Text

Cimarron Environmental Response Trust Facility Decommissioning Plan, Revision 2, Appendix I, Basic of Design, Part 2
	ML21076A496
Person / Time
Site:	07000925
Issue date:	02/26/2021
From:	; Environmental Properties Management, Enercon Services, Burns & McDonnell Engineering Co, Veolia Nuclear Solutions Federal Services
To:	; Office of Nuclear Material Safety and Safeguards, Cimarron Environmental Response Trust, NRC Region 4
Shared Package
ML21076A479	List: ML21076A453; ML21076A454; ML21076A455; ML21076A456; ML21076A457; ML21076A458; ML21076A459; ML21076A460; ML21076A461; ML21076A463; ML21076A464; ML21076A465; ML21076A466; ML21076A467; ML21076A469; ML21076A470; ML21076A471; ML21076A472; ML21076A473; ML21076A474; ML21076A476; ML21076A477; ML21076A478; ML21076A480; ML21076A481; ML21076A483; ML21076A484; ML21076A485; ML21076A486; ML21076A487; ML21076A488; ML21076A490; ML21076A491; ML21076A492; ML21076A494; ML21076A495; ML21076A496; ML21076A497; ML21076A498; ML21076A499; ML21076A500; ML21076A501; ML21076A503; ML21076A504; ML21076A505; ML21076A506; ML21076A507; ML21076A508;
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I no.I date I by I ckd I description A 101/06/211 AA I JRH !ISSUED FOR PRELIMINARY DESIGN PHASE I FLOW RATE SUMMARIES WA Extraction Well/Trench Flow Rate Summary BA 1 Extraction Well/Trench Flow Rate Summary WA Injection Well/Trench Flow Rate Summary BA1 Injection Well Flow Rate Summary Extraction Minimum Flow Maximum Flow Nominal Flow Extraction Minimum Flow Maximum Flow Nominal Flow Injection Minimum Flow Maximum Flow Nominal Flow Injection Minimum Flow Maximum Flow Nominal Flow Well/Trench ID Rate (gpm)

Rate (gpm)

Well/Trench ID Rate (gpm)

Rate (gpm)

Well/Trench ID Rate (gpm)

Rate (gpm)

Well/Trench ID Rate (gpm)

Rate (gpm)

GETR-WU-02A 3

15 8

GE-BA1-02 10 30 24 GWI-WU-01 3

28 8

GWI-BA1-01 5

32 10 GE-WAA-01 15 30 25 GE-BA1 -03 10 30 18 GWI-BA1-02 2

12 4

GE-WAA-02 15 30 30 GE-BA1-04 10 30 24 GWI-BA1-03 2

12 4

GE-WAA-03 15 30 24 GE-BA1-05 10 30 10 GE-WAA-04 15 30 20 GE-BA1-06 10 30 10 GETR-BA1-01A 5

13 7

GETR-BA 1-02A 5

13 7

PHASE II FLOW RATE SUMMARIES WA Extraction Well/Trench Flow Rate Summary BA 1 Extraction Well/Trench Flow Rate Summary WA Injection Well/Trench Flow Rate Summary BA1 Injection Well Flow Rate Summary Extraction Minimum Flow Maximum Flow Nominal Flow Extraction Minimum Flow Maximum Flow Nominal Flow Injection Minimum Flow Maximum Flow Nominal Flow Injection Minimum Flow Maximum Flow Nominal Flow Well/Trench ID Rate (gpm)

Rate (gpm)

Well/Trench ID Rate (gpm)

Rate (gpm)

Well/Trench ID Rate (gpm)

Rate (gpm)

Well/Trench ID Rate (gpm)

Rate (gpm)

GETR-WU-01A 1

5 4

GE-BA1-02 10 30 24 GWI-WU-01 3

28 8

GWI-BA1-01 5

32 10 GETR-WU-02A 3

15 8

GE-BA1-03 10 30 18 GWI-UP1-01 5

28 15 GWI-BA1-02 2

12 4

GE-WAA-01 15 30 25 GE-BA1-04 10 30 24 GWI-UP1-02 5

29 15 GWI-BA1-03 2

12 4

GE-WAA-02 15 30 30 GE-BA1-05 0

0 0

GWI-UP1-03 3

14 7

1 GE-WAA-03 15 30 24 GE-BA1-06 0

0 0

GWI-UP1 -04 3

14 7

GE-WAA-04 15 30

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30 10 GE-BA1-08 5

20 10 GWI-UP2-04 7

27 21 GE-WAA-06 0

15 13 GE-BA1-09 5

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10 5

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GE-WAA-08 15 30 13 GE TR-BA 1-01 B 5

13 7

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GE-WAA-09 15 30 13 GETR-BA 1-02A 5

13 7

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--=

GE-WAA-13 0

15 12

~

GE-WAA-14 10 30 10 PRELIMINARY - NOT

--=

GE-WAA-15 10 30 10 FOR CONSTRUCTION

~

GE-WU-01 1

5 5

i

~URNS

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~ MSDONNELL

==

~

9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed JANUARY 2021 A. ANSTAETT designed checked E. DULLE J. HESEMANN Cimmaron Environmental Response Trust GROUNDWATER EXTRACTION AND INJECTION FLOW RATE

SUMMARY

project I contract 120832 drawing rev.

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file P205 PHASE I & 11.DWG

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APPROX. STATIC GROUNDWATER ELEVATION 1010 1000 995 990 985 980 975 970 965 960 APPROX. LIMITS OF VERTICAL GCL LINER (SOUTH FACE ONLY)

J APPROX. BOTTOM 955" 950 0+00 OF SANDSTONE A 1+00 GWI-UP2-01 2+00 EB TRENCH COORDINATES GEOMETRY TABLE NORTHING EASTING DESCRIPTION 321529.7258 2093014.4743 BEGIN TRENCH 321564.5294 2093303.4023 END TRENCH 3+00 950 4+00 990 985 BEGIN TRENCH STAO+00 i i

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980 975 970 965 960 955 950 945

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APPROX. BOTTOM OF SANDSTONE A 1+00 2+00 GWI-UP2-04 3+00 EB TRENCH COO RD I NA TES GEOMETRY TABLE NORTHING EASTING DESCRIPTION 321647.2697 2093548.2085 BEGIN TRENCH 321749,5312 2093707.4032 TRENCH BEND 321882.1675 2093766.9496 END TRENCH 960 955 APPROX. LIMITS @

OF VERTICAL GCL C109 LINER (SOUTH FACE ONLY) 950 945 4+00 no.I date I by I ckd I description A 3/31/20 BCW RTB ISSUED FOR 90%

DESIGN NOTES:

1.

SUBSURFACE INFORMATION SHOWN IS BASED ON LIMITED INVESTIGATION AND IS PROJECTED TO THE TRENCH ALIGNMENT AT THE PROPOSED CONSTRUCTION LOCATION.

SUBSURFACE INFORMATION SHOW SHOULD BE CONSIDERED APPROXIMATE.

2.

3.

4.

5, REFER TO SHEET M102 FOR INJECTION WELL CONSTRUCTION DETAILS.

WHERE SILICA GRAVEL BACKFILL IS PROPOSED, TRENCH SHALL BE DEVELOPED BY JETTING WALLS WITH POTABLE WATER, AS DIRECTED BY ENGINEER.

STATIC GROUNDWATER ELEVATION ESTIMATED USING HIGHEST GROUNDWATER ELEVATIONS RECORDED AT MONITORING WELLS 1381, 1383, AND 1387 BETWEEN DECEMBER 2012 AND AUGUST 2016.

THE CALCULATED GROUNDWATER SURFACE AT DESIGN INJECTION RATE DOES NOT CONSIDER GEOMEMBRANE INSTALLATION ON THE ENDS AND SOUTHERN SIDE OF INJECTION TRENCHES.

6.

EXISTING GRADE SURVEYED 09/06/16.

7.

PLACE POTENTIALLY IMPACTED SOIL IN CONTRACTOR-APPROVED LOCATION.

~

50' 100*

PLAN VIEW SCALE IN FEET SECTION VIEW O VERTICAL liiiiiiiiiil 5'

10' SCALE IN FEET HORIZONTAL oliiliiiiiiiiiil~"""liiiiiiiiii-.:,i_so~* ~~~~1f

SCALE IN FEET PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

~

M~DONNELL 9400 WARD PARKWAY KANSAS CITY. MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 T. COLLINS designed B. WEIS checked R. BETTMENG Cimarron Environmental Response Trust INJECTION TRENCH DETAILS - SHEET 1 project 120832 I

contract drawing rev.

BMCD-GWREMED-C102 -

A sheet 19 of 32 sheets file C102 INJ TRN DET 1.DWG

BEGIN TRENCH STA 0+0Q 1010 1005 1000 995 985 980 975 970 APPROX. STATIC GROUNDWATER ELEVATION 965 960 955

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POTENTIALLY IMPACTED $OIL APPROX. TOP OF SANDSTONE A POND 1 1010 1005 1000 995 990 985 980 975 ROUNDWATER SURFACE AT DESIGN INJECTION RATE 970 SILICA GRAVEL TYP 965 960 955 GROUNDWATER SURFACE AT DESIGN INJECTION RATE 0+00 1+00 2+00 GWI-UP1-03 ED TRENCH COORDINATES GEOMETRY TABLE NORTHING EASTING DESCRI PTION 321337.1552 2092268.4426 BEGIN TRENCH 321310.1510 2092323.7212 GWI-UP1 -03A 321283.6789 2092379.1580 END TRENCH

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APPROX. BOTTOM OF TRENCH, TYP.

APPROX. STATIC

GROUNDWATER ELEVATION 0+00 1+00 2+00 GWI-UP1-04 E9 TRENCH COORDINATES GEOMETRY TABLE NORTHING EASTING DESCRIPTION 321169.7663 2092445.2442 BEGIN TRENCH 321113.7148 2092473.3128 GWI-UP1-04A 321058.9338 2092501.9056 END TRENCH 985 980 975 970 965 960 955 990 985 980 975 970 965 960 BEGIN TRENCH STA0+00 I

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DESIGN NOTES:

1.

SUBSURFACE INFORMATION SHOWN IS BASED ON LIMITED INVESTIGATION AND IS PROJECTED TO THE TRENCH ALIGNMENT AT THE PROPOSED CONSTRUCTION LOCATION.

SUBSURFACE INFORMATION SHOW SHOULD BE CONSIDERED APPROXIMATE.

2.

REFER TO SHEET M102 FOR INJECTION WELL CONSTRUCTION DETAILS.

3.

WHERE SILICA GRAVEL BACKFILL IS PROPOSED, TRENCH SHALL BE DEVELOPED BY JETTING WALLS WITH POTABLE WATER, AS DIRECTED BY ENGINEER 4.

STATIC GROUNDWATER ELEVATION ESTIMATED USING HIGHEST GROUNDWATER ELEVATIONS RECORDED AT MONITORING WELLS 1381, 1383, AND 1387 BETWEEN DECEMBER 2012 AND AUGUST 2016.

5.

THE CAL CU LA TED GROUNDWATER SURFACE AT DESIGN INJECTION RATE DOES NOT CONSIDER GEOMEMBRANE INSTALLATION ON THE ENDS AND SOUTHERN SIDE OF INJECTION TRENCHES.

6.

EXISTING GRADE SURVEYED 09/06/16.

7.

PLACE POTENTIALLY IMPACTED SOIL IN CONTRACTOR-APPROVED LOCATION.

0 liiiiiiiil 100' PLAN VIEW SCALE IN FEET SECTION VIEW 0 5'

10' VERTICAL SCALE IN FEET HORIZONTAL 0

50' 100 liiiiiiiil I

SCALE IN FEET PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

~MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 T. COLLINS designed B.WEIS checked R. BETTMENG Cimarron Environmental Response Trust INJECTION TRENCH DETAILS - SHEET 2 project 120832 I contract drawing rev.

BMCD-GWREMED-C 103 -

A sheet 20 of 32 sheets file C103 INJ TRN DET 2.DWG

965 960 955 950 945 APPROXIMATE GROUNDWATER SURFACE AT DESIGN INJECTION RATE 935 l,

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1i.V OF TRENCH, TYP.

920 920

4---------+----------l----

_9_15 ___ +----------+---------+--- 915 910 910 0+00 1+00 2+00 GWI-BA1-02 E9 TRENCH COORDINATES GEOMETRY TABLE NORTHING EASTING DESCRIPTION 322767.0507 2095435 0859 BEGIN TRENCH 322713.2942 2095434.8055 GWI-BA1 -02A 322659.9263 2095434.6929 END TRENCH APPROXIMATE GROUNDWATER SURFACE AT DESIGN INJECTION RA TE 960 955 945 940 93 925

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---.....___I

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/

WAA ACCESS ROAD no. I date I by I ckd I description A 3/31/20 BCW RTB ISSUED FOR 90%

DESIGN NOTES:

1.

SUBSURFACE INFORMATION SHOWN IS BASED ON LIMITED INVESTIGATION AND IS PROJECTED TO THE TRENCH ALIGNMENT AT THE PROPOSED CONSTRUCTION LOCATION.

SUBSURFACE INFORMATION SHOW SHOULD BE CONSIDERED APPROXIMATE.

2.

REFER TO SHEET M102 FOR INJECTION WELL CONSTRUCTION DETAI LS.

3.

WHERE SILICA GRAVEL BACKFILL IS PROPOSED, TRENCH SHALL BE DEVELOPED BY JETTING WALLS WITH POTABLE WATER, AS DIRECTED BY ENGINEER.

4.

STATIC GROUNDWATER ELEVATION ESTIMATED USING HIGHEST GROUNDWATER ELEVATIONS RECORDED AT MONITORING WELLS 1381, 1383, AND 1387 BETWEEN DECEMBER 2012 AND AUGUST 2016.

