310152_Application - Digester Gen Permit Drawings_20240912

HOG PACK 1
BIOGAS SYSTEM
DUPLIN COUNTY, NORTH CAROLINA
ADDRESS LEGEND:
1552-A DOBSON CHAPEL RD, MAGNOLIA NC Rw = RAINWATER y
GAS = GAS LINE 00 I
qUC
LS = LIFT STATION N ED OA/t&0.
CIVIL ENGINEER = UNDERGROUND TELEPHONE
ROESLEIN & ASSOCIATES, _()HE- = OVERHEAD ELECTRICAL
9200 WATSON ROAD SUITE 200
ST. LOUIS, MO 63126 = STORM DRAIN
[phone] WTL = WATER TRANSFER LINE
GO = GRAVITY OVERFLOW
r �G
PL = PROPERTY LINE
ELECTRICAL ENGINEER - - - - = SET BACK LIMITATIONS ,�Q
ROESLEIN & ASSOCIATES, 1.500 = OCCUPIED RESIDENCES SET BACK GOOF
9200 WATSON ROAD SUITE 200 2.500 = CHURCH&SCHOOL SET BACK Qp
ST. LOUIS, MO 63126 = DIGESTER OPTIONS G��v
[phone] o� y
= EXISTING POWER POLE O �
SHEET INDEX = CONCRETE BARRIER TRUE NORTH COUNTY MAP BR�wNON
y� \� HOGPACK1 -
®
RA270-00-27007-1 - COVER & SHEET INDEX = EXISTING SEWER MODIFICATION ON&Q
RA270-00-27007-2 - AREA 1000 NEW DIGESTER GRADING = DATA FROM FISH&WILDLIFE �— 19
a
RA270-00-27007-3 - AREA 1000 HOG PACK 1 SITE LAYOUT NATIONAL WETLANDS
RA270-00-27007-4 - AREA 1000 NEW DIGESTER LAYOUT = 100'WET WELL SET BACK
RA270-00-27007-5 - AREA 1000 HYDRAULIC PROFILE a- 18
RA270-00-27007-6 - AREA 1000 EROSION CONTROL CO
VICINITY MAP
Detail Drawing Control Index
Sys. Sys.Description Drawing DWG Description N
RA-STD-251 Typical Lagoon Operating Levels
General Drawings RA-STD-253 Anchor Trench Installation TRUE NORTH
RA-STD-270 Liner Penetration Installation LEGEND:
RA-STD-265 Sewer Cleanout
S-1 Digester Influent RA-STD-269 Forced Sewer = DUPLIN COUNTY
RA-STD-280 Lift Station Pump Piping
RA-STD-285 Precast Lift Station
S-2 Digester Effluent RA-STD-275 Transfer Water Discharge
RA-STD-295 ART System Connection
S-3 Wet Well RA-STD-272 Wet Well Piping
RA-STD-274 Wet Well Level Indicator
RA-STD-256 Rainwater Removal Suction Pipe
S-4 Cover/Rain Water 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
RA-STD-261 Biogas Draw-Off
S-8 Gas Interface RA-STD-267 Off-Spec Connection
RA-STD-288 Condensate Return
SCALE SIZE —--
\\\\\\\11111111/1„I�, AS SHOWN E MILLIMETERS: MONARCH
p R `,
\�N CARO,c�1�1� B 27JUN24 ISSUED FOR PERMITTING ZTS MCK CF DIMENSION TOLERANCEo.aV MON'"`l H DIOENE'`G I /
THERWISE O
O A 11AUG23 ISSUED FOR REVIEW ZTS MVK KL UNLESS
REV SPECIFIED) ANGLES ZNV" MAGNOLIA, NC ROESLEIN
GATE REVISION ION oRWN LNMG APPL
C S 7 z ev ev ev FRACTIONS: .
=_ GMErvT aN�WR�T=�=N= �W.Noo�W�.a AN=orvR�ENn O�PRET.A.rvFoT� NCHES. AREA 1000
— 6059 — MACHINED VARTs ==lisa xoio
weineo nATIED sN N
ssEMSLIEs
xms
.� HOG PACK 1
LINEAR DIMENSIONS ON =:v1e ENGINEERS•MANUFACTURERS•CONSTRUCTORS
ULNRAL WE ANGLES =t OE�
�•,,;k �N;o� LANGLES COVER&SHEET INDEX DWG.
bA4g11R11P\\ ANDRGGSLSNANOALLALDGENATIVE�LPIEs,�E�Eo.�,�Ts RA270-00-27007 1E�F6 RF,B
ZACHARY STEWART 81271202411:05:37 PM C:\VAULT\PROJECTS\MONARCH BID ENERGY\REGISTER NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27007.DWG 09/03/2024 DO NOT SCALE PRINT NO.

o
6 a
Ped
aw
° p O
X LAGOON
p.o d e 0P 25 27507A vY
ki
O O
o EX BPRN d e o
FF:70� 'd
BPRN 11�
> EX _
9 O
TOP OF BERM,'
66
NEW
61.40 DIGESTER V A °
l` a
FLOOR��
v
61
1 EX LAGOON 'j1�10
c � e
y 66
t
a
e
GENERAL NOTES:
D Q°
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 611 PRIOR -
TO ANY EXCAVATION ACTIVITIES.
Q
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 BEAT 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 i3%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 LAVERS 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 OFFSITE 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.
/� IHEREBYCER1FYni9ThiIS AAA1�ONUI1N7p I ASSSHOWN SSE MILLIMETERS:
Cut/Fill Summary AII'��\ ENGINEERINGDOCUMENI WAS W < �o��N CAR 'x MONARCH BIOENERGY -
DIMENSION TOLERANCE
E / /���
UNLESS OTHERWISE
PREPARED
MEORUNDERMY c `Q O A 2024-08-22 ISSUED FOR REVIEW RAF CMS KPL RAF
Name Cut Factor Fill Factor 2d Area Cut Fill Net syz�= QQ- �� R SPECIFIED) ^"cis sus REGISTERS NC ROESLEIN
TM OIRC-CTPERSONAL SUPERVISION r S< DATE BY G WN CHK'ry APPD
OTY-27007 HOG PACK 1 1.000 1.200 109097.07 Sq. Ft. 8621.77 Cu. Yd. 7988.83 Cu. Yd. 632.95 Cu. Yd.<Cut> N M C L U R E ANDTHATIMAADULYUCEIJSFD z c p IS p ev ev ev FRACTIONS: } INCHES: AREA OOO
tt
w0
FltOFESSDNNI ENGINEER UNDER
F
6059
Totals 109047.07 8q. Ft. 8621.77 Cu. Yd. 7988.83 Cu. Yd. 632.95 Cu. Yd.<Cut> THE LAW50FhiESTATEOF yy C rxnrsmEESOEESry of aoesLsxaAssocures Nc.nxo aoesLExu,Enunnve Eussov uc nNo syso,Ecrso uxoen srArs NAcaweo PARTS vsa
t�i�N aNOFeosPx uw xauo rvstsusc s[craxtsae axot�uscsscnox of e�ep.RassLerveassx tires.xc.nrvo rsoesLex WELDEDATIONS ON -t1�3 .%X =t U1U --
making lives better nloR HcaROU VA $wW NG E� WEAR OINSNslorvs oNs =:v1e Xxxx HOG PACK 1 ENGINEERS•MANUFACTURERS•CONSTRUCTORS
2001 W.BROADWAY,COLUMBIA M065203 p/ IN �.p RUCTUEALWE ANGLES =W"`
- .� \\�o� °a��LES= NEW DIGESTER GRADINGDWG.
573-814-1568 MY LICENSE NUMBER IS �qj� Y�;,�J —
60 30 0 60 aoss059 �nuumm tin LLooPI� ESPo.N rs RA270 00-27007 2�F6 x A
��
HAMILTON 8/22/2024 10:05:37 AM R:\200599\O6-DRAWINGS\CIVILV\1K\REGISTER-CLUSTER11AF0 PERMIT DRAWINGS127007 HOG PACK IAFOPERMIT.OWG NC CERTIFICATE OF AUTHORTYC-0628 09/03/2024 DO NOT SCALE PRINT NO.

PROPERTY OWNER
_ R5UE3H
CARTER,COY
DEWEY&WIFE
PROPERTY CARTER,ROSA
OWNER MARIE BROWN
BROWN,KENNETH 2500'LAGOON OFFSET
R.&WIFE BROWN,
PATRICIA G.
• (�Kx% F� H son"
PROPERTY PROPERTY LINE
OWNER
MCKAY,SHELIA F PROPERTY OWNER
WALLACE,DAVID C
&WIFE MELISSA B
PROPERTY OWNER
WHALEY,HERBERT E. ,
R5U9H
PROPERTY OWNER
CARTER,COY D&WIFE
PROPERTY CARTER,MARIE B
OWNER
MCKAY,SHELIA F PROPERTY
OWNER
. SET BACK CARTER,COY PROPERTY OWNER
r LIMITAIONS D&WIFE CRAIG KING FARMS,
PROPERTY - � CARTER, LLC
OWNER MARIE B
KILPATRICK,
PROPERTY OWNER DAVID
WALLACE,DAVID C JOHN,II IRRIGATION PIVOT
&WIFE MELISSA B 1500'LAGOON OFFSET
WALLACE.
PROPERTY
OWNER
KILPATRICK, " _ jE I DATA FROM FISH
DAVID � AND WILDLIFE
JOHN,II NATIONAL
WETLANDS
_ y INVENTORY(TYP.)
-� PROPERTY 27507A -
i OWNER .
PF01 /4A PF
KILPATRICK, PROPERTY OWNER �W
low
DAVID KILPATRICK,DAVID JOHN,II
1 ♦�� W i��
PROPERTY OWNER
OWNER I BROWN,JAMES EARL,LE
KILPATRICK, I
DAVID
JOHN,II PROPERTY 1 � �#��
1
OWNER 1 PROPERTY 7
KILPATRICK, 1 OWNER 27507B 500'LAGOON OFFSET
DAVID 1 KILPATRICK, PROPERTY '
JOHN,II I DAVID OWNER • 1
� JOHN,II KILPATRICK, � 1 -
� DAVID _ 1 PROPERTY OWNER
� j 1Jt
1 •mob— VAF
r---
%
� r 1
� \ 1 PROPERTY OWNER '''/'
\ ► BROWN,JAMES EARL,LE
�,� � PROPERTY OWNER - �
� ` ` KILPATRICK FARMS,INC. 1 PROPERTY
%� \ I OWNER
1 SLOAN, i
per- All Ile
do IN
_ 1 ERWIN
• I DAVID
1 .
••
♦� PROPERTY OWNER
� SLOAN,ERWIN DAVID
100'ROAD SET BACK
O
TRUE NORTH
SCALE SIZE --
D 27JUN24 ISSUED FOR PERMITTING ZTS MVK CF MILLIMETERS:
�o N�CA�R ,c�>� C 21SEP23 ISSUED FOR GROWERS MEETING ZTS MVK MVK AS SHOWN E x -ms MONARCH BIO ENE RY ,
S OBSEP23 ISSUED FOR GROWERS MEETING ZTS MVK MVK DIMENSION TOLERANCE
O A 11AUG23 ISSUEDFORREVIEW ZTS MVK MVK (UNLESS OTHERWISE N
RW „x SPECIFIED) P-ES 101" REGISTER, NC ROESLEIN
I$ onre GBVN CHI
ABV FRACTIONS: INCHES AREA 1000
Q56059 NAcrvweo vnars =. x - so
weioEo°'All euENs = M xx ?LI =_
.� HOG PACK 1
ENslorvs ON =:vie - ENGINEERS•MANUFACTURERS-CONSTRUCTORS
UCTUw WE ANGLES DS'
�•,,;k �N;o` U. °a��EB= SITE LAYOUT DWG.
uumao _OLD No�°NE EENEC."s RA270-00-27007 3�6 RED
ZACHARY STEWART 8/27/202411:05:39 PM C:\VAULT\PROJECTS\MONARCH BIO ENERGY\REGISTER NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERAL ARRANGEMENTS\RA270-00-27007.DWG 09/03/2024 DO NOT SCALE PRINT NO.

