONS NEEDED
a
I►Al
PRODUCTION INFORMATION
QTY
AVG ANNUAL ANIMAL POPULATION
7344
ESTIMATED RNG INJ DTH/YR
8664
ANIMALTYPE
Grow Finish
BARN OPERATION TYPE
Flush
SYSTEMS
SYSTEM
OPTION SELECTED
QTY
EXISTING BARN EFFLUENT
GRAVITY SEWER
7
S-1
DIGESTER INFLUENT
LIFT STATION
2
S-2
DIGESTER EFFLUENT
GRAVITY & FORCED WATER
TRANSFER
1 EACH
S-3
WET WELL
YES
2
S-4
COVER/RAIN WATER REMOVAL
YES
2
S-5
MIXING
YES
1
S-6
POWER FLUSH
YES
1
S-7
SLUDGE REMOVAL
YES
1
S-8
EMERGENCY VENT
YES
2
S-9
BIOGAS INTERFACE
YES
1
DIGESTER
PARAMETER
VALUE
UNITS
LENGTH
WIDTH
TOP OF DIKE ELEVATION
DEPTH
BOTTOM ELEVATION
DIKE WIDTH
INTERIOR SLOPE
EXTERIOR SLOPE
OPERATING HEIGHT
OPERATING ELEVATION
LOW DIGESTER OPERATING HEIGHT
(S-9) RA-STD-267 LOW DIGESTER OPERATING ELEVATIO
d
r
t
A{
AREA 1000
FEY3137 7/23/2024 8:23:24 PM C:\VAULT\PROJECTS\MONARCH BIO ENERGY\REGISTER. NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27015.DWG
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INOPERATING VOLUME
`�� WTi TOTAL VOLUME
��WT� 27516 CUT
FILL
s NET
s
s
SERVICE
EXISTING BARN EFFLUENT (GRAVITY)
- s EXISTING BARN EFFLUENT (FORCED)
`—
LS—LS—LS—LS —LS--—LJ—Ls— s LIFTSTATION OVERFLOW
— DIGESTER INFLUENT (FORCED)
DIGESTER INFLUENT (GRAVITY)
RA-STD-285 DIGESTER INFLUENT CLEANOUT
285
.- * 4 DIGESTER EFFLUENT (FORCED)
4 . ,
yam- --"W— . - WATER TRANSFER WET WELL LATERAL
S-1
DIGESTER EFFLUENT GRAVITY
— 'RA-STD-280 WET WELL LATERAL
COVER WATER SUCTION
AUSTIN COVER WATER DISCHARGE
Iwo
FARMS 2
POWER FLUSH
PROPOSED GAS LINE
SLUDGE REMOVAL
i
r
_ 1
r91
- s .4
AUSTIN FARMS
1 & 2 27015 LOCATION DETAIL
f
SCALEslzE
���```CAI�� - 111_$O' E MILLIMETERS:
P S � ��i� DIMENSION TOLERANCE
� xx =±0.10
0 23JULY24 ISSUED FOR PERMITTING _ ZTS MVK CIF (UNLESS OTHERWISE xxx =±0.010
SPECIFIED) ANGLES =±0.5'
• REV DATE REVISION DESCRIPTION DRWN CHK'D APP'D
�QS L # BY BY BY FRACTIONS: INCHES:
J `f156059 =� THIS DOCUMENT, ALONG WITH ITS DESIGNS, KNOW-HOW AND DRAWINGS, CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION MACHINED PARTS =±1/64
Kcs
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 se ROESLEIN & ASSOCIATES, INC. AND ROESLEIN HOLE LOCATIONS ON4 -±1/32 XX =±.010
^,/♦ ALTERNATIVE ENERGY, LLC RESERVES ALL PATENT, COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO THIS DOCUMENT, INCLUDING ALL WELDED ASSEMBLIESv ��� � DESIGN, MANUFACTURING, REPRODUCTION, USE, AND SALES RIGHTS THERETO, EXCEPT TO THE EXTENT SAID RIGHTS ARE EXPRESSLY .XXX _±,005
Rz
••�G N ��(f� ��� GRANTED TO OTHERS. THIS DOCUMENT MUST NOT SSION OF ROESLEIN & ASSOCIATES BINC. AND ROESLEIN ALTERNATIVE E DUPLICATED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS LINEAR DIMENSIONS ON =±1/16 XXXX=±0002
''''• �•••••`` PROVIDED INED INWRITTEN S HIS DOCUMENT
PROHIBITED. OTHER THAN
ON HE REQUEST AUTHORIZED ROESREINI&ENT FOR
EINCRESSAND PURPOSEROESLEIN FOR WHICH
HIC IT HAS
BEEN LC NERGY, LLC. ANY USE OF THE INFORMATION STRUCTURAL WELD ANGLES =±1 ° EN ANGLES =±.05°
THE HOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY RETURN OR DESTROY THIS DOCUMENT AND ALL COPIES THEREOF IN ITS
081141 POSSESSION. ©2023 ROESLEIN & ASSOCIATES, INC. AND ROESLEIN ALTERNATIVE ENERGY, LLC DO NOT SCALE PRINT
N
TRUE NORTH
4fl
SIZE
811
N/A
1211
611
N/A
X 11
611
1211
1211
N/A
411
411
611
1211
MONARCH BIO ENEGRY
REGISTER, NC
AREA 1000
AUSTIN FARM 1 & 2
NEW DIGESTER LAYOUT
260
FT
170
FT
107
FT
12
FT
95
FT
15
FT
3:1
3:1
10
FT
105
FT
N/A
FT
N
N/A
FT
2109941
GAL
2733378
GAL
6473
CY
6307
CY
166
CY
SPECIFICATION
QTY
UNITS
PVC
N/A
N/A
N/A
N/A
N/A
H P 01
100
FT
H P02
2900
FT
N/A
N/A
FT
P L01
TB D
EA
HP02
1500
FT
HP01
50
FT
H P01
150
FT
N/A
N/A
FT
H P01
680
FT
H P02
200
FT
H P02
100
FT
H P02
200
FT
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG. SHEET REV
NO. RA270-00-27015 4OF6 0