5.

THE CALCULATED GROUNDWATER SURFACE AT DESIGN INJECTION RATE DOES NOT CONSIDER GEOMEMBRANE INSTALLATION ON THE ENDS AND SOUTHERN SIDE OF INJECTION TRENCHES.

6.

EXISTING GRADE SURVEYED 09/06/16.

7.

PLACE POTENTIALLY IMPACTED SOIL IN CONTRACTOR-APPROVED LOCATION.

~

0 50' 100' PLAN VIEW Iii-iii I

SCALE IN FEET SECTION VIEW 5'

10' VERTICAL -

SCALE IN FEET HORIZONTAL 50' 100' SCALE IN FEET PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

~MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 T. COLLINS designed B. WEIS checked R. BETTMENG Cimarron Environmental Response Trust INJECTION TRENCH DETAILS - SHEET 3 project 120832 I

contract drawing rev.

BMCD-GWREMED-C104 -

A sheet 20 of 32 sheets file C104 INJ TRN DET 3.DWG

~

BOLLARD (TYP. 2)

~

(SEENOTE1 )

30" DIAMETER H-20 RATED STEEL MANHOLE WITH 3/8" DIAMOND PLATE STEEL COVER EXISTING GROUND TRANSDUCER CABLE 6" INJECTION WELL SCREEN AND CASING (SEE NOTE 2)

LEVE:.L TRAl\\jSDUCER BY ')~HfRS SAND FILTER PACK SECTION INSTRUMENTATION JUNCTION BOX (SEE NOTE 3)

COMPACTED BACKFILL 2" SCH. 80 PVC ITLESS ADAPTER

1 1/4" SDR-11 HOPE INJECTION DROP PIPE 6" DIA END CAP A

BOLLARD (TYP. 4)

(SEE NOTE 1)

TYPICAL INJECTION WELL NOTTO SCALE C004 coo EXISTING GROUND 1

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COMPACTED BACKFILL PROVIDE PUMP SUPPORT CAB PUMP POWER CABLE TRANSDUCER CABLE BENTONITE SEAL l FVfl TRANSDUCER

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SECTION TYPICAL EXTRACTION WELL NOTTO SCALE 30" DIAMETER H-20 RATED STEEL MANHOLE WITH 3/8" DIAMOND PLATE STEEL COVER 12"(MIN.)

INSTRUMENTATION JUNCTION BOX (SEE NOTE 3)

POWER JUNCTION BOX (SEE NOTE 3) 6" EXTRACTION WELL SCREEN AND CASING (SEE NOTE 3)

LD BOLLARD (TYP. 2)

~

(SEENOTE 1) 30" DIAMETER H-20 RA TED STEEL MANHOLE WITH 3/8" DIAMOND PLATE STEEL COVER EXISTING GROUND TRANSDUCER CABLE 6" INJECTION WELL SCREEN AND CASING (SEE NOTE 2)

/ITT

-INSTRUMENTATION JUNCTION BOX (SEE NOTE 3)