FARM
PRODUCTION INFORMATION CITY
AVG ANNUAL ANIMAL POPULATION 7344
ESTIMATED RING INJ DTH/YR 9523
AN I MAL TYPE GF
BARN OPERATION TYPE Flush
SYSTEMS
SYSTEM OPTION SELECTED CITY
EXISTING BARN EFFLUENT GRAVITY SEWER 7
a S-1 DIGESTER INFLUENT LIFT STATION 2
S GRAVITY&FORCED WATER
S-2 DIGESTER EFFLUENT TRANSFER 1 Each
S-3 WET WELL YES 1
S-4 COVER/RAIN WATER REMOVAL YES 2
6 SEWER INFLUENT LINE S-5 POWER FLUSH YES 1
MODIFICATIONS NEEDED y S-6 SLUDGE REMOVAL YES 1
IRRIGATION PIVOT yo �OOo °O S-7 EMERGENCY VENT YES 2
oO "ti S-8 BIOGAS INTERFACE NO 0
pp0 DIGESTER
°poo
PARAMETER VALUE UNITS
LENGTH 330 FT
S1
RA-STD-285 o WI DTH 170 FT
EXISTING WELL 100' ��� ��� TOP OF DIKE ELEVATION 72.3 FT
SETBACK , ` DEPTH 12 FT
"III+ BOTTOM ELEVATION 60.3 FT
,4 o° 27507A III DIKE WIDTH 15 FT
INTERIOR SLOPE 3:1
_ EXTERIOR SLOPE 3:1
EXISTING WELL 100' OPERATING HEIGHT 10 FT
SETBACK
IIi •_� OPERATING ELEVATION 70.3 FT
LOW DIGESTER OPERATING HEIGHT N/A FT
PROPOSED GAS LINE - '
LOW DIGESTER OPERATING ELEVATION N/A FT
°O RA-STD-280� OPERATING VOLUME 2780239 GAL
- WATER TRANSFER LINE r 71 000 r TOTAL VOLUME 3575439 GAL
o ,00 e9 CUT 8851 CY
FILL 8851 CY
r ' o PROPOSED METER DROP 73.30 PROPOSED METER DROP NET 0 CY
�6�0 oo PIPE
WATER o6p SERVICE SIZE SPECIFICATION CITY UNITS
TRANSFER PUMP BARN EFFLUENT(GRAVITY) 12" PL01 750 FT
i
GRAVITYTRANSFER \ 33p' 6400o EXISTING BARN EFFLUENT(FORCED) N/A N/A N/A N/A
LIFT STATION OVERFLOW 12" HP01 50 FT
�+• ,�i
DIGESTER INFLUENT(FORCED) 6" HP01 1300 FT
v . _ DIGESTER INFLUENT(FORCED) X" HP01 N/A FT
S-4 _ DIGESTER INFLUENT CLEANOUT X" HP01 N/A EA
RA-STD-277
& t DIGESTER EFFLUENT(FORCED) 6" HP01 650 FT
RA s5A00 WATER TRANSFER WET WELL LATERAL 12" HP01 50 FT
7toDo RA-STD-256 5O,0o
_ ON,-0 DIGESTER EFFLUENT(GRAVITY) 12" PL01 1150 FT
1 61.30 S-7 so0o0
275o7B WET WELL LATERAL N/A N/A N/A FT
RA-STD-264 - �"
o. S 2 i COVER WATER SUCTION 3" HP01 80 FT
1 SEWER INFLUENT LINE_ RA-STD-295 '� LAGOON 27007
MODIFICATIONS NEEDED -R- COVER WATER DISCHARGE 3" HP01 200 FT
es o�°oo RAR
RA-STD-266 S 4 AWATEM P OM EDGE MIN 50' POWERPOWER FLUSH 6" HP01 100 FT
SLUDGE REMOVAL 12" HP01 50 FT
RA-STD-277& 00
i o��� 1 S-8
MIXING SUCTION 8" HP01 50 FT
Ste'
-STD-256 s 6162000 RA-STD-255 MIXING DISCHARGE 6" HP01 350 FT
RA Qoo
o -
00 -
0
S4 m H O
RA-STD-271
S9
RA-STD-261
I TRUE NORTH
I
AREA 1000 HOG PACK 1 FARM 27007 NEW DIGESTER LAYOUT
27 2 SDALE SIZE
••\pP111OgryI D 27JIN24 ISSUED FOR PERMITTING ZTS MVK CF MILLIMETERS:
``4�� CAR �� C 21 SEP23 ISSUEDFOR GROWERS MEETING ZTS MVK MVK 1'=250' E ms MONARCH BIO ENEGRY
B 085EP23 ISSUED FORGROWERS MEETING ZTS MVK MVK DIMENSION TOLERANCE yx =z00.10
06SEPT24 I REMOVED GRAVITY LINE REPLACED WITH WATERTRANSFE LMB 2TS IK (UNLESS OTHERWISE - ROESLEIN
SPECIFIED) ANGLES =05°0 REGISTER, NC
REV DATE wN CHKD AFP'D
S — FRACTIONS: INCHES: AREA 1000
3 # REvsory DESCRIPTION ev sv sv Il
059 — =area
THIS DOCUMENT rs DESIGNS xxow«owaxo DRAW rvcs coxrA xs coxrioexnuaNORRoaRIErARvwwRmAnox NACHwso RARrs
rw.rlsiNS RRwEmvoE aossLEixaAssociArEs.Ixc.Axo Ross�Eiri uiERNAnvE sxeasv,"c ANDS vRo,Ecreo vxoerz srAre HOLE LocAnorvs ory _ .x =..Dso ...
°ASSEMRDEs HOG PACK 1
(N E��� ` LwEAR DINENslorvs ON
:sz "0000o ENGINEERS•MANUFACTURERS•CONSTRUCTORS
RUCTURALWE ANGLES =z.05°�
°U�LES= NEW DIGESTER LAYOUT DWG.
0711110• 1111 NI OE rAxoA�AcoR�Es,~EREOF�x RS RA270-00-27007 4E�F6 REF
LBAGGETT4317 9/6/20243:56:51 PM CAVAULT\PROJECTS\MONARCH BID ENERGY\REGISTER NC\CADD\01 RA270\ORTHOS\DWGS\00 GENERALARRANGEMENTS\RA270-00-27007.DWG 09/12/2024 DO NOT SCALE PRINT NO.

100 100
90 90
27507B(WEST)BARNS
80 TRANSFER PUMP 80
WET WELL
FF:79.0 FF:78.5 HOPE COVER (SEE DETAIL)
27507A EAST BARNS PIT:76.50 pIT:76.00 FF:78.0 TOB:73.30 TOB:74.50
_ PIT:75.50 EXISTING
—— _ PROPOSED RIM:73.80 LAGOON
LIFT STATION FB:73.50
RIM:71.75 (SEE DETAIL) — ————__ DIGESTER
*FR:74.�25FI:74'25 FF:74.25 ----——— —---——— TOB:70.50:71.25 PIT:71.25 — ————— — —— _ OL:71.30 — EXISTING
70 ------------ LAGOON 70
—__ TOP OF TEMP FB:69.50
NEW GRAVITY —————— — STORAGE:72.70
FLOW
TOP OF TEMP
STORAGE:69.10
BOTTOM: BOTTOM:65.80 BOTTOM:62.50
61.75 BOTTOM:61.30 WYE&(2)ISOLATION
60 VALVES BOTTOM:60.00 60
50 50
NOTE:
INVERTS OF EXISTING GRAVITY PIPING ARE
APPROXIMATED BASED ON BEST AVAILABLE
SURVEY INFORMATION.
LEGEND:
TOB: TOP OF BANK ELEVATION
FF: FINISHED FLOOR ELEVATION
FB: FREEBOARD ELEVATION
EG: EXISTING GRADE ELEVATION
OL: OPERATING LEVEL ELEVATION
INV: INVERT ELEVATION
SHWT: SEASONAL HIGH WATER TABLE
LIQUID FLOW DIRECTION
00-0
�unnuuu
IHEREBYCFmFVTHATTHIS �o� CAR�� AS SHOWN E MLLIM E�s MONARCH BIOENERGY
II'/� ENGINEERING DOWMENTWAS W Q- IME xx�c
'" FE$ / / 1 2024-09-09 DEO COMMENTS RAF SMH KPL RAF D NSION TOLERANCE �.i°
PREPARED SYMEORUNDERMY e �� Q-O A 2024-0&22 ISSUED FOR REVIEW RAF SMH KPL RAF (UNLESS OTHERWISE ° ROESLEIN
TM °'�T S'PER`SION =s< '= Q `�,-: °ATE 6v DGWNLHKOAPP•° SPECIFIED) ANGLES ems•° REGISTER, NC
M C L U R E ANDTHATIAMADULYUCENSED z o Sv Sv Sv MaFRA oTIONS _* INCHES:
wow
- xEVISION°Es°xlPnoN
PROFESSIONAL ENGINEER UNDER Fps 56059 — rxls oocuMErvr uorvc wnx irs oeslcrvs.xrvow«owaxo onawirvcs,corvrnws coxrloErvnuallorrsoPaiEranr wroAManary vsa AREA 1000
rxnr ismEraorESry of aoEsLElrvaassocures.INC.axD aoesu=lN uiE tw.vE Eu LEIN marvDTES.lNc. DD°NDEnsrarE
THE LAWS OF THE STATE OF �wu, aND FEDEwu Law lxa°DwctsusCSECriarvtsvEaxDtr_SSC"Nj1e�ep.aaESLEirveassxlares.wc.arvD rsoESLery HOLE LOCATIONS ON 'X
making lives better No�HcaRou vA $wz -IDNIRTIARSEXPRESSwELoeo assEMSUE =*'ma's HOG PACK 1 ENGINEERS•MANUFACTURERS•CONSTRUCTORS
(�` LINEAR
DIMENSIONS
ENT ANGLES
K 2001 W.BROADWAY,COLUMBIA M065203 — ��/Q IN ��p =*�"s =:or'
�.,k �NoA ANGLES= HYDRAULIC PROFILE DWG.
573$14-1568 MY LICENSE NUMBER IS 4p0�. „pP _
#05605s ������� T—D CO•IESTR-0E�N�TE RA270 00-27007 5�6 IRE
A
_�
RFULLER 9/6/20244:49:46 PM R1200599\06-DRAWINGS\CIVILWIK\REGISTER-CLUSTER 11AF0 PERMIT DRAWINGS127007 HOG PACK IAFO PERM IT.DWG NC CERTIFICATE OF AUTHORITY C4628 09/12/2024 DO NOT SCALE PRINT NO.