140
130
120
110
100
.N
RIM: 109.00 12" MIN
ABOVE EX
27515 BARNS LIFT STATION GRADE
(SEE DETAIL)
TOB: 108.00
FF:110.5
PIT:108.50
FFA 10.5
PIT:108.50
FFA 10.5
PIT:108.50
FLOATING MIXING STATION RIM: 108.00
CVIC`TlKln PUMP (SEE DETAIL)
LAGOON FB:107.00
i I 27515
ABOVE EX
_\`�GRADE
DRY WELL
BOTTOM:
SHWT: 102.80 100.00
NOTE:
INVERTS OF EXISTING GRAVITY PIPING ARE
��PPROXIMATED BASED ON BEST AVAILABLE
SURVEY INFORMATION.
80
BOTTOM:
99.00
BOTTOM: 98.00
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
TOB: 107.00 HDPE COVER
PROPOSED
DIGESTER
OL: 105.00
PUMP RETURN:
97.00
INV: 104.00
BOTTOM: 95.00
TRANSFER PUMP
WET WELL
(SEE DETAIL)
RIM: 108.00�
12" MIN
ABOVE EXi
GRADE
BOTTOM:
98.00
TOB: 110.00
EXISTING
LAGOON FB:109.00
27516
LIFT STATION
(SEE DETAIL)
RIM: 111.00—\
BOTTOM:
101.00
12" MIN
ABOVE EX 27516 BARNS
GRADE
FF:113.50
FF:113.50
FF:113.50
PIT:110.50
PIT:110.50
PIT:110.50
140
130
120
110
100
.c
:c
SHASKAMP 6/17/2024 2:54:22 PM R:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27015 AUSTIN 1&2 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.("-2
DETAI L-CONSTRUCTI ON 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
27015
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
27015 N.T.S.
EROSION AND MAINTENANCE CONTROL SCHEDULE:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE
LESS THAN ONCE EVERY WEEK. ANY NECESSARY REPAIRS SHALL BE MADE
IMMEDIATELY TO MAINTAIN THE INTEGRITY OF ALL SUCH DEVICES.
2. ALL TEMPORARY/PERMANENT BASINS AND ROCK CHECK DAMS SHALL BE CLEANED OUT
AND RESTORED TO ORIGINAL VOLUME WHEN THE SEDIMENT ACCUMULATES TO
APPROXIMATELY ONE HALF OF THE DESIGN VOLUME. GRAVEL SHALL BE CLEANED OR
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS.
3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND AT THE INLET
PROTECTION SEDIMENT FENCE WHEN IT BECOMES APPROXIMATELY 6" DEEP AT THE
FENCE. THE SEDIMENT FENCE SHALL BE REPAIRED AS NECESSARY TO PRESERVE THE
INTEGRITY OF THE FENCE.
4. ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED AS NECESSARY TO
ESTABLISH A VIGOROUS, DENSE VEGETATIVE COVER. COIL FIBER ROLLS TO BE
CHECKED FOR INTEGRITY AND BE REPLACED OR REPAIRED AS NECESSARY AFTER
EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
ANY NECESSARY REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN THE INTEGRITY
OF ALL SUCH DEVICES.
CHANNEL GRADE
G
5' MIN
4" DIA. RIP RAP
2.5:1 MAX
1 FT THICK 1/2"-3/4"
GRAVELLAYER
2.5:1 MAX
& MAX.
3 DETAIL -TEMPORARY ROCK CHECK
27015 i N.T.S.
SHASKAMP
6/17/2024 2:54:23 PM R:\200599\06-DRAWINGS\CIVIL\A1K\REGISTER-CLUSTER 1\AFO PERMIT DRAWINGS\27015 AUSTIN 1&2 AFO PERMIT.DWG