COMPACTED BACKFILL

>-: >-Y,

'/'

~~~

2" SCH. 80 PVC PITLESS ADAPTER TRENCH BACKFILL GRAVEL (SEE NOTE 4)

LEVEL TRANSDUCER

/BY OTHFRS) 1 1/4" SDR-11 HOPE INJECTION DROP PIPE 6" DIA. END CAP EXISTING GROUND BOLLARD (TYP. 4)

(SEE NOTE 1)

't~i~~

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COMPACTED BACKFILL PROVIDE PUMP SUPPORT CAB PUMP POWER CABLE TRANSDUCER CABLE 4" SDR-11 HOPE 0.06" ---

SLOTTED PIPE (SEE NOTE 5)

SECTION TYPICAL INJECTION TRENCH SUMP NOTTO SCALE SECTION TYPICAL EXTRACTION SUMP NOTTO SCALE N

30" DIAMETER H-20 RATED STEEL MANHOLE WITH 3/8" DIAMOND PLATE STEEL COVER INSTRUMENTATION JUNCTION BOX (SEE NOTE 3)

POWER JUNCTION BOX (SEE NOTE 3)

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2" SCH. 80 PVC PITLESS ADAPTER 4** SUBMERSIBLE PUMP W/ '1-PHASE 480V EU:CTRIC MOTOR (BY OTHFRS1 TRENCH BACKFILL GRAVEL (SEE NOTE 4) no.I date I by I ckd I description A

3/31/20 EA RH ISSUED FOR 90%

DESIGN NOTES:

1.

SUBCONTRACTOR SHALL VERIFY QUANTITY AND LOCATION OF BOLLARDS WITH ENGINEER PRIOR TO CONSTRUCTION.

2.

INJECTION WELL SCREEN AND CASING LENGTHS VARY. REFER TO DRAWING M202 FOR INJECTION WELL CONSTRUCTION DETAILS.

REFER TO DRAWINGS C102 THROUGH C104 FOR TYPICAL INJECTION TRENCH PROFILES.

3.

REFER TO ELECTRICAL DRAWINGS FOR DETAILS.

4.

REFER TO DRAWING C101 THROUGH C104 FOR TRENCH CONSTRUCTION DETAILS.

PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

~MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 E. AHLEMEYER designed checked E. DULLE R. HORMELL Cimarron Environmental Response Trust INJECTION AND EXTRACTION WELL DETAILS project 120832 I contract drawing BMCD-GWREMED-M102 -

sheet 2

of 8

file M102.DWG rev.

A sheets

8' 2" INJECTION SUPPLY LINES \\

(SEE NOTE 5)

\\

ui UJ

\\

iii INJECTION MANIFOLD AREA -\\

(SEE NOTE 5)

\\

A I

(/)

cii_

5 4' DIAMlcTER,NJE:CTION rEED TANk,<::U PP; IF[) RY CITHl=R~:1 MCC I CONTROL PANEL AREA **-**/

(SEE NOTE 4) 4" ST Al NLESS STEEL BALL VALVE 55-GALLON METERING TANK AREA ~

(SEE NOTE 2)

~

(/)

(,(;

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'ci.

if i------------------------------------------ 20' ----------

PLAN WESTERN AREA TREATMENT INJECTION SYSTEM LAYOUT a

1*

2*

1r-SCALE IN FEET IS

4" STAINLESS STEEL PIPING WITH HEAT TRACING (BY OTHERS)

SAMPLE PORT TEE

-* 2" STAINLESS STEEL

/

PIPING WITH HEAT

/

TRACING (BY OTHERS)

/

GLOBE VALVE r

CHECK VALVE I

I I

I

~

--=[

RE-FER T-)

VFS-EPM 0u\\l-Dv\\lG-,3 130 N'AGNfTIC rLOW METE ~

(SEE NOTE 8 PROVIDED BY OTHERS'

~

INJECTION INFLUENT

/

CONNECTION FLANGE

/

(SEE NOTE 1) ui

\\

SEE NOTE-,

_t IN.EC'ION CONTAINE:R

,BY Cfil-tERS' no I date I by I ckd I description EA RH ISSUED FOR 90%

DESIGN NOTES:

1.

INJECTION INFLUENT WATER STREAM WILL BE SUPPLIED FROM THE NORTH SIDE OF THE INJECTION CONTAINER INSTALL FLANGED CONNECTIONS THROUGH CONTAINER WALL TO FACILITATE PIPE CONNECTIONS FLANGES SHALL BE 4", 250# RATED 2

55-GALLON CHEMICAL FEED DRUMS WILL REQUIRE FREQUENT REPLACEMENT. DRUMS SHALL BE ST AGED NEAR THE DOUBLE DOORS AND PLUMBING/EQUIPMENT SHALL BE INSTALLED TO FACILITATE DRUM REMOVAUREPLACEMENT

3.

REFER TO VFS-EPM-000-DWG-E-113 FOR POWER AND CONTROL CABLE ROUTING DETAILS.

4.

BURIED POWER CABLE WILL BE SUPPLIED FROM NORTHEAST OF THE INJECTION CONTAINER AND STUBBED UP NEAR THE NORTHERN EXTERIOR WALL. SUPPLIER SHALL PROVIDE AND INSTALL LOCATIONS FOR POWER SUPPLY CONNECTION AND ALL ASSOCIATED APPURTENANCES FOR CONNECTIONS, PENETRATIONS, AND ROUTING AS NECESSARY.

5.

BURIED INJECTION SUPPLY PIPING WILL BE SUPPLIED FROM SOUTH OF INJECTION CONTAINER AND STUBBED UP THROUGH FLOOR OF CONTAINER.

LOCATIONS ARE SHOWN FOR INFORMATION ONLY. INJECTION SKI SUPPLIER SHALL PROVIDE LOCATIONS FOR INJECTION FLOOR PENETRATION LOCATIONS FOLLOWING DETAILED DESIGN

6.

REFER TO K-EPM-OWG-C-110 FOR WATF SITE PLAN

7.

REFER TO DRAWINGS P103 ANO P104 FOR PROCESS AND INSTRUMENTATIO DIAGRAMS.

8 INSTALL FLOW METER WITH A MINIMUM OF 5 STRAIGHT PIPE DIAMETERS UPSTREAM AND 2 STRAIGHT PIPE DIAMETERS DOWNSTREAM FROM THE ELECTRODE PLANE.

PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

"-.M~DONNELL 9400 WARD PARKWAY KANSAS CITY, M06411 4 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 E. AHLEMEYER designed checked E. DULLE R. HORMELL Cimarron Environmental Response Trust WESTERN AREA TREATMENT INJECTION SYSTEM LAYOUT project 120832 I contract drawing BMCD-GWREMED-M103 -

sheet 3

of 8

file M103.DWG rev A

sheets

INJECT 01\\, FEED T "",, C50 G-,L

,~k. cc* 1

,SEE NCTE 5 PROVIDE[' B'y OTHERS 2" STAINLESS STEEL PIPING \\

HEATTRACE -\\

(NOTE 3)

BY OTHERS

~

RFFEk ~0 VFS-EPM-000-D'vvG G- *30 CONCRETE P1\\0 FOR T41NK 1BY CTHERS' 13 9' 5' 6" 1 0

4" STAINLESS STEEL PIPING WITH HEAT TRACING (BY OTHERS)

NJFCTION FFFD fANh, '050-GAL,TK-001)

SEE' NOTt:, PROVIDED BY QTHFRSl INJECTION TANK SUPPLY CONNECTION FLANGE r,.,.

--1 ls-- U,...----UII...... __.-.J I 8

4" STAINLESS STEEL BALL VALVE SAMPLE PORT TEE SECTION WESTERN AREA TREATMENT INJECTION SYSTEM LAYOUT 2l

,,,,,,,,-- INJECTION INFLUENT CONNECTION

/

FLANGE (SEE NOTE 4)

SECTION CONCRETE PAD FOR SKID ENCLOSURE,BY OTHERS\\

B WESTERN AREA TREATMENT M103 INJECTION SYSTEM LAYOUT SCALE IN FEET 4'

I g 6' lJ N.!E('.!0 i,,.-,..:_:,,n*,\\1t\\!E-J:"

,oFF-NlVE'S 5 ANG, PROVIDED BY OTHERS)

INJEC""."IQI\\ CCNTt'IINlR

SEE-NOTES 5.!11':[ -

PROV'DEC !3Y :-n>-<"=RS no.I date I by I ckd I description A

3/31/20 EA RH ISSUED FOR 90%

DESIGN NOTES:

1. REFER TO MECHANICAL AND ELECTRICAL SHEETS FOR DETAILS REGARDING APPLICABLE PIPING AND INSTRUMENTATION COMPONENTS.

2. REFER TO C006 AND COOS FOR FUTURE GRADING OF FACILITY AREAS.

3. REFER TO VNSFS DWG P-115 FOR DETAILS.

4. INSTALL FLANGED CONNECTIONS THROUGH CONTAINER WALL TO FACILITATE PIPE CON NECTIONS.

FLANGES SHALL BE 4", 250# RATED.

FLANGE SHALL BE LOCATED 2' ABOVE CONTAI NER FLOOR

5. TANK AND INJECTION CONTAINER SHALL BE A NCHORED IN ACCORDANCE WITH THE DETAILS PROVIDED ON VFS-EPM-000-DWG-S DRAWINGS.

6. PIPE SUPPORTS SHALL BE INSTALLED IN ACCORDANCE WITH THE D ETAILS SHOWN ON VFS-EPM-000-DWG-S-115 AND SPECIFICATION 22 05 29.

7. BUILDING SHALL BE INSULATED TO OBTAIN MINIMUM U-FACTOR OF 0.065.

PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

~MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FI RM LICENSEE NO. 421 detailed MARCH 2020 E. A HLEMEYER designed checked E DULLE R HORMELL Cimarron Environmental Response Trust WESTERN AREA T REATM ENT INJECTION SYSTEM ELEVATION project 120832 I contract drawing BMCD-GWREMED-M 104 sheet 4

of 8

file M104.DWG rev.

A sheets

MCC/CONTROLPANEL AREA (SEE NOTE 4)

I I

I I TO POWER DISTRIBUTION __J RACK (REFER TO E-SERIES DRAWINGS FOR DETAILS) 2" INJECTION- ~UPPL Y LINES _

/

(SEE NOTE 5) I

\\__

TO COMMUNICATIONS PULLBOX C-2 (REFER TO VFS-EPM-000-DWG-E-211 FOR DETAILS)

TO URANIUM IX TREATMENT SKID (REFER TO VFS-EPM-000-DWG-E-211 FOR DETAILS)

INJECTION MANIFOLD AREA (SEE NOTE 5)

'. 950-GALLON INJECTION __/

FEED TANK AND 55--GALLON METERING TANK AREA (SEE NOTE 2)

PLAN BURIAL AREA 1 GROUNDWATER C009 INJECTION SYSTEM LAYOUT 0

2' 4'

~-

SCALE IN FEET INJECTION INFLUENT~

CONNECTION FLANGE (SEE NOTE 1)

\\

l"IJEc~,ol\\ CC\\iTA NZF'

\\StE: N'J E-S 6 s, PkO'v OED B'\\' OTHERS C'ONC.RE.1 E PAO tcQR SKID

£1,; '.-JSURE: 1Br C'Tt-,FR$1 no.I date I by I ckd I description A b3/31/2d EA I RH IISSUED FOR 90%

1 DESIGN NOTES:

1.

INJECTION INFLUENT WATER STREAM WILL BE SUPPLIED FROM THE SOUTHEAST SIDE OF THE INJECTION CONTAINER INSTALL FLANGED CONNECTIONS THROUGH CONTAINER WALL TO FACILITATE PIPE CONNECTIONS FLANGES SHALL BE 2".

250# RATED.

2 55-GALLON CHEMICAL FEED DRUMS WILL REQUIRE FREQUENT REPLACEMENT. DRUMS SHALL BE STAGED NEAR THE DOUBLE DOORS AND PLUMBING/EQUIPMENT SHALL BE INSTALLED TO FACILITATE DRUM REMOVAL/REPLACEMENT.

3.

REFER TO VFS-EPM-000-DWG-E-113 FOR POWER AND CONTROL CABLE ROUTING DETAILS.

4.

BURIED POWER CABLE WILL BE SUPPLIED FROM SOUTHWEST OF THE INJECTION CONTAINER AND STUBBED UP NEAR THE SOUTHWESTERN EXTERIOR WALL SUPPLIER SHALL PROVIDE AND INSTALL LOCATIONS FOR POWER SUPPLY CONNECTION AND ALL ASSOCIATED APPURTENANCES FOR CONNECTIONS, PENETRATIONS. AND ROUTING AS NECESSARY.

5.

BURIED INJECTION SUPPLY PIPING WILL BE SUPPLIED FROM NORTHWEST OF THE INJECTION CONTAINER AND STUBBED UP THROUGH THE FLOOR OF THE CONT Al NER. LOCATIONS ARE SHOWN FOR INFORMATION ONLY SUPPLIER SHALL PROVIDE LOCATIONS FOR INJECTION FLOOR PENETRATION LOCATIONS FOLLOWING DETAILED DESIGN.

6.

INJECTION CONTAINER HEIGHT SHALL BE 9' 6."

7.

BUILDING SHALL BE INSULATED TO OBTAIN MINIMUM U-FACTOR OF 0.065.

8.

REFER TO P104 FOR PROCESS AND INSTRUMENTATION DIAGRAM.

9.

REFER TO K-EPM-DWG-G-200 FOR BA 1 GENERAL ARRANGEMENT PLAN.

PRELIMINARY - NOT FOR CONSTRUCTION date

~ BURNS

~MS DONNELL 9400 WARD PARKWAY KANSAS CITY, MO64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 E. AHLEMEYER designed checked E. DULLE R HORMELL Cimarron Environmental Response Trust BURIAL AREA 1 TREATMENT INJECTION SYSTEM LAYOUT project 120832 I contract drawing BMCD-GWREMED-M105 -

sheet 5

of 8

file M105.DWG rev.

A sheets

I no.I date I by I ckd I description A f3131!2~ EA I RH ISSUED FOR 90%

I DESIGN NOTES:

1.

SCREEN SLOT SIZE AND FILTER BA 1 Injection Well Construction Details PACK WILL BE VERIFIED UPON WA Injection Well Construction Details COLLECTION AND ANALYSIS OF Total Depth Well Drop Pipe Drop Pipe FORMATION GRAIN SIZE Total Depth Well Drop Pipe Drop Pipe of Well (ft Diameter Diameter Length Well Screen Screen Slot DISTRIBUTION DATA.

of Well (ft Diameter Diameter Length Well Screen Screen Slot Injection Well ID bgs)

(inches)

(ft)

Material Length Size (in)

Filter pack

2.

ACTUAL INJECTION WELL DEPTHS Injection Well ID bgs)

(inches)

(ft)

Material Length Size (in)

Filter pack GWI-BA1-01A 26 6

1.25 28 PVC 21 0.06 Gra-.el Backfill AND SCREEN LENGTHS WILL BE DETERMINED AT TIME OF GWI-WU-01A 17 6

1.25 16 PVC 10 0.06 Gra'vel Backfill GWI-BA1-02A 24 6

1.25 23 PVC 10 0.06 Gravel Backfill CONSTRUCTION.