EXCAVATION SPECIFICATIONS TEMPORARY SEEDING CHART
1. PROTECTION OF PERSONS AND PROPERTY SPECIES PLANTING DATES LBS/ACRE
1.1. THE CONTRACTOR SHALL PROTECT STRUCTURES FROM DAMAGE CAUSED BY SETTLEMENT, CEREALS:RYE/WHEAT 8115-12/30 120
LATERAL MOVEMENT,UNDERMINING,WASHOUT AND OTHER HAZARDS CREATED BY
EARTHWORK OPERATIONS. MILLETS/SUDANGRASS 4/15-8115 40
1.2. ANY SETTLEMENT IN BACKFILL FILL OR IN STRUCTURES BUILT OVER THE BACKFILL OF FILL,WILL ANNUAL LESPEDEZA 12/1-4/15 50
BE CONSIDERED TO BE CAUSED BY IMPROPER COMPACTION METHODS AND SHALL BE
CORRECTED AT THE CONTRACTOR'S SOLE EXPENSE.ALSO,ANY STRUCTURES DAMAGED BY 1. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE 6'
SETTLEMENT SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR AT HIS GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
SOLE EXPENSE.
2. DEWATERING 2. APPLY 4,000.B/ARE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT, GEOTEXTILE
NETTING,OR A MULCH ANCHORING TOOL.A DISK WITH BLADES SET NEARLY FILTER FABRIC
2.1. PUMPING EQUIPMENT SHALL BE PROVIDED AND EMPLOYED TO PREVENT RAINFALL AND STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
SURFACE RUNOFF FROM ACCUMULATING OR FLOWING INTO EXCAVATIONS AND FROM j
SECTION A-A
FLOODING THE PROJECT SITE AND SURROUNDING AREA.PROVIDE AND MAINTAIN PUMPS, 3. IF GROWTH IS LESS THAN FULLY ADEQUATE,REFERTILIZE IN THE SECONDSUMPS,SUCTION AND DISCHARGE LINES,AND OTHER DEWATERING SYSTEM COMPONENTS YEAR ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ARE 10-10-10NECESSARY TO CONVEY WATER AWAY FROM THE EXCAVATIONS.THE DISPOSAL OF CONVEYED. FERTILIZER,RESEED,REFERTILIZE,AND MULCH AREA IMMEDIATELY yWATER SHALL BE DIVERTED IN SUCH A MANNER THAT NATURAL DRAINAGE OF THE AREA SHALL FOLLOWING EROSION OR OTHER DAMAGE.IF SEEDING IN FALL,TOPDRESSNOT BE DISTURBED. WITH 50 LB/ACRE OF NITROGEN IN MARCH.IF IT IS NECESSARY TO EXTEND 3. SOIL EROSION TEMPORARY COVER BEYOND JUNE 15,OVERSEED WITH 50 LB/ACREFORESLOPE20'Min.
LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. Y=6'MIN. A
3.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTION OF SOIL EROSION DURING X+y=12'MIN.
CONSTRUCTION TO THE MAXIMUM EXTENT POSSIBLE TO COMPLY WITH ALL APPLICABLE NORTH 10'MIN.
CAROLINA SOIL EROSION LAWS AND REGULATIONS.THE CONTRACTOR WILL ERECT EROSION 7 _-]FENCE FLOW
CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN,PRIOR PERMANENT SEEDING CHART FABRIC f
TO COMMENCING LAND DISTURBING ACTIVITY. SPECIES PLANTING DATES LBS/ACRE \ COARSE
4. STRIPPING AGGREGATE
COMMON BERMUDAGRASS 4/1-7/15 10 � \ //
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 MILLETS/SUDANGRASS 4/1-7/15 110 POST
PROJECT SITE SHALL BE STRIPPED OR OTHERWISE REMOVED PRIOR TO THE PLACEMENT OF ANNUAL LESPEDEZA 4/1-7/15 30 4•-P MIN.I y GROUND LINE
EMBANKMENT.
5. EXCAVATION AND EMBANKMENT FOR SITE FEATURES 1. APPLY LIME AND FERTILIZER ACCRODING TO SOIL TESTS,OR APPLY 3,000 \
5.1. THE ROUGH EXCAVATION SHALL BE CARRIED TO THE NECESSARY DEPTH AS SHOWN ON THE LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 500 LB/ACRE 10-10-10 \� 4'MIN.WIDTH
PLANS,TO THE LINES,GRADES AND ELEVATION SHOWN OR AS DIRECTED BY THE ENGINEER, FERTILIZER. //\\�j���. TRENCH&COMPACTED BACKFILL
AND SHALL BE MADE SO THAT THE REQUIREMENTS FOR FORMATION OF EMBANKMENTS CAN 2, APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER A
BE FOLLOWED.ON EMBANKMENT,THE DEPTH OF SUBGRADE DENSIFICATION SHALL BE AS SUITABLE MULCH.ANCHOR BY TACKING WITH ASPHALT,ROVING,NETTING,OR TYPICAL SECTION
SHOWN ON THE PLANS.SHOULD THE CONTRACTOR,THROUGH NEGLIGENCE OR OTHER CRIMPING WITH A MULCH ANCHORING TOOL.A DISK WITH BLADES SET NEARLY
FAULT,EXCAVATE BELOW THE DESIGNATED LINES,HE SHALL REPLACE THE EXCAVATION WITH STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
APPROVED MATERIALS,IN AN APPROVED MANNER AND CONDITION,AT HIS OWN EXPENSE. 1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC
CONTROL OVER THE EXCAVATION.MOVING,PLACING AND DISPOSITION OF ALL MATERIAL 3. REFERTILIZE THE FOLLOWINGN APRIL WITH 50 LB/ACRE OF NITROGEN.REPEAT WOOD POST(TYP) NOTES: WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE OR FROM A PUBLIC
AND SHALL DETERMINE THE SUITABILITY OF MATERIAL TO BE PLACED IN EMBANKMENTS.ALL AS GROWTH REQUIRES.MAY BE MOWED ONLY ONCE A YEAR.WHERE A NEAT STREET.
MATERIAL DETERMINED UNSUITABLE SHALL BE DISPOSED OF IN WASTE AREAS OR AS DIRECTED APPEARANCE IS DESIRED,OMIT LESPEDEZA AND MOW AS OFTEN AS NEEDED. FABRIC 5'SPACING MAX 1. MINIMUM LONGITUDINAL SPLICE
AND SHALL BE REPLACED WITH SELECT MATERIALS DEEMED SUITABLE BY THE ENGINEER OVERLAP SHALL BE 2'WITH A 2. STONE TO BE 2-3 INCH WASHED STONE(SURGE STONE)
TOPSOIL SHALL NOT BE USED IN SUBGRADES BUT SHALL BE HANDLED AND PLACED AS POST AT EACH END.SECURE
FABRIC To POSTS. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
DIRECTED.SHOULD EXCESS MOISTURE BE ENCOUNTERED DURING EXCAVATION IN THE 2. SUPPORT FENCE REQUIRED TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING
CONSTRUCTION AREAS,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM GROUND WITH SILT FENCE AROUND
ANY NECESSARY DEWATERING OF THE SITE IN ORDER TO PROVIDE A STABLE EXCAVATED AREA STABILIZATION TIMEFRAME CHART LINE z DROP INLET OR WHEN USED PAVEMENT.THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
FOR THE PLACEMENT OF EMBANKMENT.THE ENGINEER RESERVES THE RIGHT TO MAKE MINOR ACROSS DITCH. STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY
ADJUSTMENTS OR REVISIONS IN LINES OR GRADES,IF FOUND NECESSARY.AS THE WORK SITE AREA DESCRIPTION STABILIZATION TIME FF FAME EXCEPTIONS 3. INSTALL AROUND INLETS AND ADDITIONAL CUT AREAS. MEASURES USED TO TRAP SEDIMENT.
PROGRESSES DUE TO DISCREPANCIES IN THE PLANS OR TO OBTAIN SATISFACTORY PRIMETER DIKES,SWALES,DITCHES,SLOPES 7 DAYS NONE 4. ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC
CONSTRUCTION. STREETS MUST BE REMOVED IMMEDIATELY.
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES>50'IN LENGTH
5.2. STONES OR ROCK FRAGMENTS LARGER THAN 2"IN THE GREATEST DIMENSION WILL NOT BE TRENCH GROUND 5. WHEN NECESSARY,WHEELS MUST BE CLEANED TO REMOVE SEDIMENT
PERMITTED IN THE TOP 5"OF THE SUBGRADE. ALL OTHER AREAS WITH SLOPES<4:1 14 DAYS NONE BOTTOM LINE TRENCH PRIOR TO ENTERING A PUBLIC STREET.WHEN WASHING IS REQUIRED,IT
6. FORMATION OF EMBANKMENTS BOTTOM SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH
DRAINS INTO AN APPROVED SEDIMENT BASIN.
6.1. EMBANKMENTS SHALL BE FORMED OF SATISFACTORY MATERIALS PLACED IN SUCCESSIVE 6. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL.
HORIZONTAL LAYERS OF NOT MORE THAN 6"IN COMPACTED DEPTH FOR THE FULL WIDTH OF GENERAL NOTES:
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 1. FENCE FABRIC SHALL BE A MINIMUM OF 32"IN WIDTH AND SHALL HAVE A
BE
REASONABLY FREES OF ORGANIC MATTER SUCH AS LEAVES,GRASS,ROOTS,AND A YROSS SECTION OR AS DIRECTED.ALL MATERIALS ENTERING THE EMBANKMENT SHALOTHER MINIMUM OF 6 LINE WIRES WITH 12"STAY SPACING. 2 DETAIL-CONSTRUCTION ENTRANCE
OBJECTIONABLE MATERIAL. 2. FILTER FABRIC SHALL BE MIRAFI 100 FABRIC OR EQUIVALENT.BURLAP
CANNOT BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD MORE 2]QQ] N.T.S.
6.2. OPERATIONS ON EARTHWORK SHALL BE SUSPENDED AT ANY TIME WHEN SATISFACTORY THAN 30 DAYS.
RESULTS CANNOT BE OBTAINED BECAUSE OF RAIN,FREEZING WEATHER.OR OTHER
UNSATISFACTORY CONDITIONS IN THE FIELD.THE CONTRACTOR SHALL DRAG,BLADE OR MAINTENANCE NOTES:
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 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL
OBTAIN THE PRESCRIBED COMPACTION.WETTING OR DRYING OF THE MATERIAL AND AND AT LEAST DAILY DURING PROLONGED RAINFALL.ANY REQUIRED REPAIRS
MANIPULATION WHEN NECESSARY TO SECURE A UNIFORM MOISTURE CONTENT SHALL BE MADE IMMEDIATELY.
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 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE
AFFECTED SHALL BE DELAYED UNTIL THE MATERIAL HAS BEEN DRIED TO THE PROPER MOISTURE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY,
CONTENT,SPRINKLING SHALL BE DONE WITH APPROVED EQUIPMENT THAT WILL SUFFICIENTLY THE FABRIC SHALL BE REPLACED PROMPTLY.
DISTRIBUTE THE WATER.SUFFICIENT EQUIPMENT TO FURNISH THE REQUIRED WATER SHALL BE 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT.
AVAILABLE AT ALL TIMES. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 0.5 FT.IN
6.4. THE EMBANKMENT SHALL BE COMPACTED TO NOT LESS THAN 95%OF THE MAXIMUM DEPTH.
STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE.DURING CONSTRUCTION OF THE 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR
EMBANKMENT,THE CONTRACTOR SHALL ROUTE HIS EQUIPMENT AT ALL TIMES,BOTH WHEN FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM
LOADED AND WHEN EMPTY,OVER THE LAYERS AS THEY ARE PLACED AND SHALL DISTRIBUTE WITH THE EXISTING GRADE,PREPARED AND SEEDED.
THE TRAVEL EVENLY OVER THE ENTIRE WIDTH OF THE EMBANKMENT.CARE SHALL BE TAKEN.
HOWEVER,NOT TO OVERLOAD THE EMBANKMENT AREA WITH CONSTRUCTION EQUIPMENT. 5. PROVIDE OUTLETS WITH SEDIMENT FENCE AT LOW SPOTS FOR DEWATERING
6.5. IN THE CONSTRUCTION OF EMBANKMENTS,STARTING LAYERS SHALL BE PLACED IN THE LARGE AREAS(USE CLASS B STONE).
DEEPEST PORTION OF THE FILL;AS PLACEMENT PROGRESSES,LAYERS SHALL BE CONSTRUCTED
APPROXIMATELY PARALLEL TO THE FINISHED PAVEMENT GRADE LINE.THE CONTRACTOR SHALL �i�D ETAI L-SILT FENCE
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. 2]OO] N.T.S. �1
7. TESTING
7.1. THE OWNER WILL PROVIDE THE SERVICES OF AN INDEPENDENT SOILS TESTING FIRM FOR 4"DIA.RIP RAP 1 FT THICK 1/2'-3I4"
GRAVEL LAYER
PERFORMING TESTS AS ARE REQUIRED TO IDENTIFY MATERIALS,TO DETERMINE COMPACTION
CHARACTERISTICS,TO DETERMINE MOISTURE CONTENT,AND TO DETERMINE DENSITY OF FILL IN 2.5.1 MAX 2.5.t MAX
PLACE.THESE TESTS PERFORMED WILL BE USED TO VERIFY THAT THE FILLS CONFORM TO THE 6
REQUIREMENTS OF THE SPECIFICATIONS.
CHANNEL GRADE < FLOW
6"MIN
EROSION AND MAINTENANCE CONTROL SCHEDULE: NON-WOVEN
GEOTEXTILE FABRIC C o
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 ��D ETAI L-TEMPORARY ROCK CHECK
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS.
3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND AT THE INLET 2]��] N.T.S.
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.
IHEREBYCERTFVTHATTHIS „AU10HUHMip I ASESHOWN SSE MILLIMETERS
ENGINEERINGDOCUMEN WAS W �,o��N E6AR o MONARCH BIOENERGY
DIMENSION TOLERANCE
PREPARED BY MEORUNDERMY c `Q O A 2024-08-22 ISSUED FOR REVIEW RAF SMH KPL RAF (UNLESS OTHERWISE
=y< = Q� RW SPECIFIED) ANGLES ems° REGISTER, NC ROESLEIN
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TOP OF BERM
N
04 N
N
------------------- ------------------------------------------- —HIGH PUMP OPERATING HEIGHT
----------------- ------------------------------
----------— ---------------- LOW PUMP
0
fV
WET WELL LATERAL
z
CENTER OF PIPE
4
12"WET WELL LATERAL N TOP OF SLUDGE
BOTTOM OF LAGOON
DIGESTER OPERATING LEVELS
scuE slzE MILLIMETERS:
,��N'C'A'Ru, As SHOWN E ROESLEIN&ASSOCIATES,INC.
�� ♦ DIMENSION TOLERANCE X �'S
.xx
FES / /♦� 0 (UNLESS OTHERWISE .xxx =.o.oto
xElsIGNGESRIRTIN Nv °R CHX°P�7 SPECIFIED) ANGLES —5- RING DESIGN STANDARD ROESLEIN
$ FRACTIONS: INCHES: AREA 1 000
p p z ev ev AREA
MACHINED vaRrs =:
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NCLVONG to USCSRCT On t838ANO tr LAC SRCTON,O1 naeq.RORSV=N A ASSOCATRS,NC.RRSRRVRSUL—IT, HOLE LOCATIONS ON
DING ALL DESIGN MAN—TURING,REPRODUCTION,THISWELDED ASSEMBLIES XX =t.C1C
TYPICAL LAGOON
_.NOs
XXXENGINEERS•MANUFACTURERS•CONSTRUCTORS
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NOTES:
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.
NOTE 1
PERIMETER PIPING
80-MIL HDPE
FLOATING COVER
4
ih
NOTE 2
WELD
COVER/LINER
HERE
60-MIL HDPE --------
LINER ---------------------------
COMPACT THE BOTTOM SOIL.
ANCHOR TRENCH
PLAN VIEW
SCALE S¢E
,11p111111Nry,
E MILLIMETERS:
CAR " x =Ds ROESLEIN &ASSOCIATES, INC.
DIMENSION TOLERANCE
O A 03MAV24 ISSUED FOR INFORMATION SJS JJK KPL (UNLESS OTHERWISE
SPECIFIED) ANGLESs RNG COVER STANDARD ROESLEIN
s DR N cHMD APPD
FRACTIONS: INCHES: AREA 1000
aev ogre REv s ory DsscR RT oN
Q56059
MACHINED PARTS
rxlsDocuMENr uorvcwax rs DESIDrvs Mww«ow AND D•wvnNos A_ A_DExnu AxD xmPn ErAm xronMAnoN treA
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ANDRDEaAL LAW xcwD ND rousesEcnaN tes3 AxD nuscsEcnox tat meet'.RDESLErvaAssacwn=.s xc.ArvD aaESLEry HOLE LOCAT ONS ON �,°1°
CA, °ASSEMELES ANCHOR TRENCH
N wELDE t932 moos ENGINEERS•MANUFACTURERS CONSTRUCTORS
G LINEAR
DIMENSION ONTS =*Ill.
ANGLES= ANGLES =!Q5° SHEET REV
,,,;r �No• INSTALLATION DETAILS DWG.
filial ANDALLDDPI.-ERED.�x�Ts RA-STD-253-2 OF
A
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NOTES:
1. TWO EMERGENCY VENTS REQUIRED PER
LAGOON, ONE AT EACH END OF THE
LAGOON FURTHEST FROM THE BARNS.
FLOATING COVER
1
6"PERIMETER PIPING
2
DAYLIGHT OUT BERM
4
3
LAGOON EMERGENCY VENT PORT
ELEVATION VIEW
BILL OF MATERIALS
TAG DESCRIPTION SPEC SIZE QTY
1 TEE HP01 6" 1
2 BUTTERFLY VALVE BUF05-LEVER 6" 1
3 PIPE HP01 6" -
4 90°ELBOW HP01 6" 1
s uE slzE
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DIMENSION OT RWISCE
O A 03MAV24 ISSUED FOR INFORMATION SJS JJK KPL (UNLESS OTHERWISE
z�Q� ��� SPECIFIED) ANGLES ZsD RNG COVER STANDARD ROESLEIN
s wx°HMD APPD
FRACTIONS: INCHES: AREA
I7E A 1 000
aEv onre REvs ory DESCRIPTION ory FiR Fi
z sr sr sr
Q56059
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AND FEDERU LAw,xcwD xctsuscs[cnax tes3 AxD nuscsEcnox tat mee".RDESLE xSAssxwres.xc.Ax-LEN HOLE LOCATIONS ON
PR RY °ASSEMBLIES LAGOON EMERGENCY VENT PORTS
N wELDE -xtraz r.000z ENGINEERS MANUFACTURERS CONSTRUCTORS
G LIN DIIRAENSION ONi =t1118
ANGLES= GLES =!Q5" SHEET REV
,,,;r �No• INSTALLATION DETAILS DWG.
AxDAGCOPIE"xER D.xITE RA-STD-255-2 1 GF1 A
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NOTES:
1. 45' HOSE LENGTH IS BASED ON RAINWATER
PUMP BEING CENTERED WITH THE
55' 55' FLOATING COVER AND BEING 10' FROM THE
EDGE OF THE COVER. CALCULATIONS ARE
REQUIRED IF RAINWATER PUMP LOCATION
F DIFFERS.
>azs�
CUSTOM STRAINER 2. WHEN INSTALLING, ENSURE THAT
SEE DETAIL'IF" DISTANCE BETWEEN TRANSITION PIECES/CAMLOCKS WILL NOT
STRAP WELDS=24" TEAR COVER.
HDPE STRAPS. 3. HDPE STRAPS &APRON SHALL BE SAME
SEE DETAIL"C" FLEXIBLE HOSE.
THICKNESS AS COVER MATERIAL.
FLEXIBLE HOSE. SEE DETAIL"B" 8" 4. SEE RA-STD-293 FOR RAINWATER FLEX
SEE DETAIL"A" APRON(NOTE 3) FLOATING COVER HOSE ASSEMBLY DETAILS.
5. SEE RA-STD-257 FOR BALLAST PIPE DETAILS.
NOTE —J ----
BALLAST PIPING
RAINWATER REMOVAL PUMP 18"
SEE DETAIL I'D" 42„
FOR PIPE ORIENTATION
30'
cQDETAIL C: FLEX HOSE ANCHOR STRAPS
r5
COVER ANCHOR STRAPS CUSTOM STRAINER
SEE DETAIL"E" SEE DETAIL"F"
RAINWATER REMOVAL SUCTION PIPE
PLAN VIEW
COVER BERM
30'
BERM COVER
30, NOTE 1
3"HOSES,45'LONG
10, 10,
MALE CAMLOCKS
NOTE1
3"HOSE,45'LONG
FEMALE
10' 10, MALE CAMLOCKS CAMLOCKS
3"SDR 17 NOTE 2
FEMALE CAMLOCKS
[NOTE2
REPAD FEMALE
CAMLOCKS
REPAID 3"SDR 17
NOTE 3
NOTE 3 10"WIDE ANCHOR STRAP.
10"WIDE ANCHOR STRAP. EXTRUSION WELDED TO APRON(NOTE 3).
EXTRUSION WELDED TO APRON(NOTE 3). SEE DETAIL"C".
SEE DETAIL"C".
'a DETAIL A: FLEX HOSE INSTALLATION B DETAIL B: FLEX HOSE INSTALLATION
D2SE NOTE 4
NOTE 4
10,
COVER PUMP SUCTION PIPE
APRON(NOTE 3) (3"SDR 17)
NOTE 3
10"WIDE,
ANCHOR STRAPS
F7:::7 Z
APRON
(NOTE 3) FLOATING COVER
—C =-------------------------------------------
NOTE5 6"BALLAST PIPING. o DETAIL D: COVER PIPE ORIENTATION
SID2562
E DETAIL E: COVER ANCHOR STRAPS
m2%
SCP E SIZE
,`„11pL111111IryI E MILLIMETERS: ,... �
CARC7" DIMENSION TOLERANCE X ;o ROESLEIN&ASSOCIATES,INC.
UNLESS OTHERWISE xxx =*o p
A 03MAV24 ISSUED FOR INFORMATION SJS JJK KPL ( SPECIFIED) ANGLES =.E RNGCOVERSTANDARD ROESLEIN
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_ FRACTIONS: INCHES: AREA
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HOLE LOCATIONS ONS
°ASSEMBLIES *'�_ coos RAINWATER REMOVAL SUCTION PIPE
NG EF.�O DIMENSIONS ON =:me =n000z ENGINEERS•MANUFACTURERS•CONSTRUCTORS
STRUCTURAL WELDMENIS ANGLES =!Q5° SHEET
ANGLES=* INSTALLATION DETAILS DWG.
•,,,III�LL�,,.• "wALTBM .HEREOFINITs RA-STD-256-2 1 DF1 R A
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NOTES:
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, 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.
6. COVER CONTRACTOR TO SUPPLY
MANUFACTURED BOOT.
7. SEE PIPING ALIGNMENT DRAWINGS FOR
STUB UP LOCATION.
8. VALVE SHALL BE INSTALLED PRIOR TO
COVER INSTALLATION.
NOTE 1 3 9. BUTTERFLY VALVES SHALL BE INSTALLED IN
F— — — — — — — — — — — — — — THE OPEN POSITION AND TURNED CLOSED
AFTER INSTALLATION.
10.BOLTS AT TOP OF BUTTERFLY VALVE
FLOATING COVER 9 8 7 6 CONNECTING TO ABOVE GRADE PIPING IS
3 TO BE SUPPLIED BY ROESLEIN.
5 NOTES 7,8,9,10
4 1
2 NOTE 5 = = = = _ _ = = = = = = = =
HIGH EFFLUENT HII 1H III
_= = = 8"INVERTED TEE IN LINE
NOTE 6 NO POCKETS WITH PERIMETER PIPING
10 NOTE 4 NOTE 5 3 8"PERIMETER PIPING FLOATING COVER
a)
2%SLOPE
III � NOTE 3
I=III IIIIIIII
1 II I�1111 II1
LOW EFFLUENT - _ - =III- A
I1 I II I I I I I I I II I I1 I I1 I =
STD
as�
IIIIIIIIIIII=III=1 BOTTOM OF TEE MUST BE ABOVE - U
IIIIII1I1I=III 6" 6"LAGOON HIGH WATER LEVEL
8"LINE TO ABOVE 0
11 GRADE DRAW OFF U
Q
IIIIIIIIIIIIIII111IIIIIIIIIII 0
I I I I III I I I 1 11 I I 1=1
a
4"DRAIN LINE W
TO LAGOON PIL
0
v
BOTTOM OF ANCHOR TRENCH
a DETAIL A. BIOGAS EXTRACTION POINT
BIOGAS DRAW-OFF INSTALLATION sTa1 SECTION VIEW
ELEVATION VIEW
3
BILL OF MATERIALS
TAG DESCRIPTION SPEC SIZE OTY
1 PIPE HP01 8" VARIES
2 PIPE HP01 4" 20'
3 90 ELBOW HP01 8" 1
4 ECCENTRIC REDUCER HP01 8"x 4" 1
5 TEE HP01 8" 2
6 FLANGE ADAPTER HP01 8" 1
7 BACKUP RING HP01 8" 1
8 MACHINE BOLT HP01 %"x 3" 8
9 BUTTERFLY VALVE BUF05 8" 1
10 22.5 ELBOW HP01 4" 1
SCALE SIZE
3 24FEB24 ADDED NOTE 10,REVISED BOLT SIZE CBE SJS CBE KPL MILLIMETERS INC.�N OAR 1 2 MAY23 SSUEDFFORCONS2 2aJUN23 UPDATED BILL OF TRUCRION BE SJS KIP CD DIMENSION TOLERANCE ROESLEIN&ASSOCIATES, C
Q- FEES/ / UNLESS OTHERWISE -�010
O 0 03APR23 ISSUED FOR CONSTRUCTION CBE SJS KPL CD
CHKD� SPECIFIED) GLEE —s° RNG PIPING STANDARD ROESLEIN
$ FRACTIONS: INCHES: AREA/\ 1 000
RA DATE REvs ON DESCRPrM er f111 f1
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MACHINED PARTS :trey
TH s oocDMsxT rionevnTH ITS DESIGNS xNow«owANo DRAWINGS,coNTA ns coNE oErTALAND vnovR sTARv
NPGRMAr on rxAT STHS PROPsmroP RossLENSAssoCATss INC AND svaorec.eo unoea srAre AND reoERuu x
N0.U0 uG to USCSECT ON 103E All 11 USE SEET01 101 nwq.30[Su=na nsSOCATES,NC.RESERVES—PATENT, HOLELOCAT ONSON aT32
N rD'HGNTANDGTRERPROPR—PYRIGHTSTOTHISDOCUMENT.INELUDINGALLDESIGN,MANUFACTURINGREPRODUCTON, WELDEDASSEMBDES xDDs BIOGAS DRAW-OFF
0' E Q� DUST 'UU LINEAR mMMENSIOOMeers 1"s ENGINEERS•MANUFACTURERS•CONSTR�.Fj
RS
N � MILES x.015 SHEREV
HAS BEENGREESTGMMEDICT P1EtiRNE11PIN I—EQDGCUMENTA"DALE ANGLES = INSTALLATION DETAILS DWG.
\�O RA-STD-261-1 1 3
SSPIROS1623 6113/202412:18:26 PM S:\PROCESS&ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS&DETAILS\01 AREA 1000\COVER DRAWINGS\DWG FILES\RA-STD-261-1.DWG 09/03/2024 DO NOT SCALE PRINT NO.