TOP OF BERM
HIGH PUMP OPERATING HEIGHT
0
N l
1
12" WET WELL LATERAL
LAGOON OPERATING LEVELS
II[GANTIlIl►VAI?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
081141202A

NOTES:
x
A
80-MIL HDPE
FLOATING COVER
0
M
60-MIL HDPE
LINER
COMPACT THE BOTTOM SOIL.
ANCHOR TRENCH
PLAN VIEW
NOTE 1
PERIMETER PIPING
NOTE 2
WELD
COVER/LINER
HERE
1. PERIMETER PIPING. SEE RA-STD-254 FOR
DETAILS.
2. NO TRENCH; EXCAVATE FROM TURNDOWN
OF LINER/COVER; BACK FILL AND COMPACT
IN STAGES TO COVER LINER/COVER.
SPIROS1623 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
08/14/2024

NOTES:
DAYLIGHT OUT BERM
LAGOON EMERGENCY VENT PORT
ELEVATION VIEW
2
1. TWO EMERGENCY VENTS REQUIRED PER
LAGOON, ONE AT EACH END OF THE
LAGOON FURTHEST FROM THE BARNS.
SPIROS1623 6/20/2024 1:35:36 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\COVER DRAWINGS\DWG FILES\RA-STD-255-2.DWG
08/14/2024

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
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�266-2
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
08/14/2024