GWI-UP1-01A 30 6

1.25 30 PVC 11 0 06 Gra'vel Backfill GWI-BA 1-03A 21 6

1.25 20 PVC 10 0.06 Gravel Backfill INJECTION TRENCH WELLS

3.

GWI-UP1-02A 30 6

1.25 61 PVC 10 0.06 Gra'vel Backfill GWI-BA1-01A, GWI-UP1-01A, GWI-UP1-03A 30 6

1.25 29 PVC 10 0.06 Gra'vel Backfill GWI-UP1-02A, AND GWI-UP2-01D WERE INSTALLED DURING THE 2017 GWI-UP1-04A 30 6

1.25 29 PVC 10 0.06 Gra'vel Backfill PILOT STUDY.

GWI-UP2-01A 23 6

1.25 35 PVC 10 0.06 Gra'vel Backfill GWI-UP2-01 D 30 6

1.25 45 PVC 15 0.06 Gra'vel Backfill GWI-UP2-04A 16 6

1.25 12 PVC 10 0.06 Gra'vel Backfill GWI-UP2-04B 14 6

1.25 12 PVC 10 0.06 Gra'vel Backfill GWI-UP2-02 70 6

1.25 63 PVC 10 0.04 10-20 GWI-UP2-03 70 6

1.25 63 PVC 10 0.04 10-20

~

-c:_

--I

-=

--' J

~

i

~

I PRELIMINARY - NOT FOR CONSTRUCTION

]

7

~URNS

-==

~ MSDONNELL

~

9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed MARCH2020 E. AHLEMEYER designed checked E.DULLE R. BETTMENG Cimaff'On Environmental Response Trust CONSTRUCTION DETAILS INDEX INJECTION WELLS project I contract 120832 drawing rev.

BMCD-GWREMED-M202 -

A sheet 7

of 8

sheets I

file M202.DWG

CHEMICAL PRF-TRFATMFNT DRUM (BY OTHERS)

LOI 1101 WESTERN AREA INJECTION SYSTEM ENCLOSURE

~

CHE:MICAL

-(;)- ~

r-0-::.-,.. __ ~

1\\~~

PR[ fRE/HlvffNT r-O-=r-1-----,

1\\~~

TK-003 DRUM \\BY O I HERS, TK-002 I

I I

I SSGAL -~

E: <>

j 55GAL l;@E:-1---- -- - ------ ----- - - -- ------------------------------ -:

I 1/4"O.D. -

~

\\

I DOUBLE-WALLED I

I POLYETHYLENE I

~

1/4" 0.D.

I CHEMICAL f -7 1

I I

INJECTION LINE

~

,,..-'--c-,,.-L..s:--

I DOUBLE-WALLED POLYETHYLENE CHEMICAL INJECTION LINE I

'SC' FC' I

I

--+-=-+-~+--------------------------------------------------------,

I I

,002 / '- 001 /

I I

I MP-001 -~

1 YI HS' ON/OFF I

,- 1/4" O.D. DOUBLE-WALLED I

I I

/

C I

I I

,002_,,1!\\.1113/

POLYETHYLENE CHEMI AL I

I I

/

INJECTION LINE NOTES 1,2,3,4,5

~--

./

I I

I

'-----------------+------t.

n I

I I

f -7

~-------------------------------------~------------------------------------------- :-----~

I/ SC '\\I/' FC' I

I

--+---+--~ --- - - -- --- ---- --- --------------------------------------------------- -- --------------- ~ ---~

I 1\\...

003

../1\\..

002

_,,1 I

,,-- 1/4" 0.0. DOUBLE-WALLED II II

/

YI '\\I/ HS' ON/OFF

/

POLYETHYLENE CHEMICAL I

I 1\\..003_,,1!~114_,

/

INJECTION LINE I

I I

NOTES 1,2,3,4,5

/

4"-EGW - PVC \\

INJECT ATE (P104 1001

\\

TO P-001 PVC SS WATF INJECTION SYSTEM INSTRUMENTATION

'1.AHH' 1LALL'

, 111~ ~11~

/ LAH' !/LAL'

,~11~1~11~

~

ON/OFF

-p~

1

~--------

LT MXR-001 1112 NOTE 1

BY OTHERS)

INJECTIOI\\J i=EED 1.4NK.

TK-001

,BY OTHERS; I

I I

I V zc "V HS"1 ON/OFF I N0~ ;- ~ 2J; - ----

I t\\012.)\\1115,;j

NOTES 2,3,4,5,8 I

I 1

I I

FT I

I NOTE 7 M

c _,..

~

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1113 t

2 er-*

<:S I

l

- ----"~"--1l1-iG]Hlt------$-1l1 ~ b ----'f~

~ j CV-001

,,u,* v1

- '\\ i-r()}-

2,050GAL

~

FE MC:{;~*2

*'t~~~;;

1113 (8" OTHERS1 DRAIN _./

I\\ hGf'lE1"1C

\\

, _ SAMPLE PORT PRE-TREATMENT r::._cw METER 1

INJECTION QUILL WITH

,ev OTHERS; L 4" _ EGW _ ss CHECK VAL VE (TYP. 2)

MP-001 MP-002 LOCATION PUMP ID LEAK DETECTION FLOW METER/

LEVEL SWITCH ID LEVEL TRANSDUCER CONTROL VALVE ID METERING PUMP METERING PUMP INDICATOR ID TRANSMITTER ID ID FT-1113 MOV-012 MAKE: STENNER MAKE: STENNER TANK INFLUENT PIPING MODEL S3001AA101N MODEL: S3001AA101 N LSL-1101 LT-1112 OUTLET TUBING SIZE: 1/4" OUTLET TUBING SIZE: 1/4" INJ ECTION FEED TANK LSH-1101 POWER: 120 VAC POWER: 120 VAC LSL-1102 LT-2004 MAX. CAPACITY: 5.0 GPO MAX. CAPACITY: 5.0 GPO MP-001 LDl-11 02 MAX. PRESSURE: 100 PSI MAX. PRESSURE: 100 PSI CHEMICAL DOSING SYSTEM MP-002 LDl-11 03 LSL-1103 LT-2005 INJECTION SYSTEM ENCLOSURE LDl-1101 I

no. I date I by I ckd I description A 102/04/211 EAA I JRH ISSUED FOR

'I PRELIMINARY DESIGN NOTES:

1.

LEVEL SWITCH LOW; CEASE TREATED WATER INJECTION MODE.

FORCE MXR-001 OFF VIA HARDWIRE ACTION. FORCE MOV-012 CLOSED VIA HARDWIRE ACTION.

2.

LEVEL SWITCH HIGH ; CEASE TREATED WATER INJECTION MODE.

FORCE MOV-012 CLOSED VIA HARDWIRE ACTION.

3.

LEVEL SWITCH LOW; CEASE TREATED WATER INJECTION MODE.

FORCE MOV-012 CLOSED VIA HARDWIRE ACTION.

4.

HIGH/LOW FLOW RATE; CEASE TREATED WATER INJECTION MODE.

5.

HIGHPRESSUREAT PT-111 2; SHUT DOWN P-001, MP-001, AND MP-002 AND CLOSE VALVE MOV-012.

6.

MOV-012 POSITION MODULATES ON TK-001 FLUID LEVEL.

7.

CONTROLS MP-001 AND MP-002 FEED RATE.

8.

LEAK DETECTED; SHUT VALVE MOV-012.

9.

REFER TO VFS-EPM-DWG-P-1 10 AND VFS-EPM-DWG-P-11 5.

10. SPECIFICATIONS FOR APPLICABLE PUMPS, PIPING, AND APPURTENANCES ARE SUBJECT TO CHANGE DURING PHASE I 90%

DESIGN.

PRELIMINARY - NOT FOR CONSTRUCTION

~BURNS

~MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 641 14 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed FEBRUARY 2021 designed E. AHLEMEYER checked E. DULLE J. HESEMANN Cimmaron Environmental Response Trust WESTERN AREA GROUNDWATER INJECTION SYSTEM P&ID I project 120832 I

contract drawing BMCD-GWREMED-P1 03 -

sheet 4

of 11 file P103 PHASE I & I1.DWG rev.

A sheets

I cv1--o--01 - -----11 f-1,[~]H I (FE\\/ ~

TO ADDITIONAL NOTE g NOTE 8 NOTE 10 INJECTION MANIFOLD----~----------~

LINES (QTY. 6)

TO ADDITIONAL INJECTION MANIFOLD LINES (QTY. 4)

7 NOTE4 I

I I

(Fe\\__f:i_ Irr\\_~

~~

I I

NOTE 6 I

I I

/

I I

I GROUNDWATER INJECTION

./

MANIFOLD LINE (TYP.) ~ /

I L

I I

1-LEVU TRANSDUCER (BY OTHERS) 2" - EGW - HOPE -....,

CLEANOUT \\

\\:,

l BRANCH LINE VALVE/

PITLESS CLEANOUT VAULT ADAPTER (SEE C108) 1 1/4" - EGW - HOPE 2"- EGW - PVC 1

I I

I

--+-----+----+-----------------------------~

NOTE 1 GROUNDWATER INJECTION WELL (TYP. OF 11)

~

NOTES LOCATION FAH FAL 1112 I 1112 TO WELL GWI-WU-01 TO WELL GWI-UP1 -01A TO WELL GWI-UP1-02A TO WELL GWI-UP1-03A TO WELL GWI-UP1 -04A TO WELL GWI-UP2-01A TO WELL GWI-UP2-010 TO WELL GWI-UP2-02 TO WELL GWI-UP2-03 TO WELL GWI-UP2-04A TO WELL GWI-UP2-04B INJECTION SYSTEM ENCLOSURE PHASE11 PHASE!

PHASE II PHASE II PHASE II PHASE II PHASE II PHASE II PHASE 11 PHASE II PHASE II PHASE 11 PHASE I

/

1 1/2" - EGW-PVC _J P-001 PRIMARY TRANSFER PUMP MAKE: GOULDS MODEL: 3ST1 H9C4 IMPELLER SIZE: 4-3/8-INCH OUTLET CONNECTION: 1-1/2" FNPT HP: 3 HP MAX. CAPACITY: 150 GPM MAX. TOH: 70 FT OPERATING CAPACITY: 149 GPM RPM: 3500 WATF INJECTION SYSTEM INSTRUMENTATION PRESSURE FLOW METER/

LEVEL TRANSDUCER TRANSMITTER ID TRANSMITTER ID ID PT-1101 FT-1101 LT-1101 PT-1102 FT-1 102 LT-1102 PT-1103 FT-1 103 LT-1103 PT-1104 FT-1104 LT-1104 PT-11 05 FT-1105 LT-1105 PT-1106 FT-1 106 L T-1106 PT-1107 FT-1 107 LT-1107 PT-1108 FT-1108 L T-1108 PT-1109 FT-1109 L T-1109 PT-1110 FT-1110 LT-1110 PT-1111 FT-1111 LT-1111 PT-11 12 FT-1112 LT-1112 WESTERN AREA INJECTION SYSTEM ENCLOSURE P-001 CONTROL VALVE ID MOV-001 MOV-002 MOV-003 MOV-004 MOV-005 MOV-006 MOV-007 MOV-008 MOV-009 MOV-010 MOV-011

~

PUMP ID P-001 INJECT ATE FROM TK-001 VFDID VFD-001 no.I date I by I ckd I description A 01/12/21 AA JRH ISSUED FOR PRELIMINARY DESIGN NOTES:

1.

HIGH WELL WATER LEVEL; CLOSE VALVE MOV-001. LOW WELL WATER LEVEL; ADJUST INJECTION FLOW RA TE AS ALLOWABLE.

2.

LEVEL SWITCH LOW; CEASE TREATED WATER INJECTION MODE.

FORCE MXR-001 OFF VIA HARDWIRE ACTION. FORCE MOV-012 CLOSED VIA HARDWIRE ACTION.

3.

LEVEL SWITCH HIGH; CEASE TREATED WATER INJECTION MODE.

FORCE MOV-012 CLOSED VIA HARDWIRE ACTION.

4.

HIGH/LOW PRESSURE; CLOSE VALVE MOV-001.

5.

HIGH/LOW FLOW RATE; CEASE TREATED WATER INJECTION MODE.

6.

HIGH/LOW FLOW RATE; CLOSE VALVE MOV-001.

7.

HIGH PRESSURE; SHUT DOWN P-001,

MP-001, AND MP-002 AND CLOSE VALVE MOV-012.

8.

ADDITIONAL MANIFOLD LINES LEAD TO GWI-UP1-01A, GWI-UP1-02A, GWI-UP1 -03A, AND GWI-UP1-04A.

9.

ADDITIONAL MANIFOLD LINES LEAD TO GWI-UP2-01A, GWI-UP2-01D, GWI-UP2-02, GWI-UP2-03, GWI-UP2-04A, AND GWI-UP2-04B.

10. MANIFOLD LINE LEADS TO GWI-WU-01 A.

11. EQUIPMENT ASSOCIATED WITH PHASE II ASSUMES ALL PROPOSED INFRASTRUCTURE IS INSTALLED UPON COMPLETION OF PHASE l.

12. SPECIFICIA TIONS FOR APPLICABLE PUMPS, PIPING, AND APPURTENANCES ARE SUBJECT TO CHANGE DURING PHASE I 90%

DESIGN.

PRELIMINARY - NOT FOR CONSTRUCTION

~BURNS

~MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed JANUARY 2021 A. ANSTAETT designed checked E. DULLE J. HESEMANN Cimmaron Environmental Response Trust WESTERN AREA GROUNDWATER INJECTION SYSTEM P&ID 11 project 120832 I contract drawing BMCD-GWREMED-P104 -

sheet 5

of 11 file P104_PHASE I & 11. DWG rev.

A sheets

BURIAL AREA 1 SYSTEM ENCLOSURE TO ADDITIONAL I

1-2" - EGW - PVC I

CHEMICAL PRF-TRE.ATMFNl DRUM 18'1' O~HERS' 1/4" O.D. DOUBLE-WALLED--.

POLYETHYLENE CHEMICAL

~

FEED LINE TK-006 55GAL INJECTION MANIFOLD,-.----....-----------,

LINES (QTY. 2)

I 3/4" PVC ~ 1 e------,c--,--,-,---,--,

I I

CV-006 (FE\\

I ~

,.::!::_/~

NOTE 7

~J-y l

I 1/4" O.D. DOUBLE-WALLED ____,,/

POLYETHYLENE CHEMICAL INJECTION LINE

-~ CHEMICAL PRE-TF~E.A,Tf'Jll::NT DRUM rgy OTHERS1 I

.~~,-<>

I I 1/4" O.D. DOUBLE-WALLED -.._

I POLYETHYLENE CHEMICAL I

FEED LINE I

I I

I I '

I I

I ON/OFF

~

-~

I I

I

--<>---------~

N/OFF I

I I

L __________________________________________ ~

/

~--------n @

NOTE2

~

y I

>-=--+-=~

ON/OFF TK-004

,3,6.7,8 I

7 I

I I

I NOTES 2,3,5,6,8, 11 I

I I

I :

0E\\. f7."I ~

~~

I NOTES 0- r~a~j 2

2105 Hl11~*--~-----,-----,

~ 2-EGW PVC GROUNDWATER INJECTION MANIFOLD LINE (TYP.)

L_

AG SCH80PVCt-HDPE UG CLEANOUT \\

\\

\\_

\\

\\_ 2" - EGW - PVC PITLESS BRANCH LINE VALVE/

ADAPTER CLEANOUT VAULT (SEE C108)

/~ 1 1/4" - EGW - HOPE LEVEL TRD,NSDUCER (BY OTHERS)

I I

I 1-1 I

I I

I 6-- -~ +--==-1--------------------------j NOTE 1 GROUNDWATER INJECTION WELL (TYP. OF 3)

LOCATION TO WELL GWI-BA1-01 TO WELL GWI-BA1 -02 TO WELL GWI-BA1-03 INJECTION SYSTEM ENCLOSURE INFLUENT PIPING INJECTION FEED TANK CHEMICAL DOSING SYSTEM

/'

1 1/4" - EGW - PVC _/

S-BAI

\\

DRAIN _,,,,-

l lNJECTION FEED TANK (BY OTHERS)