NOTES:
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
III —III—III—III—III—III—III—III—III—III—III—III—III—III—III—III— DETAILS. FOR CLAY LINED LAGOONS,
ADHERE TO NOTE 4.
—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III 6. TOP OF PIPE NEEDS TO END 2' BELOW THE
III III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III— LOW EFFLUENT. SEE RA-STD-251 FOR
—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III OPERATING LEVELS.
I III III III III
II II II -_ _ _ _ _ _ _ _ _ _ _ _
III III III III
III III III III III III III III III III III III III III III III
III III III III III
—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—
=III III III III III III III III III III III III III III III III III I
IRRIGATION SUCTION
PLAN VIEW
NOTE
3 FLOATING COVER
2
r_
NOTE 3
=III— HIGH EFFLUENT
—III—III— �
1
NOTE
LOW EFFLUENT
NOTE 6
NOTE 1,5
— IIII
III—III-
IRRIGATION SUCTION
ELEVATION VIEW
BILL OF MATERIALS
TAG DESCRIPTION SPEC SIZE QTY PO DESCRIPTION
1 PIPE HP01 12" 40' IRRIGATION SUCTION
2 BLIND FLANGE HP01 12" 1 IRRIGATION SUCTION
3 FLANGE ADAPTER HP01 12" 1 IRRIGATION SUCTION
4 BACKUP RING HP01 12" 1 IRRIGATION SUCTION
5 GASKET,FULL FACE HP01 12" 1 IRRIGATION SUCTION
6 STUD BOLT HP01 7/8"x 6" 12 IRRIGATION SUCTION
s A E SEE
GAR -1 As sHowN E MILLIMETERS: ROESLEIN&ASSOCIATES,INC.
DIMENSION TOLERANCE 'xx 'I
(UNLESS OTHERWISE -oi
;= Q ��; SPECIFIED) ANGLES o ° RNG PIPING STANDARD ROESLEIN
s WN cHrcD P
_ FRACTIONS: INCHES: AREA
�p E/\ 1 000
aEv onre REvs ory DEscR Pr wa Dv 1111 !1
Q56059 — w,
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TH s o°cDMENT ALonG wTH Ts oss Dns xrvow Rowa�o oRaw rvcs coNTans cony oEn,uLAND PROPR Bran
1—INraNTRATSTHE PRGSAID'F RoesLENSASsocuTEs Nc.AND SPROTEcreD urvDER STATe AND rEDeRALu .x =_°z°
rvCLVONANDG to USCSECT On t838An0 tTUSC SECT On tO�naeq.ROEsv=n BAssOCArEs,rvC.RESERVES uLPAnEnT, HOLE LOCATIONS ON xx
T_ER
EXRRESSLY
DR RIGRr NDDTRERPRGRRIET R RIGH GrG HIS DOCUMENT.—DINGWNH_ALLDE°IGN MANUI-T°RNI.G,REP'joRODUCTION. WELDED ASSEMBLIES � IRRIGATION SUCTION
.000z ENGINEERS•MANUFACTURERS•CONSTRUCTORS
T LINEAR DIMENSIONS ON
C�G/N E�;�� USEINSNl.RMATIGN STRUCTURAL WELDANGLES =tt118 ANGLES =!Q5° SHEEP REV
. K. MENTAGREE°TGMMEDMrELrREnRNDRDESRDrrHSDDDMENrNDALL
IN
INSTALLATION DETAILS DWG. RA-STD-264-2 1DR1
SSPIROS1623 V 71202410:38:30 AM S:\PROCESS&ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS&DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RASTD-STD -2.DWG 09/03/2024 DO NOT SCALE PRINT NO.