NnTF.q-
SSPIROS1623
HIGH EFFLUENT
LOW EFFLUENT
FLOATING COVER
0
2
W_ NOTE 4 NOTE 5
2°/Q 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
08/14/
8" PERIMETER PIPING
1. SEE RA-STD-276 FOR BLOWER SKID
ASSEMBLY DETAILS.
2. ELEVATION TO CHANGE WITH TOPOGRAPHY.
3. SEE DRAWING RA-STD-253 FOR ANCHOR
TRENCH DETAILS.
4. FOR PLASTIC LINED LAGOONS, SEE
RA-STD-270 FOR LINER PENETRATION
DETAILS. FOR CLAY LINED LAGOONS,
ADHERE TO NOTE 5.
5. A BENTONITE SLEEVE, 6" MINIMUM
THICKNESS, SHALL BE COMPACTED
AROUND THE FULL DIAMETER OF THE PIPE,
EXTENDING BACK 36" FROM THE PIPE
PENETRATION. ALL BACKFILL SHALL BE
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
6. COVER CONTRACTOR TO SUPPLY
MANUFACTURED BOOT.
7. SEE PIPING ALIGNMENT DRAWINGS FOR
STUB UP LOCATION.
3. VALVE SHALL BE INSTALLED PRIOR TO
COVER INSTALLATION.
3 9. BUTTERFLY VALVES SHALL BE INSTALLED IN
THE OPEN POSITION AND TURNED CLOSED
AFTER INSTALLATION.
10. BOLTS AT TOP OF BUTTERFLY VALVE
CONNECTING TO ABOVE GRADE PIPING IS
TO BE SUPPLIED BY ROESLEIN.
)VER ,
8" LINE TO ABOVE
GRADE DRAW OFF
4" DRAIN LINE
TO LAGOON
8" INVERTED TEE IN LINE
WITH PERIMETER PIPING
_
611 w
ry
IY
O
_
U
z
Q
LL
O
w
w
0
0
- - - - - - - - ' BOTTOM OF ANCHOR TRENCH
DETAIL A: BIOGAS EXTRACTION POINT
SECTION VIEW
3
BILL OF
DESCRIPTION
MATERIALS
TAG
SPEC
SIZE
QTY
1
PIPE
HP01
811
VARIES
2
PIPE
HP01
411
20'
3
90 ELBOW
HP01
8"
1
4
ECCENTRIC REDUCER
HP01
8" x 4"
1
5
TEE
HP01
8"
2
6
FLANGE ADAPTER
HP01
8"
1
7
BACKUP RING
HP01
811
1
8
MACHINE BOLT
HP01
3/4" x 3"
8
9
BUTTERFLY VALVE
BUF05
811
1
10
22.5 ELBOW
HP01
411
1
SCALE
SIZE
E
MILLIMETERS:
xX =±o.io
XXX=+0.010
ANGLES =±0.5°
QQ
ROESLEIN CX ASSOCIATES INC.
RNG PIPING STANDARD
AREA 1000
BIOGAS DRAW -OFF
INSTALLATION DETAILS
3
24FE624
ADDED NOTE 10, REVISED BOLT SIZE
CBE
SJS
CBE
KPL
2
28JUN23
UPDATED BILL OF MATERIALS
CBE
SJS
KPL
CD
1
25MAY23
ISSUED FOR CONSTRUCTION
CBE
SJS
KPL
CD
DIMENSION TOLERANCE
(UNLESS OTHERWISE
SPECIFIED)
0
03APR23
ISSUED FOR CONSTRUCTION
CBE
SJS
KPL
CD
TM
ROESLE� �T
REV
#
DATE
REVISION DESCRIPTION
BY
DRWN
CHK'D
By
APP'D
By
FRACTIONS:
MACHINED PARTS =±1/64
HOLE LOCATIONS ON
''
WELDED ASSEMBLIES--1/32
LINEAR DIMENSIONS ON =±1/16
STRUCTURAL WELDMENTS
ANGLES =±1 '
INCHES:
X =±.020
.XX =±.010
.XXX =±.005ENGINEERS
.XXXX=±.0002
ANGLES =±.05°
• MANUFACTURERS • CONSTRUCTORS
PROBy
THIS DOCUMENT, ALONG WITH ITS DESIGNS, KNOW-HOW AND DRAWINGS, CONTAINS CONFIDENTIAL ANDPRIETARY
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.
©2019 ROESLEIN &ASSOCIATES, INC.
DWG.
RA-STD-261-1
N O .
SHEET
OF
1 1
REV
3
D O NOT SCALE
PRINT

NOTFS-
OPERATING WATER LEVEL
Z_
75
0
co
1
3
NOTE 2
NOTE 1
1
GRAVITY TRANSFER WATER WET WELL INSTALLATION DETAIL
ELEVATION VIEW
0.5% MIN
0
n
�I
NOTE 4
NOTE 5
0
NOTE 6
6'-0"
CONDENSATE
FRETURN LINE
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
SPIROS1623 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
08/14/2n^

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
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
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
08/14/2024

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
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
08/14/2024

AIf1TrC%.
3
2
41516
NOTE 2
NOTE 3
NOTE 4
6PIROS1623 3/7/2024 10:38:30 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-264-2.DWG
FLOATING COVER
1
IRRIGATION SUCTION
PLAN VIEW
IRRIGATION SUCTION
ELEVATION VIEW
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
08/14/