BA1 INJECTION SYSTEM INSTRUMENTATION PHASE PHASE I PHASE I PHASE I PHASE I PHASE I PHASE I PHASE I PRESSURE FLOW METER/

TRANSMITTER ID TRANSMITTER ID PT-2101 FT-2101 PT-2102 FT-2102 PT-2103 FT-2103 PT-21 04 FT-2104 FT-2105 P-002 PRIMARY TRANSFER PUMP MAKE: GOULDS MODEL: 2ST1 E9F4 IMPELLER SIZE: 3-7/8-INCH OUTLET CONNECTION: 1-1/4" FNPT HP: 1 HP MAX. CAPACITY: 81 GPM MAX. TDH: 51 FT OPERATING CAPACITY: 61 GPM RPM: 3500 LEVEL CONTROL VALVE ID PUMP ID TRANSDUCER ID LT-2101 LT-2102 LT-2103 L T-2104 MP-003 METERING PUMP MAKE: STENNER MODEL: S3001AA101N OUTLET TUBING SIZE: 1/4" POWER: 120 VAC MAX. CAPACITY: 5.0 GPD MAX. PRESSURE: 100 PSI MOV-013 MOV-014 MOV-015 P-002 MOV-016 MP-003 MP-004 MP-004 METERINGPUMP MAKE: STENNER MODEL: S3001AA101N OUTLET TUBING SIZE: 1/4" POWER: 120 VAC MAX. CAPACITY: 5.0 GPO MAX. PRESSURE: 100 PSI NOTE 10 MOV-016 (FC)

PRE-TREATMENT INJECTION QUILL WITH CHECK VALVE (TYP. 2)

VFDID VFD-002 CV-004 LJ LEAK DETECTION INDICATOR ID LDl-2101 LDl-2102 LDl-2103

/02 r;,v NOTE12 LEVEL SWITCH ID LSL-2101 LSH-2101 LSL-2102 LSL-2103 no.I date I by I ckd I description A 01/19/21 EAA JRH ISSUED FOR PRELIMINARY DESIGN NOTES:

1.

HIGH WELL WATER LEVEL; CLOSE VALVE MOV-0 13. LOW WATER LEVEL; ADJUST INJECTION FLOW RATE AS ALLOWABLE.

2.

LEVEL SWITCH LOW; CEASE TREATED WATER INJECTION MODE.

FORCE MXR-002 OFF VIA HARDWIRE ACTION. FORCE MOV-016 CLOSED VIA HARDWIRE ACTION.

3.

LEVEL SWITCH HIGH; CEASE TREATED WATER INJECTION MODE.

FORCE MOV-016 CLOSED VIA HARDWIRE ACTION.

4.

HIGH/LOW PRESSURE; CLOSE VALVE MOV-013.

5.

HIGH/LOW FLOW RATE. CLOSE VALVE MOV-013.

6.

LEVEL SWITCH LOW; CEASE TREATED WATER INJECTION MODE.

FORCE MOV-016 CLOSED VIA HARDWIRE ACTION.

7.

HIGH/LOW FLOW RATE; CEASE TREATED WATER INJECTION MODE.

8.

HIGH PRESSURE; CEASE TREATED WATER INJECTION MODE.

9.

MOV-016 POSITION MODULATES ON TK-004 FLUID LEVEL.

10. CONTROLS MP-003 AND MP-004 FEED RATE.

11. LEAK DETECTED; CLOSE VALVE MOV-016.

12. REFER TO VFS-EPM-DWG-P-1 10 AND VFS-EPM-DWG-P-215.

13. REFER TO DRAWING M203 FOR PIPING SPECIFICATIONS.

PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

'-'.MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 6411 4 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed JANUARY 2021 E. AHLEMEYER checked designed E. DULLE J. HESEMANN Cimmaron Environmental Response Trust BURIAL AREA 1 GROUNDWATER INJECTION SYSTEM P&ID project 120832 I contract drawing rev.

BMCD-GWREMED-P105 -

A sheet 6

of 11 sheets file P105_PHASE I & 11.DWG

--=

~

i

==

Treatment Effluent Criteria Constituent Source Groundwater Contaminant Treatment Additives Limitation Rationale Treatment Objectives Water Quality Objectives (for compliance and injection purposes)

Limitation Basis Groundwater Extraction Process Stream BAl (Outfall 001)

OPDES Permit Concentration Limits Uranium 1 Nitrate Fluoride pH

µg/L mg/L mg/L s.u.

530

-or-Report Only

$10 6.5-9.0 WATF (Outfall 001)

DEFINITIONS:

BA1 - BURIAL AREA 1 CONC. - CONCENTRATION EPA - ENVIRONMENTAL PROTECTION AGENCY mg/L - MILLIGRAMS PER LITER ND (1.0)

OPDES - OKLAHOMA POLLUTANT DISCHARGE ELIMINATION SYSTEM s.u. - STANDARD UNITS

µg/L - MICROGRAMS PER LITER USEPA - UNITED STATES ENVIRONMENTAL PROTECTION AGENCY WATF - WESTERN AREA TREATMENT FACILITY APPLICABLE EFFLUENT STANDARDS:

1.

CONCENTRATION LIMITS SPECIFIED IN THE OPDES PERMIT

2.

INJECTION CRITERION

3.

EPADWEL

4.

CMEAN PRESENTED IN THE OPDES PERMIT

5.

AVERAGE INFLUENT CONCENTRATIONS FOR WATF ANO BA1 GROUNDWATER PROCESS STREAMS

6.

WATER QUALITY REQUIREMENT SPECIFIED IN THE OPDES PERMIT RATIONALE FOR ESTABLISHING EFFLUENT CRITERIA:

1.

CONCENTRATION LIMlTS SPECIFIED IN THE OPDES PERMIT APPLY FOR URANIUM, NITRATE, FLUORIDE, AND PH.

2.

THE INJECTION CRITERION APPLIES IF:

Influent Cone.

Chlorides mg/L

$100 OPDES Permit Requirement Temperature There can be no addition of heat from artificial sources to the water discharged at Outfall 001 GENERAL NOTES:

1THE MAXIMUM TREATMENT EFFLUENT URANIUM CONCENTRATION FOR RE-INJECTION OR OPDES DISCHARGE IS 30 MG/L. MAXIMUM CONCENTRATION PRIOR TO NlTRATE REMOVAL IS NON-DETECT (1.0 MG/l DETECTION LlMlT).

A. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT AN INJECTION CRITERION EXISTS AND THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. (E.G., HETEROTROPHIC PLATE COUNT, LSI, ETC.).

B. IF THE INJECTION CRITERION IS LESS STRINGENT THAN THE CORRESPONDING INFLUENT CONCENTRATION.

3.

EPA DWELS APPLY IF THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE, THE CONSTITUENT IS NOT REFERENCED IN THE OPDES PERMIT, AND NO OTHER STANDARD (I.E., USEPA MCL)

EXITS (E.G., MOLYBDENUM, BORON).

4.

THE CMEAN PRESENTED IN THE OPDES PERMIT APPLIES IF:

A. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. OF A REGULATED CONSTITUENT (E.G., SELENIUM).

B. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT AN INJECTION CRITERION EXISTS AND THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. (E.G., COPPER).

5.

THE INFLUENT CONCENTRATION APPLIES IF:

A. AN INJECTION CRITERION EXISTS, THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC., AND THE INFLUENT CONCENTRATION IS MORE STRINGENT THAN OTHER STANDARDS (E.G.,

CMEAN) [E.G., SULFATE].

B. AN INJECTION CRITERION EXISTS BUT THE INJECTION CRITERION IS MORE STRINGENT THAN THE INFLUENT CONCENTRATION (E.G., MANGANESE - WATF PROCESS STREAM).

6.

WATER QUALITY REQUIREMENT SPECIFIED IN THE OPDES PERMIT APPLIES IF THERE ARE NO OTHER APPLICABLE CRITERIA OR STANDARDS (E.G., TOTAL HALOGENS).

I no. I date I by I ckd I description A 101/06/211 AA I JRH ISSUED FOR I

PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

~M~DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed JANUARY 2021 A. ANSTAETT checked designed E. DULLE J. HESEMANN Cimmaron Environmental Response Trust WATER TREATMENT DESIGN BASIS

SUMMARY

EFFLUENT CRITERIA - PHASE I SHEET 1 project 120832 I

contract drawing rev.

BMCD-GWREMED-P202 -

A sheet 8

of 11 sheets file P202 PHASE I.DWG

Treatment Eff luent Criteria Constituent Source Groundwater Contaminant Treatment Additives Limitation Rationale Treatment Objectives Water Quality Objectives (for compliance and injection purposes)

Limitation Basis Groundwater Extraction Process Stream BA1 (Outfall 002)

WATF (Outfall 001)

Constituent Source OPDES Permit Concentration Limits Uranium

µg/L S30

-or-ND (1 0) 1 Nitrate mg/L Fluoride pH mg/ L s.u.

6.5 - 9.0 Injection Crite rion Heterot rophic Plate Count (colonies/ml)

,.;300 Injection Criterion Anaerobic Growth pe rcent population

<,15%

2 Injection Criterion Sulfate Reducing Bacteria pre sence/

absence Absent Treatment Effluent Criteria Treatment Additives Injection Criterion Fe/Mn Reduci ng Bacteri a percent population 3

Absent Limitation Rationale Water Quality Objectives (for compliance and injection purposes)

Limitation Basis Groundwater Extraction Process Stream BAl (Outfall 002)

WATF (Outfall 001)

DEFINITIONS:

Criterion/

Influent Cone.

Sodium mg/L

80

582.6 BA 1 - BURIAL AREA 1 CaC03 -CALCIUM CARBONATE Infl uent C mc.:in Cone.

Zinc TOC

µg/L mg/L

,:,400

$3.95

'"A.34

$6.31 Cone./

Injecti on Injection Criterion Influent Cone.

Criterion Ortho-Phosphate TDS Total Iron mg/L mg/ L mg/L

$959 Sl.53 Sl

,.;1200

,.;1 Cmean - MEAN POLLUTANT EFFLUENT CONCENTRATION CALCULATED IN OPDES PERMIT.

CONC. - CONCENTRATION DWEL - DRINKING WATER EQUIVALENT LEVEL EPA - ENVIRONMENTAL PROTECTION AGENCY Fe2+ - FERROUS IRON LSI - LANGELIER SATURATION INDEX mg/L - MILLIGRAMS PER LITER OPDES - OKLAHOMA POLLUTANT DISCHARGE ELIMJNATJON SYSTEM Si02 - SILICA DIOXIDE s.u. - STANDARD UNITS TDS - TOTAL DISSOLVED SOLIDS TOC - TOTAL ORGANIC CARBON TSS-TOTAL SUSPENDED SOLIDS

µg/L - MICROGRAMS PER LITER USEPA - UNITED STATES ENVIRONMENTAL PROTECTION AGENCY WATF - WESTERN AREA TREATMENT FACILITY APPLICABLE EFFLUENT STANDARDS:

1.

CONCENTRATION LIMITS SPECIFIED IN THE OPDES PERMIT

2.

INJECTION CRITERION

3.

EPA DWEL

4.

CMEAN PRESENTED IN THE OPDES PERMIT Inf luent Cone.

Dissolved Iron mg/L (as Fe2*)

S0.56 SO.OS

5.

AVERAGE INFLUENT CONCENTRATIONS FOR WATF AND BA1 GROUNDWATER PROCESS STREAMS

6.

WATER QUALITY REQUIREMENT SPECIFIED IN THE OPDES PERMIT RATIONALE FOR ESTABLISHING EFFLUENT CRITERIA:

Injection Criterion Silica mg/L (asSi02)

<30

1.

CONCENTRATION LIMITS SPECIFIED IN THE OPDES PERMIT APPLY FOR URANIUM, NITRATE, FLUORIDE, AND PH.

2.

THE INJECTION CRITERION APPLIES IF:

Influent Cone./

Injection Injecti on Influe nt Injection Influ ent Criterion Criteri on EPA DWEL3 EPA DWEL3 Cmean 4

Cone.

Cmean Crite rion Cone.

Cmean Adenosine Tri phosphate (ATP)

LSI Molybdenum Boron Selenium Sulfate Copper Manganese Chlorides Nickel (col onies/ml) mg/L mg/L

µg/L mg/L mg/L mg/L mg/L

µg/L

,:,4,77 S251

,.;G.03

$0.10 Sl00,000

-0.5 - +0.5

'.',Q.20 S100

$14.3

58.97 S240

'.',Q.01 S0.54 Injection OPDES Permit Criterion Requirements Tannin/

lignin Te mperature mg/L There can be no addition of heat from artificial sources

<5 to the water discharged at Outfalls 001 & 002 GENERAL NOTES:

1THE MAXIM UM TREATMENT EFFLUENT URANIUM CONCENTRATION FOR RE-INJECTION OR OPDES DISCHARGE 15 30 MG/l. M AXIMUM CONCENTRATION PRIOR TO NITRATE REMOVAL IS NON-DETECT (1.0 MG/L DETECTION LIMIT).

2ANAEROB!C GROWTH ANALYSIS 15 CONDUCTED BY ANALYZING THE POPULATION OF SULFATE REDUCING BACTERIA (SRB), AS A PERCENTAGE OF THE TOTAL M ICROBIAL POPUlATION, BECAUSE SRB ARE THE M OST PROBABLE, PROLJFIC AND OBSERVABLE ANAEROBES IN GROUNDWATER.

3EPA DWEL USED fOR CONSTITUENTS FOR WHICH GROUNDWATER DATA AND Crv1EAN LEVELS ARE NOT AVAILABLE.

4~EAN VALUES PRESENTED IN OPDES DISCHARGE PERMIT USED FOR CONSTITUENTS FOR WHICH GROUNDWATER DATA ARE NOT AVAILABLE.

A. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT AN INJECTION CRITERION EXISTS AND THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. (E.G., HETEROTROPHIC PLATE COUNT, LSI, ETC.).

B. IF THE INJECTION CRITERION IS LESS STRINGENT THAN THE CORRESPONDING INFLUENT CONCENTRATION.