NOTES:
1. REFERENCE DIMENSION. REFER TO FARM
OPERATOR FOR EXACT LOCATION.
2. SEE DRAWING RA-STD-253 FOR ANCHOR
TRENCH DETAILS.
3. FOR PLASTIC LINED LAGOONS, SEE
RA-STD-270 FOR LINER PENETRATION
DETAILS. FOR CLAY LINED LAGOONS,
ADHERE TO NOTE 4.
4. A BENTONITE SLEEVE, 6" MINIMUM
THICKNESS, SHALL BE COMPACTED
AROUND THE FULL DIAMETER OF THE PIPE,
EXTENDING BACK 36" FROM THE PIPE
PENETRATION. ALL BACKFILL SHALL BE
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
5. TOP OF PIPE MUST BE 12" BELOW LOW
LAGOON LEVEL.
6. DEPTH TO BE DETERMINED BY EXISTING
SEWER PIPE BURIAL DEPTHS.
7. BUTTERFLY VALVES SHALL BE INSTALLED IN
THE OPEN POSITION AND TURNED CLOSED
AFTER INSTALLATION.
8. FOR CLAY LINED LAGOONS, SEE RA-STD-284
FOR EARTH ANCHOR INSTALLATION
DETAILS. FOR PLASTIC LINED LAGOONS, SEE
DETAIL "A".
9. VARIES. SEE PIPING ALIGNMENT DRAWINGS
FOR PIPE SIZES.
10.BALLAST PIPE TO HAVE SAME SIZE AS
SEWER PIPE. HDPE STRAP WELDED TO
BALLAST PIPE AND SEWER PIPE.
11.SEE RA-STD-289 FOR MIXING SYSTEM
13 12 1 FLOATING COVER DETAILS.
12.COVER CONTRACTOR TO SUPPLY
10'MAX-NOTE 1
MANUFACTURED BOOT.
z �
w
r
N 2 3 4 5 TOP OF BERM z 11
NOTE 3 10
NOTE 12 NOTE 8 HIGH PUMP
------- --------------------------- OPERATING HEIGHT
------------------------------------- LOW PUMP
NOTE 2
9 8 7 NEW SEWER LINE(NOTE 4) 1 Lo
NEW/EXISTING SEWER LINE 10 3 11 w
0
O
z
MIXING SYSTEM LINE(NOTE 11)
SEWER CLEANOUT
ELEVATION VIEW
5'-0"
NOTE 10 NOTE 10
BILL OF MATERIALS
TAG DESCRIPTION SPEC SIZE QTY
1 BLIND FLANGE HP01 8" 1
2 FLANGE ADAPTER HP01 8" 1
3 BACKUP RING HP01 8" 1
4 GASKET HP01 8" 1
5 MACHINE BOLTS CS05 3�4"x 3" 16
6 PIPE,SDR 17 HP01 8" 20'
NOTE 9 7 WYE,HDPE IPS SDR 17,REDUCING 45 DEGREE LATERAL HP01 X"x X"x 8" 1
NOTE 9 8 GASKETED REPAIR COUPLER,PVC SP-1005A-XX X" 1
NOTE 9 9 ADAPTER,PVC GJ SCH 40 x SPIG SDR 35 ADAPTER SP-1005B-XX X" 1
NOTE 9 10 PIPE HP01 X" 50'
NOTE 9 11 22.5"ELBOW HP01 X" 2
12 PIPE HP01 1" -
13 BALL VALVE HP01 1" 1
HDPE STRAP
A DETAIL A. BALLAST PIPE HDPE sTRAP „o���°C �.,, �"E G'�E MILLIMETERS:
,`�N CARO,c�1� DIMEN1IONTOLERANCE1° ROESLEIN&ASSOCIATES,INC.
TQ�� JOQ-�OFESS/ /� (UNLESS OTHERWISE .XXx 0t
SPECIFIED) ANGLES m•° RNG PIPING STANDARD ROESLEIN
WEIGHT FILLED BALLAST _ e wN c a:0
$ FRACTIONS: INCHES: AREA 1 000
REV DATE REVsoNDESCRRr SN Er sv AREA Q56059 — w,
PARTS =*
rHsoccOMENr a�oncwrH rs Dss Gns"Now nowANO DRaw NGs coNruNs caNE OsnrwLanO RRORR cram MACHINEDv trea
NroRMAr aN,xA,sTHe RRaReRrvoR RoesLENSAssocuTes INC AN sRROTecreo uNDeRSTATe Ano REDeRALuX
NCLVGNGtoUCCSECT Onte3"AnGtrUSC SECT OntCOCUM.T.INCLnINEXCE TOTHE EXTENT SAID RIGHTS AREGALLESIG NC.RESERv RING REPROD WELDED ASSEMATIONSBLIES
IE XX -DID
ANDWELDED SEWER CLEANOUT
NG E� wELDE '*t" Xxxxxxx� moos ENGINEERS•MANUFACTURERS-CONSTRUCTORS
T LINEUCTDDIMENSIONSON
N ,, A ANGLES ANGLES SHEEP REV
AS S TM E HOLD E SO FT CUMENTAGREE°T.IMMEDwTELISEnRNOR°EW.ITHSG.UMENTAN°LL INSTALLATION DETAILS DWG. RA-STD-265-2 1GE1
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NOTES:
1. REFER TO FARM OPERATOR FOR EXACT
LOCATION.
2. 6" POWER FLUSH INSTALLED
APPROXIMATELY 1 S"ADJACENT TO SEWER
LINE CLEANOUT. SEE RA—STD-265 FOR
DETAILS.
3. SEE DRAWING RA—STD-253 FOR ANCHOR
TRENCH DETAILS.
4. FOR PLASTIC LINED LAGOONS, SEE
RA—STD-270 FOR LINER PENETRATION
DETAILS. FOR CLAY LINED LAGOONS,
ADHERE TO NOTE 5.
5. A BENTONITE SLEEVE, 6" MINIMUM
THICKNESS, SHALL BE COMPACTED
AROUND THE FULL DIAMETER OF THE PIPE,
EXTENDING BACK 36" FROM THE PIPE
PENETRATION. ALL BACKFILL SHALL BE
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
SEWER CLEANOUT I IIII
l I
I IIIII I
I IIIII I
I IIIII I
I IIIII I
NOTE 1 I IIII
NOTE2 I IIIII
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 l
POWER FLUSH
PLAN VIEW
2 3 4 5
6
FLOATING COVER
NOTE
4
(V
TOP OF BERM
— I _
.........
L HIGH PUMP
NOTE 3
1
z 3
LOW PUMP
(V
SEWER LINE LOW LAGOON
NOTE 5
1
NOTE
4
POWER FLUSH
ELEVATION VIEW
1
BILL OF MATERIALS
TAG DESCRIPTION SPEC SIZE QTY
1 PIPE HP02 6" 60'
2 FLANGE ADAPTER HP02 6" 1
3 BACKUP RING HP02 6" 1
4 GASKET HP02 6" 1
5 STUD BOLTS W/NUTS HP02 3/y"x 4%4"LG 8
6 BLIND FLANGE HP02 6" 1
S P E SIZE
MILLIMETERS:
CAR ,c�1� 28JUN23 UPDATED BILL OF MATERIALS BE S S KP DC L M DIMENSION TOLERANCE X 1" ROESLEIN&ASSOCIATES,INC.
Q-�OFESS/ /�� 0 08JUN23 ISSUED FOR CONSTRUCTION CBE SJS KPL MDC (UNLESS OTHERWISE -. -*o.Oto
SPECIFIED) -.LEE RNG PIPING STANDARD ROESLEIN
sREVISIONRwN HMD A E
_ FRACTIONS: INCHES: AREA
I7E A 1 000
p Dnn= DsscR riloN av xv xv xv F1R Fi
p tt
Q56059 w, -*
iHSDocU 11xi ALoxcwRH re DESGxSxxO N'&N DI—SI C.AND IS PROTECTD UN E A r A Erary MAC NED PARrs trey
xroxNnr ax ixni siHe ERDEexrr or RoesLexanssoc Hies xc nxo svxorecreo uxoex since nxo reoexu Ln .x =_021
xeLUD xs to use sEenOx tesaaxD ti use sEenox ia1e�xq.xoESLENaassocaiEs INC.xEs[RVEs uLEni—ENT, HOLE LOCATIONS ON -t010
DASSENaLIEs
"2 POWER FLUSH
_.oDE
rc "GALL - ENGINEERS•MANUFACTURERS•CONSTRUCTORS
NO' E RUcru WE DIMENSIONS
=*vis ANGL =*.000z
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�. MExiwSEES,aII'ED..Ll"Elu..D DEsi"D1i.11D.GNENT.xD L ANGLES= INSTALLATION DETAILS DWG.
COPIES THEREOF iN ITS RA—STD-266 1 OF 1
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NOTES:
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.
FLOATING COVER
5
NOTE 3
4 6 7 8
4
VMIN
Do
2 6 7 8 Do TOP OF BERM/GRADE
HIGH PUMP
1 w
\ 3 0
z
4
NOTE
1
NOTE4
3
z
LOW PUMP
LOW LAGOON 4 ( 4
OFF-SPEC LAGOON TIE IN
ELEVATION VIEW
1
m
U/G PIPE
m
------------
LAGOON
U/G PIPE
BILL OF MATERIALS
TAG DESCRIPTION SPEC SIZE CITY
1 PIPE HP01 8" 25'
2 TEE HP01 8" 1
OFF-SPEC LAGOON TIE IN 3 REDUCER,ECCENTRIC HP01 8"x4" 1
PERIMETER PIPING PLAN VIEW 4 90 ELBOW HP01 8" 5
5 BUTTERFLY VALVE BUF05 8" 1
6 FLANGE ADAPTER HP01 8" 2
7 BACKUP RING HP01 8" 2
8 MACHINE BOLT HP01 3/4 x 3" 16
S P E SIZE
,��p1111I11/2TT MILLIMETERS:
OAR 1 28JUN23 UPDATED BILL OF MATERIALS CBE SJS KPL MDC DIMENSION TOLERANCE �"mIC ROESLEIN&ASSOCIATES,INC.
�OQ-�OFESS/ /��� 0 0&IUN23 ISSUED FOR CONSTRUCTION CBE SJS KPL MDC (UNLESS OTHERWISE %%% -op
SPECIFIED) ANGLES RNG PIPING STANDARD ROESLEIN
s WN cHND
_ FRACTIONS: INCHES: AREA 1000
asv onre REvs oN DEscR Rr wa "r
Q56059 w, -*
rHs"ocuMEnr nLoxc witH rs"ss cxs lDww nowAI�D DRnw ncs conrAIns cony DEnrwLnnD RaoRa ErAI�v MACH NED RnRrs vsa
'CW"r Gn rnnr srHE RRGRERrr'RDssLEnaossoc Rnc um sRRDrecreD unDESONVISnnD INT,a .x
O—IGHT AND OTHER
MOPSSnn RICH SEDTIDNTSTOTHIStDM DOCUMENT,INCLUDING
ALL-I nD.RESEa URING n"Enr, WELDED ASSEMBLIES
S EMBONS IE K,y =t010
WE AND SALES MGNTSTHERETD,E.CERrroTHE EX ENT SAID RIGNTs"E'RRESS" MAN —E�GFCD.CUME WELDED DIMENSIONS
N '*tr'2 OFF-SPEC CONNECTION ENGINEERS•MANUFACTURERS•CONSTRUCTORS
NG �� T LINEARUNIRNEL WIELDMENTS =*1118 ==005
yL�v` .XXXX =t0002
F.
GHASUMENTAGREESTGIMMEDNrELr RETURN'UPON DESNRDYTHISDOCUMENr'L""ANDAL ANGLES=*1° OGLES =!05° SHEEf REV
INSTALLATION DETAILS DWG. RA-STD-267 1GE2 1
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NOTES:
1. TOP OF PIPE MUST BE 18" BELOW THE LOW 7. VALVE BOX TO BE 2' BACK FROM THE BACK
LAGOON LEVEL. TOE OF THE BERM, APPROXIMATELY 12'
2. SEE DRAWING RA-STD-253 FOR ANCHOR FROM THE INNER EDGE OF THE BERM.
TRENCH DETAILS. 8. SEE RA-STD-287 FOR VALVE BOX
3. FOR PLASTIC LINED LAGOONS, SEE INSTALLATION DETAILS.
RA-STD-270 FOR LINER PENETRATION 9. COVER CONTRACTOR TO SUPPLY
DETAILS. FOR CLAY LINED LAGOONS, MANUFACTURED BOOT.
ADHERE TO NOTE 4. 10.1-OCATION FOR VACUUM BREAKER WHEN
4. A BENTONITE SLEEVE, 6" MINIMUM REQUIRED.
THICKNESS, SHALL BE COMPACTED 11.FOR CLAY LINED LAGOONS, SEE RA-STD-284
AROUND THE FULL DIAMETER OF THE PIPE, FOR EARTH ANCHOR INSTALLATION
EXTENDING BACK 36" FROM THE PIPE DETAILS. FOR PLASTIC LINED LAGOONS, SEE
PENETRATION. ALL BACKFILL SHALL BE DETAIL "A".
COMPACTED TO 95% STANDARD PROCTOR 12.BALLAST PIPE TO HAVE SAME SIZE AS
DENSITY. SEWER PIPE. HDPE STRAP WELDED TO
5. SEE RA-STD-284 FOR EARTH ANCHOR BALLAST PIPE AND SEWER PIPE.
INSTALLATION DETAILS. 13.ADD RUB SHEET TO COVER.
6. DEPTH AS REQUIRED BY PIPING ALIGNMENT
DRAWINGS.
NOTE 8
FLOATING COVER
NOTE
4 13 —
8 7 6 5 ° 14
NOTE 13
9
z_ Do
TOP OF BERM LU
o
3
HIGH PUMP
----- OPERATING HEIGHT --------------------------------------- 1
LOW PUMP
---------------------------------
NOTE 3 1 NOTE 10
1 10 12 11 ',I
EXISTING SEWER LINE
1 NOTE 2 1
3
° L-------- -------------------
0
3
— 1 3
LAGOON FORCED SEWER
ELEVATION VIEW
BILL OF MATERIALS
TAG DESCRIPTION SPEC SIZE CITY
1 PIPE,HDPE HP02 NOTE 6 50'
2 22.5"ELBOW HP02 NOTE 6 1
3 45"ELBOW HP02 NOTE 6 1
4 BLIND FLANGE HP02 NOTE 6 4
5 FLANGE ADAPTER HP02 NOTE 6 1
6 BACKUP RING HP02 NOTE 6 1
7 GASKET HP02 NOTE 1
8 MACHINE BOLTS CS05 3�4"x 3" 16
9 PIPE,SDR 11 HP02 NOTE 6 20'
10 WYE,HDPE IPS SDR 11,REDUCING 45 DEGREE LATERAL HP02 NOTE 6 1
11 GASKETED REPAIR COUPLER,PVC SP-1005A-XX 10" 1
12 ADAPTER,PVC GJ SCH 40 x SPIG SDR 35 ADAPTER SP-1005B-XX 10" 1
13 PIPE HP01 1" -
14 BALL VALVE HP01 1" 1
SCALE S.
E MILLIMETERS:
CAR DIMENSION TOLERANCE 10 ROESLEN&ASSOCIATES,INC.
(UNLESS OTHERWISE
SPECIFIED) ANGLES — RNG PIPING STANDARD RORSLEIN
s WN cHrcO AP
_ FRACTIONS: INCHES AREA 1000 6
aEv onre REvs oN DEscR Pr wa By
Q56059 — w,
MACHINED PARTS =x,IEA
rH s o°cuMENT ALonG wrH Ts oss Bns xNow nowANo onaw NGs coNTans cony oENTIALANO PaoPn Bran
N—DIN BN TxnT—ION "AND 17-5LENsnsso""Nc.'NAs A'.=reo uuoESERVE nNorTENT, x =_°z°
NCLUDGHT AND OTHER ON t898ANBtr IOMTETT HIS GOC MENT.-DI GALL ESIG HANUI TURINGEALL REPENT, WELDED ASSEMBLIES
IE xx _y,pID
CBE.ANDSAL SRITHTSTHERETO.E=RIDHTOTHEEXTENT SAIDRI HTSMEGALLDEI-YGRANDEATT°RND,REPRODBCTBN. WELDEDASSEMELIES � LAGOON FORCED SEWER
7' LINEARxzxx .ouoz ENGINEERS•MANUFACTURERS•CONSTRUCTORS
T STRUCTURAL
URAL IONS ON
RUCTURALWELDANGLESt/'S ANGLES =!Q5° SHEET REV
�m° CUMENWHICH—--REEST°,MMEDwrELrRETLRNBRDESTROYTHISDOCUMENTANDALL INSTALLATION DETAILS DWG. RA-STD-269 1 OF1
fill
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NOTES:
1. BENTONITE SLEEVE TO EXTEND BACK FROM
THE TOP OF THE PIPE PENETRATION BY AT
LEAST 36".
2. ALL BACKFILL IN PIPE TRENCHES SHALL BE
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
EXISTING LINER
6" 3'-0" 6"
WELD ALL AROUND EDGE
Y2'THICK
HDPE PLATE
SKIRT,6'-0"X 4'-0"SAME
to MATERIAL AS LINER
BENTONITE SEAL EXTRUSION WELD
MINIMUM 6"THICK
AROUND THE FULL
5'1 X 3'-0"HDP_E PLATE DIAMETER OF THE
Y2"THICK PIPE AND EXTEND
THE FULL WIDTH
OFTRENCH
WELD ENTIRE SEAM
3'MIN.(NOTE 1)
PIPE
0
in
EXISTING LINER
95%COMPACTION
(NOTE 2)
I
QD
WELD Y2'PLATE TOSKIRT EXISTING LINER PENETRATION DETAIL
AROUND PERIMETER
PENETRATION REPAIR PATCH
SCALE -E
AS SHOWN E MILLIMETERS: ,
���N CAR " x D.5 ROESLEIN&ASSOCIATES, INC.
ESA/ C1/��� DIMENSION TOLERANCE
O 0 OTDEC23 ISSUED FOR CONSTRUCTION CBE SJS KPL CD (UNLESS OTHERWISE
z�Q� SPECIFIED) ANGLES RNG PIPING STANDARD ROESLEIN
HE DATE RE ISIDNDES RIPTIN sy DRwN cHKD APPD
p $ p y xr xr xr FRACTIONS
INCHES: AREA 1000
6059 Nc.Nao sPRorecrEo uxoERsrATEAxo rEDERu uw, MACHNED PARTS ==tiaa
p NCWDINODN JSAr EUl0 PR—WAINC I SC SEONsn011RA,s .x .ozo
NCLUD NOt"115OT"ON I"38AND tT USC SECT ON t°t nae"ROESLEN 6ASSOCNrES NC.RESERVES PLL PAT ENT. HOLE LOCATIONS ON •'
E°ASSEMELIES LINER PENETRATION
WE.AND S&ESRIGHTS T
HI
EXCERTTOTHI
SND RIGHTS ME EXNRESSLY GRANTIED TO OTHERS THIS WELD -�32 :xxxx r.000z ENGINEERS•MANUFACTURERS CONSTRUCTORS
G T LINEAR
DIMENSION ON
Ni =t1118
EN, 5 PNOLES - SHEET REV
�. MENTA°REESTOIMMEDwELrREnRxDRDE°TRD.rxISDDxMENTND L ANGLES- INSTALLATION DETAILS DWG.
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NOTES:
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
EQUAL EQUAL INSTALLING CONTRACTOR.
4. COVER WATER FLOW BACK INTO LAGOON
UNDER COVER WHEN WATER TESTS HOT 18
19 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
16 DISCHARGE.
C� 7. SEE RA-STD-293 FOR RAINWATER FLEX
HOSE ASSEMBLY DETAILS.
15 8. BUTTERFLY VALVES SHALL BE INSTALLED IN
7 10 12 14 THE OPEN POSITION AND TURNED CLOSED
AFTER INSTALLATION.
NOTE
11
10 7 6
9
16
THREADED PUMP
15 5 DISCHARGE NOTE 6
4
3 17
17 2 INSTALLED BY UNDERGROUND
PIPING CONTRACTOR
7
16 i I I 16
t
19 20 19
I 20
I I NOTE 2,3 I
NOTE 2,3
0
ih I I I I
q
I I I I I I ih
INSTALLED BY UNDERGROUND
GRADE PIPING CONTRACTOR
GRADE
L— ----J �-- —�--�
BACK TO OPEN TO LOCAL
LAGOON/WET WELL DISCHARGE
NOTE 4,5 STATION
RAINWATER REMOVAL PUMP
ELEVATION VIEW
NOTE 7 BILL OF MATERIALS
TAG DESCRIPTION SPEC SIZE QTY
1 BALL VALVE-BAT02-CL 800 FNPT CS05 1" 1
26 2 WATER HOSE ADAPTER,THREADED MALE OUTLET SP-1006B-XX 3/4"NPT(M)x 3/4" 1
3 BALL VALVE,BAT02-CL800 THREADED CS05 3/4" 1
23 28 8 1 4 PIPE,NIPPLE,SCH 80 CARBON STEEL ERW,GALVANIZED,THREADED ENDS CS05 3/4"x 4" 1
27 27 31 31 25 25 11
5 WELD OUTLET,CARBON STEEL,3000 LB,THREADED FEMALE OUTLET(THREAD-O-LET) CS05 OUTLET 3/4",HEADER 1Y2" 1
29
30 6 FLANGE,THREADED,GALVANIZED CARBON STEEL,150 LB,RAISED FACE,BORE TO SCH 80 CS05 3" 1
G 7 GASKET,GARLOCK 3000 NITRILE GASKET OR EQUL,Y6"THICK CS05 3" 2
23 G 8 PIPE,NIPPLE,CARBON STEEL,GALVANIZED,SCH 80,THREADED ENDS CS05 1"x 4" 1
—( 9 PIPE,NIPPLE,CARBON STEEL,GALVANIZED,SCH 80,THREADED ENDS CS05 3"x 8" 1
10 LUG BOLT,A193 GR B7/W(2)ASTM A194 GR 2H HEAVY HEX NUTS TEFLON COATED CS05 6j8 X 13/4° 8
11 BUTTERFLY VALVE-BUF02-CL150,THREADED CS05 3" 2
22 \ 12 FLANGE,304 SS,RF,CL 150,THREADED CS05 3" 1
24 \ 13 CAMLOCK CAP,FEMALE,304 SS SP-1007-A-XX 3" 1
\ 14 MALE CAMLOCK,304 SS,THREADED MALE OUTLET SP-1007B-XX 3" 1
\ 15 FEMALE CAMLOCK,THREADED FEMALE OUTLET,304SS SP-1007C-XX 3" 2
\ 16 TRANSITION FITTING,HDPE SDR 17 TO 304 SS(M)NPT HP02 3" 3
\ 17 MALE CAMLOCK,THREADED FEMALE OUTLET,304 SS SP-1007D-XX 3" 2
18 90 ELBOW,HDPE SDR 17,PE4710 ASTM D3261 IPS HP02 3" 2
19 PIPE,HDPE,PE4710,SDR 17,DIMENSIONS PER ASTM F2619 HP02 3" 10,
EQUAL EQUAL 20 ELECTROFUSION COUPLERS HP02 3" AS NEEDED
21 EXTRA NITRITE O-RINGS FOR CAMLOCKS SP-1007E-XX 3" 2
22 PIPE,NIPPLE,CARBON STEEL,GALVANIZED,SCH 80,THREADED ENDS CS05 3"x 12" 1
23 PIPE,NIPPLE,CARBON STEEL,GALVANIZED,SCH 80,THREADED ENDS CS05 3"x 8" 2
24 90 ELBOW,GALVANIZED MALLEABLE IRON,CL150,THREADED ENDS,SCH 80 CS05 3" 1
25 FLANGE,THREADED,GALVANIZED CARBON STEEL,150 LB,RAISED FACE,BORE TO SCH 80 CS05 3" 2
RAINWATER REMOVAL PUMP 26 TYPE A-ALUMINUM CAMLOCK FITTING SP-1008A-XX 3" 1
PLAN VIEW 27 LUG STUD TEFLON COATED A193 GR B7/W(2)ASTM A194 GR 2H HEAVY HEX NUTS TEFLON COATED HP02 6/g'X 13/4" 24
28 WELD OUTLET,CARBON STEEL,3000 LB,THREADED FEMALE OUTLET(THREAD-O-LET) CS05 OUTLET Y2",HEADER 3/4" 1
29 PIPE,NIPPLE,CARBON STEEL,GALVANIZED,SCH 80,THREADED ENDS CS05 Y2"x 4" 1
30 BALL VALVE-BAT02-CL 800 THREADED CS05 Y2" 1
31 GASKET,GARLOCK 3000 NITRILE GASKET OR EQUAL,Y8"THICK HP02 3" 4
scuE slzE
,o< CARP
SRO�� E MILLIMETERS: ROESLEIN&ASSOCIATES,INC.
DIMENSION TOLERANCE ERS:
(UNLESS OTHERWISE
SPECIFIED) ANGLES .os'" RNG PIPING STANDARD ROESLEIN
s wN<HXo AP
_ FRACTIONS: INCHES AREA 1000
aev once REVISION OEscRmoN sr ev ev
ARTS
z ev
6059 rHso ATIONTraonHE rs osscns"NoSN&ASSoonaw NGs coNrp'caNr osnr T"TATE N cram NacH NEov treA
p Nro"NAr aN ixAi siHe vaevveivoF aoesLENSAssocuies Nc.ANo saaoiecieo uNovBORVESAno—O.T.uw x _aza
NCLVG NG to UCCS[CT On te3"Ano ti USC SECT On tDMUMENT. u=n-DING ALL
DESIGN,
NC.aUI—TUSAu aAneni WELDED ASSEMBLIES
IE XX =t.U1V
GAssEMaLEs
"' RAINWATER REMOVAL PUMP
=."os
_R- El TO THE-ERT SAID RIGHTS ME-ESSI-Y GRANTED TO OTHERS,THIS ENGINEERS MANUFACTURERS CONSTRUCTORS
T STRUCTUIRA-WOODMEN =tAS.
N LINEAR, a ANGLES - AO ES =!Q5° SHE REV
I11LL1„��. MMENT AGREES TO INNEL S-1 RETURN OR DESTROY THIS DOCUMENT AND ALL PIPING DETAILS DING. RA-STD-271-3 1GE1
SSPIROS1623 3/6120244:23:02 PM S:\PROCESS&ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS&DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC-GENERAL\RA-STD-271-3.DWG 09/03/2024 DO NOT SCALE PRINT NO.