NnTF.q-
c�
. SEWER CLEANOUT
NOTE I IIIII
NOTE I IIIII
2 X 3 1 4 � 5
0
POWER FLUSH
PLAN VIEW
FLOATING COVER
0
N
NOTE 1
TOP OF BERM
NOTE 3
1
z 3
N
if
SEWER LINE
1
POWER FLUSH
ELEVATION VIEW
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
08/14/2024
NOTE 5
SCALE
SIZE
E
MILLIMETERS:
:xx =±O:10
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
CHK'D
APP'D
FRACTIONS:
MACHINED PARTS =±1/64
INCHES:
4
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,
=±.020
INCLUDING 18 USC SECTION 1836 AND 17 USC SECTION 101 et seq. ROESLEIN & ASSOCIATES, INC. RESERVES ALL PATIENT,
HOLE LOCATIONS ON =±1/32
.X
=±.010
COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO THIS DOCUMENT, INCLUDING ALL DESIGN, MANUFACTURING, REPRODUCTION,
WELDED ASSEMBLIES
.XX
XXX =±.005
USE, AND SALES RIGHTS THERETO, EXCEPT TO THE EXTENT SAID RIGHTS ARE EXPRESSLY GRANTED TO OTHERS. THIS DOCUMENT
LINEAR DIMENSIONS ON
XXXX=±.0002
MUST NOT BE DUPLICATED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN PERMISSION OF ROESLEIN &
=±1/16
STRUCTURAL WELDMENTS
ASSOCIATES, INC.. ANY USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT OTHER THAN BY THE AUTHORIZED RECIPIENT
ANGLES =±.05°
FOR THE EXPRESS PURPOSE FOR WHICH IT HAS BEEN PROVIDED IS STRICTLY PROHIBITED. UPON THE REQUEST OF ROESLEIN &
ANGLES =±1 °
ASSOCIATES, INC., THE HOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY RETURN OR DESTROY THIS DOCUMENT AND ALL
/�
DO NOT SCALE
f�
PRINT
COPIES THEREOF INSITS
ASSOCIATES,
02019 ROESLEIN &ASSOCIATES, INC.
J
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
I HIGH PUMP
I LOW PUMP
LOW LAGOON
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
1
i
1
3
OFF -SPEC LAGOON TIE IN
ELEVATION VIEW
0
2
1
NOTE 2
08/14/
1
2
U\
V MIN
1
5
v
NOTE 3
0:Q:
n. ff":
3
w
H
O
z
TOP OF BERM/GRADE
NOTE 4
SCALE
SIZE
E
MILLIMETERS:
XX=+00.50
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
CHK'D
APP'D
FRACTIONS:
MACHINED PARTS =±1/64
INCHES:
#
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,
=±.020
INCLUDING 18 USC SECTION 1836 AND 17 USC SECTION 101 et seq. ROESLEIN & ASSOCIATES, INC. RESERVES ALL PATIENT,
HOLE LOCATIONS ON =±1/32
.X
=±.010
COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO THIS DOCUMENT, INCLUDING ALL DESIGN, MANUFACTURING, REPRODUCTION,
WELDED ASSEMBLIES
.XX
=±.005
USE, AND SALES RIGHTS THERETO, EXCEPT TO THE EXTENT SAID RIGHTS ARE EXPRESSLY GRANTED TO OTHERS. THIS DOCUMENT
LINEAR DIMENSIONS ON
.XXX
=±.0002
MUST NOT BE DUPLICATED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN PERMISSION OF ROESLEIN &
STRUCTURAL WELDMENTS
.XXXX
ASSOCIATES, INC.. ANY USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT OTHER THAN BY THE AUTHORIZED RECIPIENT
ANGLES =±.05°
FOR THE EXPRESS PURPOSE FOR WHICH IT HAS BEEN PROVIDED IS STRICTLY PROHIBITED. UPON THE REQUEST OF ROESLEIN &
ANGLES =±1 °
ASSOCIATES, INC., THE HOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY RETURN OR DESTROY THIS DOCUMENT AND ALL
/�
DO NOT SCALE L E
PRINT
COPIES THEREOF IN ITS POSSESSION.
02019 ROESLEIN &ASSOCIATES, INC.
J /'1
1.
DEPTH AS REQUIRED BY PIPING ALIGNMENT
DRAWINGS. NO SLOPING REQUIREMENT
ON
INCOMING OFF SPEC GAS LINE.
2.
SEE RA-STD-253 FOR ANCHOR TRENCH
INSTALLATION DETAILS.
3.
BUTTERFLY VALVES SHALL BE INSTALLED
IN,
1
THE OPEN POSITION AND TURNED CLOSED
AFTER INSTALLATION.
4.
SEE PIPING ALIGNMENT DRAWINGS FOR
OFF -SPEC PIPE SIZE.
1
BILL OF MATERIALS
TAG DESCRIPTION SPEC SIZE
QTY
1 PIPE HP01 8"
25'
2 TEE HP01 8"
1
3 REDUCER, ECCENTRIC HP01 8" x 4"
1
4 90 ELBOW HP01 811
5
5 BUTTERFLY VALVE BUF05 811
1
6 FLANGE ADAPTER HP01 811
2
7 BACKUP RING HP01 811
2
8 MACHINE BOLT HP01 3j4° x 3°
16
ROESLEIN & ASSOCIATES, INC.
RNG PIPING STANDARD ROESLEIN.
AREA 1000
OFF -SPEC CONNECTION ENGINEERS • MANUFACTURERS • CONSTRUCTORS
INSTALLATION DETAILS DWG. SHEET REV
NO. RA -STD -267 1 OF2 1