3.

EPA DWELS APPLY IF THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE, THE CONSTITUENT IS NOT REFERENCED IN THE OPDES PERMIT, AND NO OTHER STANDARD (I.E., USEPA MCL)

EXITS (E.G., MOLYBDENUM, BORON).

4.

THE CMEAN PRESENTED IN THE OPDES PERMIT APPLIES IF:

A. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. OF A REGULATED CONSTITUENT (E.G., SELENIUM).

B. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT AN INJECTION CRITERION EXISTS AND THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. (E.G., COPPER).

5.

THE INFLUENT CONCENTRATION APPLIES IF:

A. AN INJECTION CRITERION EXISTS, THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC., AND THE INFLUENT CONCENTRATION IS MORE STRINGENT THAN OTHER STANDARDS (E.G.,

CMEAN) [E.G., SULFATE].

B. AN INJECTION CRITERION EXISTS BUT THE INJECTION CRITERION IS MORE STRINGENT THAN THE INFLUENT CONCENTRATION (E.G., MANGANESE - WATF PROCESS STREAM).

6.

WATER QUALITY REQUIREMENT SPECIFIED IN THE OPDES PERMIT APPLIES IF THERE ARE NO OTHER APPLICABLE CRITERIA OR STANDARDS (E.G., TOTAL HALOGENS).

I no. I date I by I ckd I description A 102/04/211 EAA I JRH.ISSUED FOR

'I PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

'-'.MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed FEBRUARY 2021 E. AHLEMEYER designed checked E. DULLE J. HESEMANN Cimmaron Environmental Response Trust WATER TREATMENT DESIGN BASIS

SUMMARY

EFFLUENT CRITERIA - PHASE II SHEET 1 project 120832 I

contract drawing rev.

BMCD-GWREMED-P202 -

A sheet 8

of 11 sheets file P202 PHASE I1.DWG

Constituent Source Limitation Rationale Treatment Additives Limitation Basis OPDES Permit Requirements Treatment Effluent Criteria Water Quality Objectives (for compliance and injection purposes)

C-nean Injection Criterion Groundwater Constituents Influent Injection Injection Cmean C mean Cone.

Influent Cone.

Criterion Criterion Total Bicarbonate General Quality Lead Mercury Thallium Cyanide TSS Ammonia Silver Alkalinity Alkalinity Potassium Magnesium Chromium Groundwater Extraction Process Stream BAl (Outfall 002)

There shall be no discharge of a visible sheen of oil or globules of oil or grease on or in the water. Oil and grease shall not be present in quantities that adhere to stream banks and coat bottoms of watercourses. Surface waters of the State shall be maintained free from oil and grease and taste and odors. There shall be no discharge of floating solids or visible foam in other than trace amounts. The discharge WATF (Outfall 001) shall not contain chemical, physical, or biological substances in concentrations that are irritating to skin or sense organs or are toxic or cause illness upon ingestion by human beings.

Treatment Effluent Criteria Constituent Source Water Quality Objectives (for compliance and injection purposes)

Limitation Rationale Groundwater Constituents Limitation Basis Groundwater Extraction Process Stream BAl (Outfall 002)

WATF (Outfall 001)

DEFINITIONS:

BA1 - BURIAL AREA 1 Injection Criterion/

Influent Calcium mg/L 5180

5182 CaCO3 - CALCIUM CARBONATE Cmean Cmean Barium Arsenic Cadmium mg/L

µg/L

µg/L 53340

559.7

$0.28 Bis (2-Ethylhexyl) Phthalate

µg/L

'.53.29 1/2nean - MEAN POLLUTANT EFFLUENT CONCENTRATION CALCULATED IN OPDES PERMIT.

CONC. - CONCENTRATION DWEL - DRINKING WATER EQUIVALENT LEVEL EPA - ENVIRONMENTAL PROTECTION AGENCY Fe2+ - FERROUS IRON LSI - LANGELIER SATURATION INDEX mg/L - MILLIGRAMS PER LITER OPDES-OKLAHOMA POLLUTANT DISCHARGE ELIMINATION SYSTEM SiO2 - SILICA DIOXIDE s.u. - STANDARD UNITS TDS-TOTAL DISSOLVED SOLIDS TOG - TOTAL ORGANIC CARBON TSS - TOTAL SUSPENDED SOLIDS

µg/L - MICROGRAMS PER LITER USEPA-UNITED STATES ENVll3_ONMENTAL PROTECTION AGENCY WATF - WESTERN AREA TREATMENT FACILITY APPLICABLE EFFLUENT STANDARDS:

1.

CONCENTRATION LIMITS SPECIFIED IN THE OPDES PERMIT

2.

INJECTION CRITERION

3.

EPA DWEL

4.

~EAN PRESENTED IN THE OPDES PERMIT

5.

AVERAGE INFLUENT CONCENTRATIONS FOR WATF AND BA1 GROUNDWATER PROCESS STREAMS

6.

WATER QUALITY REQUIREMENT SPECIFIED IN THE OPDES PERMIT RATIONALE FOR ESTABLISHING EFFLUENT CRITERIA:

1,4-Dichlorobenzene

µg/L 50.19

1.

CONCENTRATION LIMITS SPECIFIED IN THE OPDES PERMIT APPLY FOR URANIUM, NITRATE, FLUORIDE, AND PH.

2.

THE INJECTION CRITERION APPLIES IF:

Cmean Dimethyl Phthalate

µg/L 5881

µg/L

<Q3.6 50.2

$15.S OPDES Permit Requirement Total Halogens mg/L 50.1

µg/L

µg/L 517.3 513.3 mg/L mg/L mg/L mg/L

µg/L (as CaCO3)

(as CaCO3) 50.20 5463 5462 545

$1.75 522.3 5325

$294 A INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT AN INJECTION CRITERION EXISTS AND THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. (E.G., HETEROTROPHIC PLATE COUNT, LSI, ETC.).

8. IF THE INJECTION CRITERION IS LESS STRINGENT THAN THE CORRESPONDING INFLUENT CONCENTRATION.

mg/L

3.

EPA DWELS APPLY IF THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE, THE CONSTITUENT IS NOT REFERENCED IN THE OPDES PERMIT, AND NO OTHER STANDARD (I.E., USEPA MCL)

EXITS (E.G., MOLYBDENUM, BORON).

4.

5.

6.

THE CMEAN PRESENTED IN THE OPDES PERMIT APPLIES IF:

A. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. OF A REGULATED CONSTITUENT (E.G., SELENIUM).

8. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT AN INJECTION CRITERION EXISTS AND THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC. (E.G.. COPPER).

THE INFLUENT CONCENTRATION APPLIES IF:

A. AN INJECTION CRITERION EXISTS, THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC, ETC., AND THE INFLUENT CONCENTRATION IS MORE STRINGENT THAN OTHER STANDARDS (E.G., CMEAN) [E.G., SULFATEj.

8. AN INJECTION CRITERION EXISTS BUT THE INJECTION CRITERION IS MORE STRINGENT THAN THE INFLUENT CONCENTRATION (E.G., MANGANESE - WATF PROCESS STREAM).

WATER QUALITY REQUIREMENT SPECIFIED IN THE OPDES PERMIT APPLIES IF THERE ARE NO OTHER APPLICABLE CRITERIA OR STANDARDS (E.G., TOTAL HALOGENS).

mg/L

µg/L

$36.4 5180

$102 I

no.I date I by I ckd I description A 1011061211 AA I ED ISSUED FOR I

'I PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

~MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 641 14 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 JANUARY 2021 detailed A.ANSTAETT designed checked E. DULLE J. HESEMANN Cimmaron Environmental Response Trust WvATER TREATMENT DESIGN BASIS

SUMMARY

EFFLUENT CRITERIA - PHASE I & 11 SHEET 2 project 120832 I contract drawing rev.

BMCD-GWREMED-P203 -

A sheet 9

of 11 sheets file P203 PHASE I.DWG

WSE WSE Limitation Basis Evaluation Evaluation Parameter Nitrate Chlorides Units mg/L mg/L Limit S5 Sl OO WSE WSE Limitation Basis Evaluation Evaluati on Parameter Dissolved Iron Tot al Iron' mg/L Units (as Fe I mg/L Limit so.oz

,;1 DEFINITIONS:

BA 1 - BURIAL AREA 1 CaCO3 - CALCIUM CARBONATE LSI - LANGELIER SATURATION INDEX mg/L - MILLIGRAMS PER LITER ml - MILLILITER mV - MILLIVOLT WSE Evaluation Ortho-Phosphat e mg/L Sl WSE Evaluation Copper mg/L

~-04 ORP - OXIDATION-REDUCTION POTENTIAL SiO2 - SILICA DIOXIDE s.u. - STANDARD UNITS TDS - TOTAL DISSOLVED SOLIDS TOG - TOTAL ORGANIC CARBON TSS - TOTAL SUSPENDED SOLIDS

µg/L - MICROGRAMS PER LITER

µm - MICROMETER

µS/CM - MICROSIEMENS PER CENTIMETER WATF - WESTERN AREA TREATMENT FACILITY WSE - WATER SYSTEMS ENGINEERING INC.

Injection Criteria BMCO WSE BMCD BMCD BMCD Evaluation Evaluation Evaluat io n Evaluation Evaluation Total Bica rbonate Calcium LSI TDC Alkalinity Alkalinity mg/L mg/L mg/ L mg/l (as CaC03)

(as CaCO,J N/A

-0.5-+o,5 S6.31 9163 N/A Injection Criteria WSE WSE WSE WSE BMCD Evaluation Evaluation Evaluat io n Evaluation Evaluation Tan nin/

Manganese Sulfate' Sili ca Lignin pH mg/L mg/L mg/L (as Si0 2) mg/L s.u.

S0.10 SlSO s30 ss 7-8 WSE WSE WSE BMCD BMCD BMCD BMCD WSE Evaluation Evaluation Eval uation Evaluation Evaluation Evaluation Evaluation Evaluat ion Non-Tot al Carbonat e c.arbonate TDS Conductivity ORP1 Hardness Hardness Hardne ss Sodium Magnesium mg/L mg/L mg/L mg/L

µ5/cm mV (asCaCO,J (as CaC03)

(as CaCO,J mg/l mg/L S400 S750 150- 220 S300 N/ A N/ A N/A S:180 WSE WSE WSE WSE WSE Evaluation Evaluation Evaluation Evaluation Evaluation Hete rotro Sulfate Fe/Mn Ade nosine phi c Plate Anaerobic Red ucing Reducing Tri phosph TSS TSS Count Growth Bacteri a Bacteria ate (ATP)

(colonies/

percent presence/

presence/

(colonies/

µm mg/L mil popu lation absence absence m l)

SlO 915 S300

~15%

Absent Absent Sl 00,000 BOLD - TREATED EFFLUENT IS EXPECTED TO EXCEED INJECTION CRITERION. PRETREATMENT WILL BE REQUIRED PRIOR TO INJECTION UNLESS OTHERWISE NOTED.

WSE Evaluati on Potassium mg/L S:5 BOLD {WITH SHADE) - TREATED EFFLUENT IS EXPECTED TO EXCEED INJECTION CRITERION; HOWEVER PRETREATMENT WILL NOT BE REQUIRED INITIALLY. IN-PROCESS MONITORING RES UL TS WILL BE EVALUATED TO ASSESS THE NEED FOR FUTURE PRETREATMENT.

GENERAL NOTES:

1.

AN UNDERGROUND INJECTION CONTROL (UIC) PERMIT WILL NOT BE REQUIRED FOR TREATED WATER INJECTION; THEREFORE THERE WILL BE NO PERMIT REQUIREMENTS FOR THE INJECT ATE.

2.

RESULTS OF THE WSE EVALUATION WERE PRESENTED IN A LETTER REPORT ENTITLED INJECTION WELL WATER QUALITY CRITERIA (DATED 9/25/18).

3.

RESULTS OF THE BMCD EVALUATION WERE PRESENTED IN A MEMORANDUM ENTITLED WATER QUALITY TARGETS FOR INJECTION WELLS (DATED 9/13/19).

4.

THE CRITERIA PRESENTED IN THIS TABLE APPLY ONLY TO TREATMENT SYSTEM EFFLUENTS UTILIZED FOR AQUIFER INJECTION.

5.

RESULTS OF THE BMCD EVALUATION WERE PRESENTED IN A MEMORANDUM ENTITLED WATER QUALITY TARGETS FOR INJECTION WELLS (DATED 9/13/19).

1ORP IS DEPENDENT ON NATURAL WATER CHEMISTRY AND ANY INDUCED SUBSURFACE TREATMENT TECHNOLOGIES EMPLOYED.

2TREATED EFFLUENT IS EXPECTED TO EXCEED INJECTION CRITERION FOR BA1 ONLY.

3rREATED EFFLUENT IS EXPECTED TO EXCEED INJECTION CRITERION FOR WATF ONLY.

I no l date I by I ckd I description A 101/06/211 AA I JRH ISSUED FOR PRELIMINARY DESIGN PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

~MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed JANUARY 2021 A. ANSTAETT designed checked E. DULLE J HESEMANN Cimmaron Environmental Response Trust WATER TREATMENT DESIGN BASIS

SUMMARY

INJECTION CRITERIA - PHASE I & 11 project 120832 I

contract drawing BMCD-GWREMED-P204 -

sheet 1 O of 11 file P204 PHASE I & 11.DWG rev.

A sheets

no.I date I by I ckd I description A 101/06/211 AA I JRH !ISSUED FOR PRELIMINARY DESIGN PHASE I FLOW RATE SUMMARIES WA Extraction Well/Trench Flow Rate Summary BA1 Extraction Well/Trench Flow Rate Summary WA Injection Well/Trench Flow Rate Summary BA 1 Injection Well Flow Rate Summary Extraction Minimum Flow Maximum Flow Nominal Flow Extraction Minimum Flow Maximum Flow Nominal Flow Injection Minimum Flow Maximum Flow Nominal Flow Injection Minimum Flow Maximum Flow Nominal Flow Well/Trench ID Rate (gpm)

Rate (gpm)

Well/Trench ID Rate (gpm)

Rate (gpm)

Well/Trench ID Rate (gpm)

Rate (gpm)

Well/Trench ID Rate (gpm)

Rate (gpm)

GETR-WU-02A 3

15 8

GE-BA1 -02 10 30 24 GWI-WU-01 3

28 8

GWI-BA1-01 5

32 10 GE-WAA-01 15 30 25 GE-BA1-03 10 30 18 GWI-BA1-02 2

12 4

GE-WAA-02 15 30 30 GE-BA1-04 10 30 24 GWI-BA1-03 2

12 4

GE-WAA-03 15 30 24 GE-BA1-05 10 30 10 GE-WAA-04 15 30 20 GE-BA1-06 10 30 10

~ GETR-BA1-01A

- 5 13 7

GETR-BA 1-02A- ------ 5 13 7

PHASE II FLOW RATE SUMMARIES WA Extraction Well/Trench Flow Rate Summary BA 1 Extraction Well/Trench Flow Rate Summary WA Injection Well/Trench Flow Rate Summary BA 1 Injection Well Flow Rate Summary Extraction Minimum Flow Maximum Flow Nominal Flow Extraction Minimum Flow Maximum Flow Nominal Flow Injection Minimum Flow Maximum Flow Nominal Flow Injection Minimum Flow Maximum Flow Nominal Flow Well/Trench ID Rate (gpm)

Rate (gpm)

Well/Trench ID Rate (gpm)

Rate (gpm)

Well/Trench ID Rate (gpm)

Rate (gpm)

Well/Trench ID Rate (gpm)

Rate (gpm)

GETR-WU-01A 1

5 4

GE-BA1-02 10 30 24 GWI-WU-01 3

28 8

GWI-BA1-01 5

32 10 GETR-WU-02A 3

15 8

GE-BA1-03 10 30 18 GWI-UP1-01 5

28 15 GWI-BA1-02 2

12 4

GE-WAA-01 15 30 25 GE-BA1-04 10 30 24 GWI-UP1-02 5

29 15 GWI-BA1-03 2

12 4

GE-WAA-02 15 30 30 GE-BA1-05 0

0 0

GWI-UP1-03 3

14 7

GE-WAA-03 15 30 24 GE-BA1-06 0

0 0

GWI-UP1-04 3

14 7

GE-WAA-04 15...

..... *--*.,. ____ *-* 36. ***-*-*******----

20 GWI-UP2-01 10 45 35 GE-BA1-07 0

0 0

... GE-WAA-05

- ******-** 36

... ***** 1o.

20 10 GWI-UP2-04 7

27 21 10 GE-BA1-08 5

GE-WAA-06 0

15 13 GE-BA1-09 5

20 10 GWI-UP2-02 2

10 5

-=

GWI-UP2-03

- - i 10

- ---* ********** 5... *****

1 GE-WAA-07 15 30 13 GETR-BA1-01A 0

0 0

GE-WAA-08 15 30 13 GETR-BA1-01B 5

13 7

GE-WAA-09 15 30 13 GETR-BA 1-02A 5

13 7

_i GE-WAA-10 15 30 13 GE~WAA~ff..

15

-*- 36 14 i

GE-WAA-12 15

......... ********** 30 13 GE-WAA-13 0

15 12

-=

GE-WAA-14 10 30 10 PRELIMINARY - NOT

~

GE-WAA-15 10 30 10 FOR CONSTRUCTION i

GE-WU-01 1

5 5

-= !

~URNS

~ M~DONNELL

_1 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed JANUARY 2021 A. ANSTAETT designed checked E. DULLE J. HESEMANN Cimmaron Environmental Response Trust

!GROUNDWATER EXTRACTION AND INJECTION FLOW RA TE

SUMMARY

project I contract 120832 drawing rev.

BMCD-GWREMED-P205 -

A sheet 11 of 11 sheets I

file P205 PHASE I & I1.DWG

,,-;C&E ~)Re,r..: #',

": :~V\\/ ~~D!-i n.1 t,Jf7 r -JLJ

JOf*

3P 2J SC VVU--01 h'P.TF BulLDlt-JC, f/CC-1 E E-1 T

E f::-1 Vl

~, C-Jf.1 Jf:.:*F~i-.*, 1:.;r:.

, r., \\ \\1\\1! T

'--._,/ 50(, I' i;.

(,I::\\: '!J-08 E E-1 v'T 10 E:30 0

0 0

2V

~ GE 'f\\J/..._~, 10 KEYED NOTES:

ELECTRICAL CONTRACTOR (EC) TO INSTALL FEEDER TO PAD MOUNTED UTILITY TRANFORMER FURNISHED BY OTHERS. EC TO PROVIDE POWER FEED FROM LOAD SIDE OF UTILITY DISCONNECT TO LINE SIDE OF UTILITY TRANSFORMER. EC TO COORDINATE LOCATION AND TERMINATIONS WITH UTILITY.

EC TO PROVIDE POWER FEED AS SPECIFIED ON CABLE AND CONDUIT SCHEDULE, TERMINATING CONNECTIONS ON EQUIPMENT SPECIFIED. EC TO PROVIDE POWER FEED WITH 40' OF COILED LABELED CONDUCTOR IN SPECIFIED ELECTRICAL TRANSITION VAULT TO BE TERMINATED BY OTHERS TO SOURCE.

EC TO INSTALL POLE MOUNTED (NEAR VAULT) VFD FURNISHED BY OTHERS. VFD TO INSTALL AT HEIGHT OF 4'-0". EC TO COORDINATE LOCATION WITH CIVIL AND MECHANICAL CONTRACTOR. EC TO PROVIDE POWER FEED FROM VFD TO PUMP VAULT JUNCTION BOX AND MAKE FINAL TERMINATIONS OF POWER FEED AND FURNISHED PUMP LEADS. REFER TO DETAIL 1, SHEET E201.

GE \\JJ!.J,.. n.

I-r 1 /

t:

i: 1 n E E-1 JT E E-'1 VT E. E-1 T

0 0

0 EC TO PROVIDE POWER FEED TO PUMP VAULT JUNCTION BOX AND MAKE FINAL TERMINATIONS OF POWER FEED AND FURNISHED PUMP LEADS. REFER TO DETAIL 1, SHEET E201.

EC TO PROVIDE XFMR FUSED DISCONNECT, XFMR AND PLATFORM PANEL, ALL EQUIPMENT ON PLATFORM TO BE NEMA 3R RATED. REFER TO DETAIL 1, SHEET E203. EC TO PROVIDE POWER FEEDS FOR ASSEMBLY AS SHOWN.

EC TO INSTALL VAULT WALL MOUNTED FLOW TRANSMITTER FURNISHED BY OTHERS. EC TO COORDINATE LOCATION WITH CIVIL AND MECHANICAL CONTRACTOR. REFER TO DETAIL 1, SHEET E201. EC TO PROVIDE NEMA 6P JUNCTION BOX FOR FLOW TRANSMITTER AND MAKE FINAL TERMINATIONS OF POWER FEED TO FLOW TRANSMITTER AND CONTROL TERMINATIONS FOR FACTORY INSTALLED LEADS TO METER AS SEEN ON DETAIL 2, SHEET E201.

GE V A/1--05 GE V/.f,-0[

r,;

rr t=.

1 r C.E i;!/-.A-1:-,

f:. E-1 Vl E E-1 VT E E-,

VT P-21 0

XFMR PLTFRM 30A 2P (30A)

P-21A SINGLE LINE CONTINUED; DRAWING E102 0

GENERAL NOTES:

1.

SEE DRAWING E104 THROUGH E106 FOR CABLE AND CONDUIT SIZES.

2.

CABLE AND CONDUIT BETWEEN XFMR WATF (LINE SIDE) AND SWBD-A SHALL BE PROVIDED BY VEOLIA DESIGN DRAWINGS.

3.

MATERIAL DEPICTED IN GRAYSCALE PROVIDED BY VEOLIA DESIGN DRAWINGS.

REFERENCE VEOLIA DRAWINGS VFS-EPM-000-DWG-E-110 FOR CLARIFICATION AND VFS-EPM-0O0-DWG-E-130 FOR ELEVATIONS.

4.

CONFIRM PHYSICAL LOCATIONS OF DEVICES WITH CIVIL AND MECHANICAL CONTRACTORS, REFERENCE LOCATIONS CAN BE OBTAINED ON DRAWING C002 OF THE CIVIL SET.

X 1c-F! h:ilh!IPZOl-.JE:

,sn1;-

f,;,JL LP-:i 240!,Lt>f 3\\:.f-('")

f7DAJ E r*

T f"

~

WU-01 0

FT F E-' Ill 1 P-23 r£i :

R-WU-01A_FT 0

no.I date I by I ckd I description A 03/31 /20 ACH SJD ISSUED FDR 90%

DESIGN PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

'-."-M~DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 A. HIMES designed checked S. DEFRANCESCO A. HIMES Cimarron Environmental Response Trust ELECTRICAL SINGLE LINE WATF project 120832 I contract drawing BMCD-GWREMED-E101 sheet 3

of 14 file E101.dwg rev.

A sheets

P-24 P-25 0

0 GETR-WU-02A_FT GE-WAA-01_FT 0

0 P-26 P-27 P-28 P-29 P-30 0

0 0

GE-VVAA-02_FT GE-WAA FT GE-WAA-04_FT GE-\\/VAA-05 _FT GE-WAA-06_FT 0

0 0

P-31 0

GE-VVAA-07 _FT 0

P-32 0

SINGLE LINE CONTINUED:

DRAWING E101 480V,1¢ 0

XMFR PLTFRM 240/120V PLTFRM PP-A

[240/120V]

1PH, 100A 3W+G 10kA 0 MCB (60A) 2 NEMA 3R GE-\\/VAA-08_FT 0

P-33 0

GE-WAA-09_FT 0

P-36 0

GE-VVAA-12_FT 0

0 0

0 P-34 0

GENERAL NOTES :

1.

SEE DRAWING E104 THROUGH E106 FOR CABLE AND CONDUIT SIZES.

2.

CONFIRM PHYSICAL LOCATIONS OF DEVICES WITH CIVIL AND MECHANICAL CONTRACTORS, REFERENCE LOCATIONS CAN BE OBTAINED ON DRAWING C002 OF THE CIVIL SET.

KEYED NOTES:

EC TO PROVIDE POWER FEED AS SPECIFIED ON CABLE AND CONDUIT SCHEDULE, TERMINATING CONNECTIONS ON EQUIPMENT SPECIFIED. EC TO PROVIDE POWER FEED WITH 40' OF COILED LABELED CONDUCTOR IN SPECIFIED ELECTRICAL TRANSITION VAULT. DETAILS BETWEEN TRANSITION VAULT AND SOURCE ARE DEPICTED ON THE VEOLIA DESIGN DRAWINGS.

EC TO PROVIDE XFMR FUSED DISCONNECT, XFMR AND PLATFORM PANEL, ALL EQUIPMENT ON PLATFORM TO BE NEMA 3R RATED. REFER TO DETAIL 1, SHEET E203. EC TO PROVIDE POWER FEEDS FOR ASSEMBLY AS SHOWN.

EC TO INSTALL VAULT WALL MOUNTED FLOW TRANSMITTER FURNISHED BY OTHERS. EC TO COORDINATE LOCATION WITH CIVIL AND MECHANICAL CONTRACTOR. REFER TO DETAIL 1, SHEET E201. EC TO PROVIDE NEMA 6P JUNCTION BOX FOR FLOW TRANSMITTER AND MAKE FINAL TERMINATIONS OF POWER FEED TO FLOW TRANSMITTER AND CONTROL TERMINATIONS FOR FACTORY INSTALLED LEADS TO METER AS SEEN ON DETAIL 2, SHEET E201.

P-35 0

GE-WAA-10_FT GE-WAA-11_FT 0

0 P-37 P-38 P-39 0

0 0

GE-WAA-13_FT GE-VVAA-14_FT GE-WAA-15_FT 0

0 0

no.j date j by j ckd I description A 03/31/20 ACH SJD ISSUED FOR 90%

DESIGN PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

~M£DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 81 6-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 A. HIMES designed checked A. HIMES S. DEFRANCESCO Cimarron Environmental Response Trust ELECTRICAL SINGLE LINE RTU PLATFORM project 120832 I contract drawing BMCO-GWREMED-E102 -

sheet 4

of 14 file E102.dwg rev.

A sheets

(;G&E f"JR() l'

'.2l'VT

,.2KV 6,

~ f

'::, JI

,p

./i'-~l'""K b/. *<

r:.iJ 14 25 VJf t'.c 0

B/* EUiUJING f;1CC-2 GE-b/'. 1-0E,

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I h-r-S L,,.J/'

/(")1 LlS-207

r_D,i,

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((;(IA; f3/1 LJI Dl',JC

,.'1/P-O'J2 0

1 *,. -io2

~

0 f--00'.c P-52 0

GETR-BA 1-01 A_FT 0

P-53 0

0 0

0 GETR-BA1-01 B_ FT 0

KEYED NOTES ELECTRICAL CONTRACTOR (EC) TO INSTALL FEEDER TO POLE MOUNTED UTILITY TRANFORMERS FURNISHED BY OTHERS. EC TO PROVIDE POWER FEED FROM LOAD SIDE OF UTILITY DISCONNECT TO LINE SIDE OF UTILITY TRANSFORMER. EC TO COORDINATE LOCATION AND TERMINATIONS WITH UTILITY.

EQUIPMENT PROVIDED AS PART OF PERFORMANCE SPEC 460000 INCLUDED WITH SKID PROCUREMENT. SHOWN FOR REFERENCE ONLY.

EC TO PROVIDE POWER FEED AS SPECIFIED ON CABLE AND CONDUIT SCHEDULE, TERMINATING CONNECTIONS ON EQUIPMENT SPECIFIED. EC TO COORDINATE CONDUIT WINDOWS WITH SKID MANUFACTURER AND MAKE FINAL CONNECTIONS TO SOURCE OVERCURRENT PROTECTION DEVICE (SEE VEOLIA DESIGN DRA'MNGS) AS SHOWN.

0 0

0 EC TO INSTALL POLE MOUNTED (NEAR VAULT) VFD FURNISHED BY OTHERS. VFD TO INSTALL AT HEIGHT OF 4'-0". EC TO COORDINATE LOCATION WITH CIVIL AND MECHANICAL CONTRACTOR. EC TO PROVIDE POWER FEED FROM VFD TO PUMP VAULT JUNCTION BOX AND MAKE FINAL TERMINATIONS OF POWER FEED AND FURNISHED PUMP LEADS. REFER TO DETAIL 1, SHEET E201.

EC TO PROVIDE POWER FEED TO PUMP VAULT JUNCTION BOX AND MAKE FINAL TERMINATIONS OF POWER FEED AND FURNISHED PUMP LEADS. REFER TO DETAIL 1, SHEET E201.