NOTES:
1. PIPE SIZES MAY VARY PER TRANSFER PUMP,
SEE PIPING ALIGNMENT DRAWINGS FOR
6'-0" — SIZES.
2. SEE RA-STD-285 FOR PRECAST TRANSFER
PUMP FABRICATION DETAILS.
HDPE SDR 17 2"CONDENSATE 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. ROTATE SO NOT IN LINE WITH OVERHEAD
PIPE.
7. SEE RA-STD-274-2 FOR WET WELL LEVEL
INDICATOR DETAILS.
16 2
6 OR
6„ -L G
10 1
EFFLUENT 4 7
6
FROM DIGESTER 10 17
LOCATION OF
LSHHH LEVEL
SWITCH LOCATION OF
LSL,LSH,LSHH
LEVEL SWITCHES
TRANSFER PUMP
PLAN VIEW
10 21 17
5
10 21
15
AIR RELEASE o 23 10 21 17
12 14 18
11 13 4 18
r 8 9 10 19
L
r--, 7 2
20 22 26 25
NOTE 3
24 17 NOTE 4 BILL OF MATERIALS-NOTE 1
GRADE GRADE 71 TAG DESCRIPTION SPEC SIZE QTY
1 ELASTOMERIC COUPLER SP-1009-XX 6" 1
10 9 8 2 PIPE,SDR 17 HP02 6" 20'
2-0 7 3 ELBOW,45",SDR 17 HP02 6" 1
4 ELBOW,45°,BW CS02 6" 1
HH 2 5 KNIFE GATE VALVE HP02 NOTE 2 1
10'4" NOTE 6 6 TEE,SDR 17 HP02 6" 1
H
7 FLANGE ADAPTER,SDR 17 HP02 6" 2
6"HDPE SDR 17 6-1 3 FORCED SEWERg BACKER RING HP02 6" 2
6" 3 FORCED SEWER
NOTE 7 2 ,-_1 9 GASKET HP02 6" 2
6„ 10 STUD BOLTS W/NUTS HP02 3/4"x 4y2" 84
L 11 FLEX ELBOW SP-1003C-XX 3" 1
12 HOSE CLAMP SP-1003E-XX 3" 1
6 13 NIPPLE,MNPT CS02
3/a"x 3" 1
14 BALL VALVE CS02 %" 1
15 PLUG,MNPT CS02 3/4" 1
16 NIPPLE,BW CS02 6"x 2'LONG 1
17 SLIP-ON FLANGE CS02 6" 4
18 NIPPLE,BW CS02 6"x 8"LONG 2
19 FLEXIBLE PVC PIPE SP-1003D-XX 3" 1
TRANSFER PUMP 20 THREAD-O-LET CS02 6"x3/4" 1
ELEVATION VIEW 21 GASKET HP02 NOTE 2 2
22 FLANGE ADAPTER,SDR 17 HP02 NOTE 2 1
23 CHECK VALVE HP02 NOTE 2 1
24 BLIND FLANGE HP02 6" 1
25 PIPE HP02 1" -
26 BALL VALVE HP02 1" 1
27 WYE,45°LATERAL HP02 6" 1
s°uE sizE
CAR E MILLIMETERS:
DIMENSION TOLERANCE ROESLEIN &ASSOCIATES, INC.
(UNLESS OTHERWISE
SPECIFIED) ANGLES =m'° RNG PIPING STANDARD ROES Ill EIN
s wN°RIV P
_ FRACTIONS: INCHES: AREA 1000
aEv °ATE REOSION D—FIFTM sy
MACH NEO PARTS xtlEA
M BY BY E'
6059 THso°CDMENTAWNGwTHTsoEs°NSMww«—.11R NGSCONT NscoNEOENTULAND PROPR cram
p NEORMAr aN TNAT 0RRaRERTYOFURS-C ENSAssocuTEs NC.ANDSRROTECTED"I"RSTATEAND EEDERu uw x
NCLUD UG tO USCSECT ON t03EAND tr USC SECT ON 101 n uq.ROESU=N-OCATES NC.RESEmESAL-ENT HOLE LOCATIONS ON Et/32 XX y010 "'
°ARSEMELES TRANSFER PUMP UPHILL
_.ODE
Tc ENGINEERS•MANUFACTURERS•CONSTRUCTORS
NGII NOT 11 1UPOWATED 0-1-LOSED.IN WHOLE OR IN RANT,W__ HOEMIr LINEAR OIMENWIELDMEN =t1�16 ANION =t0002
FOR THE EXPREFA FL-FOR WIC'IT REEN" I CUMENTAOREEST DIS S,IATELYRENRN OR DESTROY THISDOCUMENT PNDN ANGLES = GLES =!05° SHEET REV
gp��IIILO��� PIPING DETAILS
DWG. RA-STD-272-3 1GR1
SSPIROS1623 8/25/20241:53:13 PM S:\PROCESS&ENERGY\RNG STANDARD DOCUMENTS\O6 DRAWINGS&DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RAST0.272-STD 09/03/2024 DO NOT SCALE PRINT No.