NOTFS-
HIGH PUMP
1. TOP OF PIPE MUST BE 18" BELOW THE LOW
LAGOON LEVEL.
2. SEE DRAWING RA-STD-253 FOR ANCHOR
TRENCH DETAILS.
3. FOR PLASTIC LINED LAGOONS, SEE
RA-STD-270 FOR LINER PENETRATION
DETAILS. FOR CLAY LINED LAGOONS,
ADHERE TO NOTE 4.
4. A BENTONITE SLEEVE, 6" MINIMUM
THICKNESS, SHALL BE COMPACTED
AROUND THE FULL DIAMETER OF THE PIPE,
EXTENDING BACK 36" FROM THE PIPE
PENETRATION. ALL BACKFILL SHALL BE
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
5. SEE RA-STD-284 FOR EARTH ANCHOR
INSTALLATION DETAILS.
6. DEPTH AS REQUIRED BY PIPING ALIGNMENT
DRAWINGS.
NOTE 8
FLOATING COVER
NOTE 13
TOP OF BERM
3
NOTE 7
XI
:m7:affil©
0
13
14
OPERATING HEIGHT 1
LOW PUMP I
I
I
NOTE 3 - 1
1 10 12 11
I
I C/�IJ I IIVV JCVVLfI LIIVL
1 I
1 NOTE 2
3
1
0
7. VALVE BOX TO BE 2' BACK FROM THE BACK
TOE OF THE BERM, APPROXIMATELY 12'
FROM THE INNER EDGE OF THE BERM.
8. SEE RA-STD-287 FOR VALVE BOX
INSTALLATION DETAILS.
9. COVER CONTRACTOR TO SUPPLY
MANUFACTURED BOOT.
10. LOCATION FOR VACUUM BREAKER WHEN
REQUIRED.
11. FOR CLAY LINED LAGOONS, SEE RA-STD-284
FOR EARTH ANCHOR INSTALLATION
DETAILS. FOR PLASTIC LINED LAGOONS, SEE
DETAIL "A".
12. BALLAST PIPE TO HAVE SAME SIZE AS
SEWER PIPE. HDPE STRAP WELDED TO
BALLAST PIPE AND SEWER PIPE.
13. ADD RUB SHEET TO COVER.
3
i
LAGOON FORCED SEWER
ELEVATION VIEW
9
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
08/14/

NOTFS-
tl
cif 7f nil cll
BEN
MINI
ARC
DIAL
PIPE
THE
OF 1
c
u
PENETRATION REPAIR PATCH
'PLATE TO SKIRT
D PERIMETER
CA/IC1TIAIf- I Irli=
EXISTING LINER PENETRATION DETAIL
1. BENTONITE SLEEVE TO EXTEND BACK FROM
THE TOP OF THE PIPE PENETRATION BY AT
LEAST 36".
2. ALL BACKFILL IN PIPE TRENCHES SHALL BE
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
SPIROS1623 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
08/14/2024

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
08/14/2024
1. SEE LOCAL GENERAL ARRANGEMENTS,
SUPPORT DETAILS, AND PANEL MOUNTING
INFORMATION.
2. ELECTROFUSION COUPLER NEEDED IF
DISCHARGE OF PIPE IS LESS THAN 3 FEET
ABOVE GRADE.
3. ELECTROFUSION COUPLINGS PROVIDED BY
INSTALLING CONTRACTOR.
4. COVER WATER FLOW BACK INTO LAGOON
UNDER COVER WHEN WATER TESTS HOT
FOR EFFLUENT.
5. SEE RA-STD-260 FOR UNDER COVER
RETURN.
6. INSTALL FEMALE CAMLOCK CAP - ITEM 13
ON THE B.O.M. - ON PIPE TO LAND
DISCHARGE.
7. SEE RA-STD-293 FOR RAINWATER FLEX
HOSE ASSEMBLY DETAILS.
8. BUTTERFLY VALVES SHALL BE INSTALLED IN
THE OPEN POSITION AND TURNED CLOSED
AFTER INSTALLATION.
BILL OF MATERIALS
TAG DESCRIPTION
1 BALL VALVE - BAT02 - CL 800 FNPT
2 WATER HOSE ADAPTER, THREADED MALE OUTLET
3 BALL VALVE, BAT02 - CL800 THREADED
4 PIPE, NIPPLE, SCH 80 CARBON STEEL ERW, GALVANIZED, THREADED ENDS
5 WELD OUTLET, CARBON STEEL, 3000 LB, THREADED FEMALE OUTLET (THREAD-O-LET)
6 FLANGE, THREADED, GALVANIZED CARBON STEEL, 150 LB, RAISED FACE, BORE TO SCH 80
7 GASKET, GARLOCK 3000 NITRILE GASKET OR EQUL, %8" THICK
8 PIPE, NIPPLE, CARBON STEEL, GALVANIZED, SCH 80, THREADED ENDS
9 PIPE, NIPPLE, CARBON STEEL, GALVANIZED, SCH 80, THREADED ENDS
10 LUG BOLT, A193 GR B7 / W(2) ASTM A194 GR 2H HEAVY HEX NUTS TEFLON COATED
11 BUTTERFLY VALVE - BUF02 - CL 150, THREADED
12 FLANGE, 304 SS, RF, CL 150, THREADED
13 CAMLOCK CAP, FEMALE, 304 SS
14 MALE CAMLOCK, 304 SS, THREADED MALE OUTLET
15 FEMALE CAMLOCK, THREADED FEMALE OUTLET, 304SS
16 TRANSITION FITTING, HDPE SDR 17 TO 304 SS (M) NPT
17 MALE CAMLOCK, THREADED FEMALE OUTLET, 304 SS
18 90 ELBOW, HDPE SDR 17, PE4710 ASTM D3261 IPS
19 PIPE, HDPE, PE4710, SDR 17, DIMENSIONS PER ASTM F2619
20 ELECTROFUSION COUPLERS
21 EXTRA NITRITE O-RINGS FOR CAMLOCKS
22 PIPE, NIPPLE, CARBON STEEL, GALVANIZED, SCH 80, THREADED ENDS
23 PIPE, NIPPLE, CARBON STEEL, GALVANIZED, SCH 80, THREADED ENDS
24 90 ELBOW, GALVANIZED MALLEABLE IRON, CL150, THREADED ENDS, SCH 80
25 FLANGE, THREADED, GALVANIZED CARBON STEEL, 150 LB, RAISED FACE, BORE TO SCH 80
26 TYPE A - ALUMINUM CAMLOCK FITTING
27 LUG STUD TEFLON COATED A193 GR B7 / W(2) ASTM A194 GR 2H HEAVY HEX NUTS TEFLON COATED
28 WELD OUTLET, CARBON STEEL, 3000 LB, THREADED FEMALE OUTLET (THREAD-O-LET)
29 PIPE, NIPPLE, CARBON STEEL, GALVANIZED, SCH 80, THREADED ENDS
30 BALL VALVE - BAT02 - CL 800 THREADED
31
GASKET, GARLOCK 3000 NITRILE GASKET OR EQUAL, %8" THICK
SCALE
SIZE
E
MILLIMETERS:
:X _±05XX
XXX=±0.010
ANGLES =±0.5°
ROESLEIN & ASSOCIATES, INC.
R N G PIPING STANDARD
DIMENSION TOLERANCE
(UNLESS OTHERWISE
SPECIFIED)
REV
DATE
REVISION DESCRIPTION
B�,
DRWN
By
CHK'D
By
APP'D
By
#
FRACTIONS:
INCHES:
r,r,r,
AREA 1000
THIS DOCUMENT, ALONG WITH ITS DESIGNS, KNOW-HOW AND DRAWINGS, CONTAINS CONFIDENTIAL AND PROPRIETARY
INFORMATION THAT IS THE PROPERTY OF ROESLEIN & ASSOCIATES, INC. AND IS PROTECTED UNDER STATE AND FEDERAL LAW,
MACHINED PARTS =±1/64
=±.020
IN & ASSOCIATES, INC. RESERVES ALL PATIENT,
INCLUDING 18 USC SECTION PRI AND 17 USC SECTION 101 C seq. T, INCLUDING
COPYRIGHT AND OTHER PROPRIETARY RIGHTS TO THIS DOCUMENT, INCLUDING ALL DESIGN, MANUFACTURING, REPRODUCTION,
HOLE LOCATIONS ION
E =±1/32
WELDED ASSEMBLIES
.X
.XX =±.010
XXX =±.005
RAINWATER REMOVAL PUMP
USE, AND SALES RIGHTS THERETO, EXCEPT TO THE EXTENT SAID RIGHTS ARE EXPRESSLY GRANTED TO OTHERS. THIS DOCUMENT
LINEAR DIMENSIONS ON
=±.0002
MUST NOT BE DUPLICATED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN PERMISSION OF ROESLEIN &
ASSOCIATES, INC.. ANY USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT OTHER THAN BY THE AUTHORIZED RECIPIENT
=±1/16
STRUCTURAL WELDMENTS
.XXXX
ANGLES =±.05°
FOR THE EXPRESS PURPOSE FOR WHICH IT HAS BEEN PROVIDED IS STRICTLY PROHIBITED. UPON THE REQUEST OF ROESLEIN &
ANGLES =±1 °
PIPING DETAILS
ASSOCIATES, INC., THE HOLDER OF THIS DOCUMENT AGREES TO IMMEDIATELY RETURN OR DESTROY THIS DOCUMENT AND ALL
DO NOT SCALE
PRINT
f�
IN
COPIE@2019
OESTHEREOF
©2019 ROESLEIN &ASSOCIATES, INC.
IN&ASS CIATES,INC.
SPEC
SIZE
QTY
CS05
1"
1
SP-1006B-XX
3/4" NPT (M) x 3/4"
1
CS05
3/4„
1
CS05
3/4" x 4"
1
CS05
OUTLET 3/4", HEADER 1%2"
1
CS05
3"
1
CS05
3"
2
CS05
1 " x 4"
1
CS05
3" x 8"
1
CS05
5/8" X 13/4"
g
CS05
3"
2
CS05
3"
1
S P-1007-A-XX
3"
1
S P-1007 B-XX
3"
1
SP-1007C-XX
3"
2
H P02
3"
3
SP-1007D-XX
3"
2
H P02
3"
2
H P02
3"
10,
HP02
3"
AS NEEDED
SP-1007E-XX
3"
2
CS05
3" x 12"
1
CS05
3" x 8"
2
CS05
3"
1
CS05
3"
2
S P-1008A-XX
3"
1
H P02
5/8" X 13/4"
24
CS05
OUTLET %2", HEADER 3/4"
1
CS05
j2" x 4"
1
CS05
%2"
1
H P02
3"
4
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
DWG.
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
08/14/