NOTES:
1. INSTALL AT TOP OF BERM GRADE.
2. FASTEN TO SIDE OF WET WELL USING
GALVANIZED PIPE HANGER STRAPS.
1
a
2
NOTE
Q
a
2
a
2
C
2
2
zn
in
2 LI
2
2
Q
2
a
a
a
a
FRONT VIEW
BILL OF MATERIALS
TAG DESCRIPTION SPEC SIZE QTY
1 PIPE,PVC 1" 5'
2 PIPE,PVC Yet 3'
SCALE SIZE
CAR E MILLIMETERS: ROESLEIN&ASSOCIATES,INC.
DIMENSION TOLERANCE �'S
(UNLESS OTHERWISE .oio
SPECIFIED) ANGLES Z RNG PIPING STANDARD ROESLEIN
s WN cHMD APPD
BY BY FRACTIONS: INCHES: AREA 1000
REV ogre REVISION DESCRPTIM sr
Q56059 — w,
Maces NED vaRrs =:
rH s oocuMENr aLoxc wires rs oss cxs xNow xowANo oRaw Ncs coNruxs coNE oENrwLaxo RRORR ErARv ,ren
NEORMAT aN TxAT sTHS RRaRSRrr or EGSSLeNa Assoc R NC AHD sRROTScrSD uxDSRSTAT 1ESDExu LA X
COPYRIGHT
AND
NDOTHER PROPRIANDtrIW S TO MI tOt waaq.ROESLEu 6ASSOCUTES,NC.RESERVESULRAT PATENT, HOLE LOCATIONS ON XX �DiD
NDGA-SRITNERRRDRETO.XCEPTTOTD,RIEDDTUMENr.INCLUDINGALLDESIGNMANUFADTURIND.RERU'iORODUCnON. WELDED ASSEMBLIES WET WELL LEVEL INDICATOR
N �c °aoos ENGINEERS•MANUFACTURERS•CONSTRUCTORS
LINEAR DIMENSIONS ON
HEGIFENIRUCTURALWELDANGLES=Y'/18 ANGLES ES =!05° SHEET REV
AES-AIES INC THE HOLDER OF THIS —ENT ASSEMBLY DETAILS DWG. RA-STD-274-2 1DE1
SSPIROS1623 6/25/20242:19:20 PM S:\PROCESS&ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS&DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RASTD-STD -2.DWG 09/03/2024 DO NOT SCALE PRINT NO.

NOTES:
1. SIZE VARIES. SEE PIPING ALIGNMENT
DRAWINGS.
2. DEPTH AS REQUIRED BY PIPING ALIGNMENT
DRAWINGS.
3. A BENTONITE SLEEVE, 6" MINIMUM
THICKNESS, SHALL BE COMPACTED
AROUND THE FULL DIAMETER OF THE PIPE,
EXTENDING BACK 36" FROM THE PIPE
PENETRATION. ALL BACKFILL SHALL BE
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
4. EROSION PROTECTION LINER DEPENDENT.
v 3
— III III—III IIIIII—III III III— 2
I IIII—III—III IIIIII—III—III—I I
III—III III III III
NOTE 3
04 1 1 1
LU
z EVAPORATION
1 LAGOON
3
NOTE 4
HDPE SDR 17 WATER 2
TRANSFER PIPING
6'-0"MIN.
TRANSFER WATER DISCHARGE
ELEVATION VIEW
BILL OF MATERIALS
TAG DESCRIPTION SPEC SIZE QTY
1 PIPE,HDPE HP02 NOTE 1 10'
2 45•ELBOW HP02 NOTE 1 2
2 22.5°ELBOW HP02 NOTE 1 2
SCPLE SIZE
CAR
sR�� E MILLIMETERS: -
DIMENSION TOLERANCE i -*B's ROESLEIN&ASSOCIATES,INC. -
(UNLESS
OTHERWISE -*DVO
IU
DR „MrvA,,,p SPECIFIED) GLES RNG PIPING STANDARD ROESLEIN
_ $ FRACTIONS: INCHES: AREA 1000
asv DATE aBws oN ossca rTloN Br
p # Br Br Br
Q56059 =*
,rsoocoMeNr ALONG wnH Ts oss cxs xNow nowaao oxAwlNcs,coNrNns cony osnT AL AND vaora sTAm MACH rvso agars ,�sa
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NCLuo NG,eusc SEcrlox,esanxo,RuseS MM iat e1xq.aoI C-DI Assoc IC MANESEav[RI Lam ENT WELGEGABBEMBLIES -*'414
CIPYI 1HT AN'OTHER PROP, "' TRANSFER WATER DISCHARGE
=...
rc _ ENGINEERS•MANUFACTURERS•CONSTRUCTORS
Nr' E NucTURALWELIDIVENrS =:v,s =*.cooz
O N
ANGLES =!05° SHEEf REV
ANGLES=* INSTALLATION DETAILS DWG.
MExTwaEESTaIMMEo L aEnaxoaGESaovTxlsGo GMENT xo L RA-STD-275-2 1 GE1 E�REmCOPIES THEREOF ''
SSPIROS1623 3/6120244:26:01 PM S:\PROCESS&ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS&DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\NC-GENERAL\RA-STD-275-2.DWG 09/03/2024 DO NOT SCALE PRINT NO.

NOTES: NOTES:
1. THE ROCK RIPRAP SHALL MEET NCDOT 1. THE ROCK RIPRAP SHALL MEET NCDOT
REQUIREMENTS FOR CLASS "B" RIP RAP (100 REQUIREMENTS FOR CLASS "B" RIP RAP (100
LBSJFT3) OR AS DESIGNATED BY ENGINEER. LBSJFT3) OR AS DESIGNATED BY ENGINEER.
2. APRON WIDTH "W1" SHALL BE AT LEAST 2 2. APRON WIDTH 'W1" SHALL BE AT LEAST 1
TIMES THE CULVERT PIPE DIAMETER. TIMES THE CULVERT PIPE DIAMETER.
APRON WIDTH 'W2" SHALL BE AT LEAST"L" APRON WIDTH 'W2" SHALL BE AT LEAST"L"
PLUS THE PIPE DIAMETER. PLUS THE PIPE DIAMETER.
3. ROCK THICKNESS 'IT" SHALL BE AT LEAST 1.5 3. ROCK THICKNESS 'IT" SHALL BE AT LEAST 1.5
TIMES THE RIP RAP D100 SIZE. TIMES THE RIP RAP D100 SIZE.
4. APRON LENGTH "L"AND ROCK RIP RAP 4. APRON LENGTH "L"AND ROCK RIP RAP
SHALL BE SIZED ACCORDING TO ENGINEERS SHALL BE SIZED ACCORDING TO ENGINEERS
SPECIFICATIONS, MINIMUM "L"=4 x I'D" FT. SPECIFICATIONS, MINIMUM "L"=4 x I'D" FT.
5. 'IT" = 15" CLASS "I" RIP RAP, UNLESS 5. H = RIP RAP TO TOP OF PIPE (MAX. "H" _ I'D" +
OTHERWISE SHOWN ON PLANS. "T").
6. 'IT" = 12" CLASS "B" RIP RAP, UNLESS 6. "T" = 15" CLASS "I" RIP RAP, UNLESS
OTHERWISE SHOWN ON PLANS. OTHERWISE SHOWN ON PLANS.
7. 'IT" = 12" CLASS "B" RIP RAP, UNLESS
OTHERWISE SHOWN ON PLANS.
0 0 0 0 0 0 0 0
0000
00 �
00000000 _
B >N
0 0 * � TD•277 � >
—
0 0 0 0 0 0 0
0 o O O O O O O
0 0 0 0 0 0 0
0 0 0 0 0 0
O O�O O O O
0 0
PIPE OUTLET TO FLAT AREA- PIPE OUTLET TO
NO WELL DEFINED CHANNEL WELL DEFINED CHANNEL
PLAN VIEW PLAN VIEW
L
L
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIo���o I�III�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIII-III III III III-_ _ _ _ _ _ _ _ _ _ _
III-1 -I I_I III III -III-III-III-III-III-III-III-I
I-III-III-III-III-II1-1 1M 1=1
I I III III III III =1 I I�I I I I I I I III III 1=1 I I-III III III I I 1=1 11=1 11=1 11= _ - -
e SECTION B
A SECTION A sTozn
To-sn
SCALE SIZE
GAR E MILLIMETERS: ROESLEIN&ASSOCIATES,INC.
� DIMENSION TOLERANCE '� -Los
(UNLESS OTHERWISE poi
SPECIFIED) ANGLES Zs° RING PIPING STANDARD ROESLEIN
s WN cHrcD P
By By FRACTIONS: INCHES: AREA 1000
aEv onre REvs ory DEscR Pr wa Dv
I MACHINEDPARTS =x,IEA
Q56059 — w,
THsoecuMERT ALonGwTH Ts oss DRs xRow ROWAN.—INS.,coRTAIRs coRro llEARDPROPRera'
RroRMAr aR rxAr sTHE P,_A."SO OC.101 c S ISMI SPROTEcreD ury N11INVOSALLFAI RALu x
RCLVONG to USCSECT OR t838AR0 tr USC SECT OR tO�naeq.ROEsv=RBAssOCArEs,INC.RESERVES uLPAnERT, HOLE LOCATIONS ON
D°P�RIGHTAND°rHERPRGPRIETAR�RIGHTSTOTHISDGCGMENT.INCLGDINGALLDESIGNMANDEACT°RRG.REPRGDDDTION. WELDED ASSEMBLIES RAINWATER OUTLET
7' ANDTSTREFEXCE BE ENT DRGHISARE EXxzxx .000z ENGINEERS•MANUFACTURERS•CONSTRUCTORS
r LINEAR DIMENSIONS ON
INCU.EI.SNIORMATICNTHIN­ENTTHANIIIANTHNNIIEDRECIFIENTA STRUCTURAL WELD ANGLES =118 ANGLES =!Q5° SHEEf REV
l PIPING DETAIL DWG. RA-STD-277 1 OF
uumao
SSPIROS1623 6/26/20249:56:24 AM S:\PROCESS&ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS&DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RA-STD 09/03/2024 cuMENrnoREEsroiMMsowreLVRETuanoRDEsmorrwsDocuMENrANo a DO NOT SCALE PRINT No.