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.
08/14/2r"
Ed
R;EV DATE REVISION DESCRIPTION BY DKWBYN ` 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 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.
©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
=±0.51
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 +
„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
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
SPIROS1623 3/6/2024 4:26:48 PM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC - GEN ERAL\RA-STD-280-2. DWG
08/14/2024

A 1/1Trt-%_
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
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
IROS1623 12/7/2023 10:52:52 AM S:\PROCESS & ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS & DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD-282.DWG
08/14/2024

PRECAST LIFT STATION
PLAN VIEW
WATERTIGHT, FLEXIBLE GASKET-
Q A-LOK C107-16 AND CLAMP CL-EV15-18-L.
w OVERFLOW SEE INSTALLATION INSTRUCTIONS.
p
< 12" PVC SDR 35 INSIDE OF WET WELL DO NOT MORTAR TOP HALF OF PIPE LINE.
ry
O OUTSIDE OF WET WELL DO NOT MORTAR.
w
O
Q 2" x 2" NOTCH 10" MIN.
FOR LID
0 - - - - - - - - - - - -
a
w -
p o
w o
a
9" INFI-SHIELD GATOR
WRAP OR EQUAL
INFLUENT X" ADS-1\112
WATERTIGHT, FLEXIBLE GASKET-
A-LOK C107-16 AND CLAMP CL-EV15-18-L.
SEE INSTALLATION INSTRUCTIONS.
INSIDE OF WET WELL DO NOT MORTAR TOP HALF OF PIPE LINE.
OUTSIDE OF WET WELL DO NOT MORTAR.
COMPACTED EAR}
I'
UNDISTURBED EARTH
[-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)
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
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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NOTFS-
K0
ELEVATION VIEW
TYPICAL SYSTEM LAYOUT
INFLUENT
MIXING DIS
O/A TlITAI 1 CAIl�TL-1
PLAN VIEW
TYPICAL SYSTEM LAYOUT
PLAN VIEW
WELL LAYOUT
.I AV All
1. HIGH LEVEL SWITCH AND INTERLOCK 11TH
PUMP.
2. CO -LOCATE DISCHARGE WITH INFLUENT
LINE. REFER TO RA-STD-265 & RA-STD-269.
3. MATCH SEWER ELEVATION q- TO q.
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5
2
-1 I I I I I I I I J� � L
3'-0" MIN.
3" SDR11
ART SYSTEM CONNECTION
ELEVATION VIEW
1
3
EVAPORATION LAGOON
CONNECT TO
INFUSER NOZZLE
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