8'-0" NOTES:
1. PIPE SIZES MAY VARY PER LIFT STATION,
SEE PIPING ALIGNMENT DRAWINGS FOR
25
T
26 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
z LESS THAN 42".
12"SDR 17 3 4. SEE RA-STD-287 FOR VALVE BOX
o OVERFLOW,ROUTE TO NEAREST OPEN LAGOON IN UNDERGROUND PIPING CONTRACTOR'S SCOPE INSTALLATION DETAILS.
2
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.
c
18 NOTE 4,6
NOTE 4,6
16 2 5
NOTE
10
A o 6"
D 284 — 10 1
4 7
6 2
0
INFLUENT FROM 10 17 2
FLUSH BARNS / NOTE 6
10 Q 3
16 3
LOCATION OF 10 1
LSHHH LEVEL J 10 17
SWITCH LOCATION OF
LSL,LSH,LSHH
LEVEL SWITCHES
LIFT STATION
PLAN VIEW
FLOATS
1 ALARM HIGH WATER
2 PUMP OFF
3 LEAD PUMP ON
4 LAG PUMP ON
10 21 17
10 22
15
AIR RELEASE o 24 10 21 17
12 14 23 18
11 13 4 18
19 8 9 10
L 7 2 IN UNDERGROUND PIPING
OVERFLOW 30 20 28 CONTRACTOR'S SCOPE
BILL OF MATERIALS-NOTE 1
22 zs ,c
LOWEST BARN DOOR REF NOTE 3 i TAG DESCRIPTION SPEC SIZE CITY
0 27 �� 1 ELASTOMERIC COUPLER SP-1009-XX 8" 2
17 NOTE 4 NOTE 4 2 PIPE,SDR 17 HP02 8" 20'
—————— ________________--------------
10 9 8 F----------------a
3 ELBOW,45°,SDR 17 HP02 8" 3
GRADE GRADE 4 ELBOW,45°,BW CS02 8" 2
HHH 7 u 5 WYE,SDR 17 HP02 8" 2
w O 6 TEE,SDR 17 HP02 8" 1
= z \ 7 FLANGE ADAPTER,SDR 17 HP02 8" 3
Do 2 8 BACKER RING HP02 8" 3
HH z_a
_ CO q 9 GASKET HP02 8" 3
H 10 STUD BOLTS W/NUTS HP02 3/4"x 4%2" 108
3 8"HDPE SDR 17 11 FLEX ELBOW SP-1003C-XX 3" 2
2 5 nnji FORCED SEWER 12 HOSE CLAMP SP-1003E-XX 3" 2
13 NIPPLE,MNPT CS02 3/4"x 3" 2
io
L 14 BALL VALVE CS02 3/4, 2
15 PLUG,MNPT CS02 3/4" 2
`O 16 NIPPLE,BW CS02 8"x 2'LONG 2
17 SLIP-ON FLANGE CS02 8" 8
18 NIPPLE,BW CS02 8"x 8"LONG 5
19 FLEXIBLE PVC PIPE SP-1003D-XX 3" 2
20 THREAD-O-LET CS02 8"x 3/4" 2
21 GASKET HP02 NOTE 2 3
22 FLANGE ADAPTER,SDR 17 HP02 NOTE 2 2
A DETAIL A: LIFT STATION ELEVATION VIEW 23 CHECK VALVE HP02 NOTE2 1
iP28a 24 KNIFE GATE VALVE HP02 NOTE 2 1
25 REDUCING WYE,SDR 17 HP02 12"x 8" 1
26 ELBOW,90°,SDR 17 HP02 8" 1
27 BLIND FLANGE HP02 8" 1
28 PIPE HP02 1" -
29 BALL VALVE HP02 1" 1
30 PIPE SUPPORT PS-26 2
SCALE SIZE
O� 1CAi E MILLIMETERS: ,.
�(�y�"/� DIMENSION TOLERANCE ROESLEIN&ASSOCIATES,INC.
Q- FESS/ v/-��U
p (UNLESS OTHERWISE ANGLES -*�o.oio
411 WNCHXDARP•D SPECIFIED) 0Z RNG PIPING STANDARD ROESLEIN
$ _ REvlslory DEscRlvrlary FRACTIONS: INCHES:
Rev Dare av
Q56059 = w, -*
AREA 1000
rNsoocuNENr ALo"GwM rs Des GNSXNow Now ANC=NGs coNrAlNs coNE DENrwL ANO RRorR ErAnv NACRrveo eARrs ,�sa
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/N �� PART r STRUCNRAL WELDMNNrSS- ANGLES ES =!05°
nao• GNNENTAGREESTOMICGarFLvR�NRN01DESTRGY—D000MENTMIA PIPING DETAILS DWG. RA-STD-280-2 S1E�„1
���LLCCEES
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NOTES:
1. MINIMUM OF 15' FROM EDGE OF THE COVER.
REFER TO FARM OPERATOR FOR EXACT
LOCATION.
2. 6" POWER FLUSH INSTALLED ADJACENT TO
WET WELL LATERAL.
3. A 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.
III III III III III III III III III III III—III III III III III
TOP OF BERM
-GOON SLOPED WALL
EDGE OF BERM
POWER FLUSH
PLAN VIEW
6 5 4 3
FLOATING COVER
NOTE 1
TOP OF BERM fa
z_ 2
_I HIGH PUMP
V
NOTE4
iv LOW PUMP
1
LOW LAGOON
1
3
NOTE 3
II
WET WELL POWER FLUSH
ELEVATION VIEW
1
BILL OF MATERIALS
TAG DESCRIPTION SPEC SIZE CITY
1 PIPE HP02 6" 100'
2 FLANGE ADAPTER HP02 6" 1
3 BACKUP RING HP02 6" 1
4 GASKET HP02 6" 1
5 STUD BOLTS W/NUTS HP02 3/4"x4%4"LG 6
6 BLIND FLANGE HP02 6" 1
SCALE SIZE
MILLIMETERS: ,
N OARC DIMENSION TOLERANCE X -I ROESLEIN&ASOCIATES,INC.
1 28JUN23 UPDATED BILL OF MATERIALS UPIPE LOCATION CBE SJS KPL MDC xxx .1D°
O 0 0&IUN23 ISSUED FOR CONSTRUCTION CBE SJS KPL MDC (UNLESS OTHERWISE
SPECIFIED) PNGLES °° RNG PIPING STANDARD ROESLEIN
RE DATE REVISIONDESCRIPTI°N "y DRWN CH APPD
p $ p y "r "r "r FRACTIONS:
TMSDo DMENrALGNGw H�DESGNS NDwNDw NDDR wNGs�NraNs°DNFDENr NDPRGPRE R. INCHES: AREA 1000
6059 = NPORNAT aN rxAr srHE PRaPERrr or RoesLENSAssocurESINC.ANo IS PROTECTED uNOERsrArEAxo rEOERu uw MACHNeD PARrs =liaa
NCLUD NGieIISC SECTON IBSSANDITUSO SECTON 1011 yROESLEN&ASSOCIATESNC.RESERVESALLPAT ENT HOLE LOCATIONS ON E •°20
COPYRIGHTAND OTHER PROPRIETARY RIGHTSTOTHIS °AEEEMELES WET WELL POWER FLUSH
N WELDED ='i°2 r.000z ENGINEERS•MANUFACTURERS•CONSTRUCTORS
G ECUPLICATE. 'INT LINEAR
WIONS ON
ELDMENi =t1118
OTHERTHANTHEENI' S ANGLES x0.5° SHEET REV
�. MENTAL°REESTOIMMEDwELYPNTREnRNDRDEONTHE ECUESGMENTANDALL ANGLES- INSTALLATION DETAILS DWG.
RA-STD 282 1GR1 1
SSPIROS7623 1217/202310:52:52 AM S:\PROCESS&ENERGY\RNG STANDARD DOCUMENTS\06 DRAWINGS&DETAILS\01 AREA 1000\MECHANICAL DETAIL DRAWINGS\DWG FILES\RASTD-STD 09/03/2024 DO NOT SCALE PRINT NO.

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.
NOTES:
1. PRECAST CONCRETE LIFT STATION
6" STRUCTURE SHALL MEET ASTM-913
STANDARDS.
2. CONCRETE SHALL HAVE A WATER TO
CEMENT RATIO OF 0.45 OR LESS
4
8,-0"
PRECAST LIFT STATION
PLAN VIEW
WATERTIGHT,FLEXIBLE GASKET:
A-LOK C107-16 AND CLAMP CL-EV15-18-L.
p OVERFLOW SEE INSTALLATION INSTRUCTIONS.
12"PVC SDR 35 INSIDE OF WET WELL DO NOT MORTAR TOP HALF OF PIPE LINE.
O OUTSIDE OF WET WELL DO NOT MORTAR.
O
DD 2"x 2"NOTCH
a
FOR LID
O -__--- — ----
o FINISH GRADE
w VV� 4 ��\ MASTIC ON INSIDE&OUTSIDE JOINT
w o \ EDGES.SNYDER"RAM-NEK"EQUAL.
a_
9"INFI-SHIELD GATOR
WRAP OR EQUAL 6" #6 @ 7",BOTH WAYS,BOTH FACES
INFLUENT X"ADS-N12
1"CLR(TYP)
WATERTIGHT,FLEXIBLE GASKET:
A-LOK C107-16 AND CLAMP CL-EV15-18-L.
SEE INSTALLATION INSTRUCTIONS. 6„ iv
INSIDE OF WET WELL DO NOT MORTAR TOP HALF OF PIPE LINE.
OUTSIDE OF WET WELL DO NOT MORTAR.
COMPACTED E � IIIIIIIII—III III III—III III—III III III III
IIIIII IIIIIIIIIIIIIIIIII—III III III III
#6 @ 7",BOTH WAYS,BOTH FACES
UNDISTURBED EARTH
PRECAST LIFT STATION
ELEVATION VIEW
LIFT STATION 1 LIFT STATION 2 LIFT STATION 3
PD(IN)
AG(IN)
INFLUENT PIPE SIZE(IN)
SCALE SI.
CAR E MILLIMETERS:
lJ'�`LI� DIMENSION TOLERANCE ROESLEIN &ASSOCIATES, INC.
(UNLESSOTHERWISE
SPECIFIED) ANGLES m'° RNG PIPING STANDARD ROESLEIN
s WN CHKD AP
FRACTIONS: INCHES: AREA 1000
Rev ogre REvs ory DEscR Rr ory Sr ev ev
MACH NED RARTs =:
a ev
6059 IN'_A°_T.111.GE.rs oss F-Ex LEINowuro .,NGs colr PNscaNr oELRDESSORRORR Tram ,ren
p N U"NG'ST S'C"O 8WAN IIUSCs IONIIOIIu,es ISMN&s MIecreo uNoeaIWISNOFEovuL uw, x =_°z°
WELDED ASSEMBLIES
IE -t1/93 -DID
��IDSAI.o.��TH�E0.E EffTOTHEEXs'oo MM.��oWITHEE SSEaNNMA"�D_TOOTIo`ISSSTHIS ME WELDEDAssEMELIEs xx. _.°DE PRECAST LIFT STATION
N -roes ENGINEERS•MANUFACTURERS•CONSTRUCTORS
/( =OIEII WICLEFAST, T LINEAR DIMENSIONS ON
I,,,I�•G�N \��, T A -TORALWELDANGIES 1/18 ANG ES =!Q5° SHEET REV
���LLmo _ESDOCUMENT 'HIS IN, FABRICATION DETAILS DWG. RA-STD-285-2 1GR1
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NOTES:
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
,A LOCATION.
6.COV R CONT ACT O SUIOPILY
MANUFACTURED BOOT.
NOTE 5
6 5 4 3
NOTE 4 FLOATING COVER
0
BERM
0.5%SLOPE
6 1 1
2'-0„
1 O 3 NOTE 1
HIGH PUMP
2 Do /\
1
NOTE 3
LOW PUMP
LOW LAGOON
l I
GCS CONDENSATE RETURN INSTALLATION DETAILS
ELEVATION VIEW
BILL OF MATERIALS
TAG DESCRIPTION SPEC SIZE QTY
1 PIPE HP02 2" VARIES
2 90°ELBOW HP02 2" 1
3 FLANGE ADAPTER HP02 2" 1
4 BACKER RING HP02 2" 1
5 GASKET HP02 2" 1
6 STUD BOLTS HP02 5/e'x 3%4" 4
SCALE GI2E
,11p1111111zry� MILLIMETERS: ,
CAR E x °s ROESLEIN&ASSOCIATES,INC.
1 06MAR24 ADDED TE6, L PE,AND DIMEN I NAii
DIMENSION TOLERANCE xXxx .o°
O 0 14DEC23 ISSUED FOR CONSTRUCTION AGE (UNLESS OTHERWISE
SPECIFIED) PNGLES DR•° RNG PIPING STANDARD ROESLEIN
REN DATE REVISIONDEE RIPTI°N CH
p $ p y FRACTIONS:DESGNSNDWNDNGsDNTAINS°DNFDENrA<ANDPRDPRERY INCHES: AREA 1000
6059 = HRORNAT aH rxAr srCORYRIGHT AND OTHERHE PRaPERrY or RoesLENS ARROCHOES Nc.uao sPRorecrEo uHIM ATEANo rEOERU LAW, MADHweD PARTS
NCLUD NGieIIRC SECTION
ECT ON,838ANCtTUSC SECT ON,°inaey ROESLEN6ASSOCNrES NC.RESERVES PLL PAT ENT. HOLE LOCATIONS ONE =!°20 ..•.
WE.ND,EE�P«THERETO.XCEPTTOTHEE TENTSAIDRI HTSMIHG NRSGML°G�DTOOTHERS.THISDOCUME. WELDEDAssEMELIEs „32 � '005 GCS CONDENSATE RETURN
7' ``� .xxxx =L.000z ENGINEERS MANUFACTURERS CONSTRUCTORS
yL�v` T LINEAR DIMENSIONS ON
N"\��,` CUMENTAOREES TO IMMEDIATELY RETURN OR DESTR°S_DOCUMENTPNDON.ALL RUCTURAL WELDMNGLES-ENTI *'/'S OGLES x05° SHEEP REV
INSTALLATION DETAILS DWG. RA—STD-288 1GR1 1
SSPIROS7623 3/6120249:56:41 AM SAPROCESS&ENERGY\RNG STANDARD DOCUMENTS\O6 DRAWINGS&DETAILS\01 AREA 1 000\M EC HAN I CAL DETAIL DRAWINGS\DWG FILES\RASTD-286.DWG 09/03/2024 DO NOT SCALE PRINT NO.

T
2 6 3
/
' 6
1 — 3
5 4 6 7 CONNECTTO
INFUSER NOZZLE
I-III—III—III—III—III—III—I I I
=III=III—III—III—III= 3'-0"MIN.
—III=III=III= — 5
—
�
--
- III III III III _
3"SDR11 III III III —
III III III III III III III III EVAPORATION LAGOON
I I I III III III III—III—III—III—I I
III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1
3
ART SYSTEM CONNECTION
ELEVATION VIEW
BILL OF MATERIALS
TAG DESCRIPTION SPEC SIZE QTY
1 CONCENTRIC REDUCER HP01 21.0" 1
2 FUSION WELD,BALL VALVE HP01 2" 1
3 RC2 UHMWPE CHEMICAL HOSE W/316SS FEMALE CAM&GRV FITTINGS HP01 2"x25'LONG 2
4 2"SDR11 HP01 2"x50'LONG 1
5 SDR11 BUTT FUSION x MNPT ADAPTER HP01 2" 3
6 316SS MALE CAMLOCK x FNPT 2" 3
7 316SS MALE CAMLOCK x MNPT 2" 1
s uE GIZE
A10 ESAR MILLIMETERS:
o� caR " DIMENSIONTOLERANCE _;" ROESLEIN ALTERNATIVE ENERGY
Q' F (UNLESS OTHERWISE
;= Q wN<HX° SPECIFIED) ANGLES ='° RNG PIPING STANDARD ROESLEI N
s FRACTIONS: INCHES:, PIPING&INSTRUMENTATION DIAGRAM
NEB DATE R-SION°ESCRP oN BY N. N.
E _ RTG =
N.
Q56059 TMsoacoMENi nLoncwiH is oEs cns xNow nowu�o onaw S,GGNTANscaNHGNrwLnNovxovx cram MAF ACTT irea
p Nro"MAr°N ixAi siHe vR°vERir11USCSLENSAssoc FOE—No saR AllS,, 11SIRVESAno FEDERAL uw, X
—FIGHT AND OTHER PROPRIETARY RIGHTS To THISD aeq.ROES�NBASSOCATES NC.RESERVESULRAnENi HOLE LOCATIONS ON -N�32 XX �afa
WELDED AREA 1000
N c
xxx =.aRs
SE AND SALES RIGHTS—SET0.EXCEff TO THE EXTENT VE"AGHTS ARE EMERSESY G=D_TOOTHEI.RS THIS ENGINEERS•MANUFACTURERS•CONSTRUCTORS
IUPL�­EGF IN 110S OR IN FAST,WITH_ B, I. I ENi LINEAR UC UIM�EN�IO p�ON =talW2
a ANGLES ANG ES =!Q5° SHEET REV
MENiA°REEsia,MME°wiELrSE,uRNaR°E�R°ri„,s°�UMENi N°LL ART SYSTEM CONNECTION DING RA-STD-295 1 GE1
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