EC TO INSTALL VAULT WALL MOUNTED FLOW TRANSMITTER FURNISHED BY OTHERS. EC TO COORDINATE LOCATION WITH CIVIL AND MECHANICAL CONTRACTOR. REFER TO DETAIL 1, SHEET E201. EC TO PROVIDE NEMA 6P JUNCTION BOX FOR FLOW TRANSMITTER AND MAKE FINAL TERMINATIONS OF POWER FEED TO FLOW TRANSMITTER AND CONTROL TERMINATIONS FOR FACTORY INSTALLED LEADS TO METER AS SEEN ON DETAIL 2, SHEET E201.

=r G -bl~ -02 l

GF-b/', -05 t'

P-55 P-54 0

0 GE-BA1-02_FT GETR-BA1 -02A_FT 0 0

~

240/' 2(J J BA' PP-20 2401120V 2

'PH 3\\J>J+C3 P-56 0

GE-BA 1-03_FT 0

P-57 P-58 P-59 P-60 0

0 0

0 GE-BA1-04_FT GE-BA1-05_FT GE-BA 1-06_FT GE-BA 1-07 _FT 0

0 0

0 P-61 0

GE-BA 1-08_FT 0

P-62 0

GENERAL NOTES:

1.

SEE DRAWING E104 THROUGH E106 FOR CABLE AND CONDUIT SIZES.

2.

CABLE AND CONDUIT BETWEEN XFMR BA1 (LINE SIDE) ANO ATS-201 ARE DEPICTED BY VEOLIA DESIGN DRAWINGS.

3.

MATERIAL DEPICTED IN GRAYSCALE PROVIDED BY OTHERS. REFERENCE VEOLIA DRAWINGS VFS-EPM-000-OWG-E-210 FOR CLARIFICATION.

4.

CONFIRM PHYSICAL LOCATIONS OF DEVICES WITH CIVIL AND MECHANICAL CONTRACTORS, REFERENCE LOCATIONS CAN BE OBTAINED ON DRAWING C002 OF THE CIVIL SET.

GE-BA 1-09_FT 0

no.j date j by j ckd j description A 03/31/20 ACH SJD ISSUED FOR 90%

DESIGN PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

"-.MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 A. HIMES designed checked S. DEFRANCESCO A. HIMES Cimarron Environmental Response Trust ELECTRICAL SINGLE LINE BA1 project 120832 I contract drawing BMCD-GWREMED-E103 sheet 5

of 12 file E103.dwg rev.

A sheets

V I

w

,w

,v no.I date I by I ckd I description CABLE AND CONDUIT SCHEDULE A 103/31/21 ACH I SJD I ISSUED FOR 90%

DESIGN LOAD I

CONDUCTORS I

INSTRUMENT & COMMS.

I CONDUIT POWER CONTROL CABLE NUMBER SERVICE I

VOLTS w

UJ NUMBER OF CABLES &

w NUMBER AND SIZE 0..

NUMBER AND 0..

NO. PAIRS/

0..

FROM (SOURCE)

TO SIZE TYPE SIZE

~

I-I-

CONDUCTORS I

SHEET 1 I

P-1 WATF BUILDING POWER DROP 13 2KVAC (3) #2 AWG + #2 GND I

WATF-SV I

XFMR WATF 4

PVC P-2 WATF INJECTlON SKID POWER 480VAC (3) #8 AWG + #8 GND A

MCC-1 I

WATF-INJ 1

PVC/RGS P-3 PUMP GE-WU-01 POWER [VFD) 480VAC (3) #10 AWG + #10 GND A

MCC-1 VFD GE-WU-01 1

PVC P-3A PUMP GE-WU-01 POWE~ [MOTOR]

480VAC (3) #10 AWG + #10 GND A

VFD GE-WU-01:

GE-WU-01 1

PVC P-4 PUMP GETR-WU-01A POWER [VFD) 480VAC (3) #10 AWG + #10 GND I A MCC-1 VFD GETR-WU-01A 1

PVC P-4A PUMP GETR-WU-01A POWER [MOTOR) 480VAC (3) #10 AWG + #10 GND A

VFD GETR-WU-01A GETR-WU-01A 1

PVC P-5 PUMP GETR-WU-02A POWER [VFD]

480VAC (3) #10 AWG + #10 GND A

MCC-1 VFD GETR-WU-02A 1

PVC P-5A PUMP GETR-WU-02A POWER [MOTOR]

480VAC (3) #10 AWG + #10 GND I A VFD GETR-WU-02A GETR-WU-02A 1

PVC P-6 PUMP GE-WAA-01 POWBR 480VAC (3) #8 AWG + #8 GND I A MCC-1 GE-WAA-01 1

PVC P-7 PUMP GE-WAA-02 POWSR 480VAC (3) #10 AWG + #10 GND I A MCC-1 GE-WAA-02 1

PVC P-8 PUMP GE-WAA-03 POWB,R 480VAC (3) #8 AWG + #8 GND A

MCC-1 GE-WAA-03 1

PVC P-9 PUMP GE-WAA-04 POWB,R 480VAC (3) #8 AWG + #8 GND A

MCC-1 GE-WAA-04 1

PVC P-10 PUMP GE-WAA-05 POWBR 480VAC (3) #8 AWG + #8 GND I

A MCC-1 GE-WAA-05 1

PVC P-11 PUMP GE-WAA-06 POW9R 480VAC (3) #10 AWG + #10 GND 1 A MCC-1 GE-WAA-06 1

PVC P-12 PUMP GE-WAA-07 POWSR 480VAC (3) #10 AWG + #1 0 GND 1

A MCC-1 GE-WAA-07 1

PVC P-13 PUMP GE-WAA-08 POW6R 480VAC (3) #10 AWG + #10 GND I A MCC-1 GE-WAA-08 1

PVC P-14 PUMP GE-WAA-09 POW9R 480VAC (3) #10 AWG + #10 GND A

MCC-1 GE-WAA-09 1

PVC P-15 PUMP GE-WAA-10 POWBR 480VAC (3) #10 AWG + #10 GND I A MCC-1 GE-WAA-10 1

PVC P-16 PUMP GE-WAA-11 POWEiR 480VAC (3) #8 AWG + #8 GND A

MCC-1 GE-WAA-11 1

PVC P-17 PUMP GE-WAA-12 POW6R 480VAC (3) #8 AWG + #8 GND I A MCC-1 GE-WAA-12 1

PVC P-18 PUMP GE-WAA-13 POW6R 480VAC (3) #10 AWG + #10 GND A

MCC-1 GE-WAA-13 1

PVC P-19 PUMP GE-WAA-14 POWSR 480VAC (3) #8 AWG + #8 GND A

MCC-1 GE-WAA-14 1

PVC P-20 PUMP GE-WAA-1 5 POWEiR 480VAC (3) #8 AWG + #8 GND

A MCC-1 GE-WAA-15 1

PVC P-21 RTU PLATFORM TRANSF!pRMER 480VAC (2) #4 AWG + #4 GND A

MCC-1 XFMR PLTFRM (DISCONNEC1) 1 PVC/RGS P-21A RTU PLATFORM TRANSF!j)RMER 480VAC (2) #10 AWG + #10 GND A

XFMR PL TFRM (DISCONNEC1)

XFMR PLTFRM 1

PVC/RGS P-21B RTU PLATFORM TRANSF0RMER LOAD SIDE 240VAC (3) #4 AWG + #4 GND A

XFMR PLTFRM 1

PLTFRM PP-A 1

PVC/RGS P-22 PUMP GE-WU-01 FLOW >rvtTR POWER 240VAC (2) #10 AWG + #1 0 GND A

PNL LP-2 I

GE-WU-01_FT 1

PVC P-23 PUMP GETR-WU-01A FLOW m!TR POWER 240VAC (2) #10 AWG + #10 GND, A PNL LP-2 GETR-WU-01A FT 1

PVC P-24 PUMP GETR-WU-02A FLqW XMTR POWER 240VAC (2) #10 AWG + #10 GND I A PLTFRM PP-A GETR-WU-02A FT 1

PVC/RGS P-25 PUMP GE-WAA-01 FLOWIXMTR POWER 240VAC (2) #10 AWG + #10 GND I A PLTFRM PP-A 1 GE-WAA-01 FT 1

PVC/RGS P-26 PUMP GE-WAA-02 FLOW XMTR POWER 240VAC (2) #10 AWG + #10 GND I A PLTFRM PP-A i GE-WAA-02 FT 1

PVC/RGS P-27 PUMP GE-WAA-03 FLOW XMTR POWER 240VAC (2) #10 AWG + #10 GND A

PLTFRM PP-A l GE-WAA-03_FT 1

PVC/RGS P-28 PUMP GE-WAA-04 FLOW XMTR POWER 240VAC (2) #10 AWG + #10 GND A

PLTFRM PP-A GE-WAA-04_FT 1

PVC/RGS P-29 PUMP GE-WAA-05 FLOW XMTR POWER 240VAC (2) #10 AWG + #10 GND I A PLTFRM PP-A '

GE-WAA-05 FT 1

PVC/RGS P-30 PUMP GE-WAA-06 FLOW XMTR POWER 240VAC (2) #10 AWG + #10 GND :

A PLTFRM PP-A GE-WAA-06_FT 1

PVC/RGS P-31 PUMP GE-WAA-07 FLOW!XMTR POWER 240VAC (2) #10 AWG + #10 GND A

PLTFRM PP-A GE-WAA-07 FT 1

PVC/RGS P-32 PUMP GE-WAA-08 FLOWIXMTR POWER 240VAC (2) #10 AWG + #10 GND I A PLTFRM PP-A l GE-WAA-08 FT 1

PVC/RGS P-33 PUMP GE-WAA-09 FLOWIXMTR POWER 240VAC (2) #10 AWG + #10 GND ! A PLTFRM PP-A l GE-WAA-09_FT 1

PVC/RGS P-34 PUMP GE-WAA-10 FLOW XMTR POWER 240VAC (2) #10 AWG + #10 GND 1 A PLTFRM PP-A l GE-WAA-10 FT 1

PVC/RGS P-35 PUMP GE-WAA-11 FLOW XMTR POWER 240VAC (2) #10 AWG + #10 GND 1 A PLTFRM PP-A1 GE-WAA-1 1_FT 1

PVC/RGS P-36 PUMP GE-WAA-12 FLOW XMTR POWER 240VAC (2) #10 AWG + #10 GND A

PLTFRM PP-A i GE-WAA-12_FT 1

PVC/RGS P-37 PUMP GE-WAA-13 FLOWIXMTR POWER 240VAC (2) #10 AWG + #10 GND A

PLTFRM PP-A i GE-WAA-13 FT 1

PVC/RGS P-38 PUMP GE-WAA-14 FLOW XMTR POWER 240VAC (2) #10 AWG + #10 GND A

PLTFRM PP-A 1 GE-WAA-14_FT 1

PVC/RGS

~

P-39 PUMP GE-WAA-15 FLOW XMTR POWER 240VAC (2) #10 AWG + #10 GND i A PLTFRM PP-A l GE-WAA-15 FT 1

PVC/RGS P-40 BA1 INJECTlON SKID P0'4'ER DROP 13.2KVAC (3) #2 AWG + #2 GND I

I BA1-SV I

(3) 11!) XMFR BA1 4

PVC l

P-41 PUMP GETR-BA1-01A POj/VER [VFD]

480VAC (3) #10 AWG + #10 GND I A MCC-2 I

VFD GETR-BA1-01A 1

PVC P-41A PUMP GETR-BA1-01A PO)NER [MOTOR]

480VAC (3) #10 AWG + #10 GND A

VFD GETR-BA1-0pA GE TR-BA 1-01A 1

PVC P-42 PUMP GETR-ElAl-Ull:l f'Ujlvl::t< lV~UJ 480VAC (3) #10 AWG + #10 GND I A MCC-2 I

VFD GETR-BA1-01B 1

PVC i

P-42A PUMP GETR-BA1-01B PO\\f'IIER [MOTOR]

480VAC (3) #10 AWG + #10 GND A

VFD GETR-BA1-0/B GETR-BA1-01B 1

PVC PRELIMINARY - NOT P-43 PUMP GETR-BA1-02A PO\\f'IIER (VFD]

480VAC (3) #10 AWG + #10 GND : A MCC-2 I

VFD GETR-BA1-02A 1

PVC P-43A PUMP GETR-BA1-02A PO)NER (MOTOR]

480VAC (3)#10AWG + #10 GND ! A VFD GETR-BA1-0~

GETR-BA 1-02A 1

PVC FOR CONSTRUCTION i

P-44 PUMP GE-BA1-02 POWE~

480VAC (3) #10 AWG + #10 GND I A MCC-2 I

GE-BA1-02 1

PVC P-45 PUMP GE-BA1-03 POWE~

480VAC (3) #10 AWG + #10 GND A

MCC-2 I

GE-BA1 -03 1

PVC P-46 PUMP GE-BA1-04 POWE~

480VAC (3) #10 AWG + #10 GND i A MCC-2 GE-BA1-04 1

PVC P-47 PUMP GE-BA1-05 POWE~

480VAC (3) #10 AWG + #10 GND A

MCC-2 I

GE-BA1-05 1

PVC

~URNS P-48 PUMP GE-BA1-06 POWE~

480VAC (3) #10 AWG + #10 GND A

MCC-2 I

GE-BA1-06 1

PVC

~ M£DONNELL P-49 PUMP GE-BA1-07 POWEf/

480VAC (3) #10 AWG + #10 GND 1 A MCC-2 I

GE-BA1-07 1

PVC

~

P-50 PUMP GE-BA1-08 POWE~

480VAC (3) #10 AWG + #10 GND I A MCC-2 I

GE-BA1-08 1

PVC P-51 PUMP GE-BA1-09 POWE~

480VAC (3) #10 AWG + #10 GND A

MCC-2 I

GE-BAl-09 1

PVC 9400 WARD PARKWAY KANSAS CITY, MO 64114 P-52 PUMP GETR-BA1-01A FL~W XM1R POWER 240VAC (2) #10 AWG + #10 GND I A BA1 PP-2 GETR-BA1-01A_FT 1

PVC 816-333-9400 P-53 PUMP GETR-BA1-01B FL<j)W XMTR POWER 240VAC (2) #10 AWG + #10 GND A

BA1 PP-2 I

GETR-BA1-01B FT 1

PVC OKLAHOMA FIRM LICENSEE NO. 421 P-54 PUMP GETR-BA1-02A FL<J>W XMTR POWER 240VAC (2) #10 AWG + #10 GND I A BA1 PP-2 I

GETR-BA1-02A FT 1

PVC date detailed P-55 PUMP GE-BA1-02 FLOW J(MTR POWER 240VAC (2) #10 AWG + #10 GND I A BA1 PP-2 i

GE-BA 1-02_FT 1

PVC P-56 PUMP GE-BA 1-03 FLOW j(MTR POWER 240VAC (2) #10 AWG + #10 GND I A BA1 PP-2 I

GE-BA 1-03 FT 1

PVC MARCH 2020 A. HIMES I

P-57 PUMP GE-BA1-04 FLOW j(MTR POWER 240VAC (2) #10 AWG + #10 GND A

BA1 PP-2 I

GE-BA 1-04 FT 1

PVC designed checked P-58 PUMP GE-BA1-05 FLOW j(MTR POWER 240VAC (2) #10 AWG + #10 GND I

A BA1 PP-2 I

GE-BA1-05 FT 1

PVC A. HIMES S.DEFRANCESCO P-59 PUMP GE-BA1-06 FLOW XMTR POWER 240VAC (2) #10 AWG + #10 GND I A BA1 PP-2 I

GE-BA1-06 FT 1

PVC P-60 PUMP GE-BA1-07 FLOW l<MTR POWER 240VAC (2) #10 AWG + #10 GND i A BA1 PP-2 I GE-BA1 -07 FT 1

PVC P-61 PUMP GE-BA1-08 FLOW j(MTR POWER 240VAC (2) #10 AWG + #10 GND 1 A BA1 PP-2 I

GE-BA 1-08 _FT 1

PVC P-62 PUMP GE-BA1-09 FLOW XMTR POWER 240VAC (2) #10 AWG + #10 GND ! A BA1 PP-2 I

GE-BA 1-09 FT 1

PVC NOTES I

NOTE1 SEE ONE-LINE DRAWINGS OR PANEL SCHEDULES FOR!POWER CIRCUIT SIZES.

CABLE TYPE DESCRIPTION I

I A

120V/208V/240V/480V SYSTEMS & BELOW: SINGLE COdDUCTOR POWER AND CONTROL CABLE SHALL BE 600V COPPER STRANDED, UL LISTED, TYPE XHHW-2 (PVC-INSULATION)

Cimarron Environmental Response Trust B

120V/208V/240V/480V SYSTEMS & BELOW: MULTI-CON UCTOR POWER AND CONTROL CABLE SHALL BE 600V COPPER STRANDED, UL LISTED, TYPE TC (PVC-NYLON INSULATION/ PVC JACKET)

I CABLE AND CONDUIT C

OKONITE TYPE SP-OS, TYPE ITC/PLTC INSTRUMENTAT,ON CABLE (TRIAD - INDIVIDUAL & OVERALL SHIELD 300V

105 'CRATING) OR APPROVED EQUAL D

OKONITE TYPE P-OS, TYPE ITC/PL TC INSTRUMENTATl~N CABLE (PAIRS - INDIVIDUAL & OVERALL SHIELD 300V -105 *c RATING) OR APPROVED EQUAL SCHEDULE I E

INDOOR/OUTDOOR 62.5 MULTIMODE FIBER OPTIC CAB~E, UL LISTED, FLAME RETARDANT, WATER-RESISTANT, UV-RESISTANT, FUNGUS-RESISTANT, TIGHT BUFFERED CONSTRUCTION (PVC JACKET)

F OKONITE, OKOGUARD-OKOSEAL, MV-105, SkV 133% SINGLE CONDUCTOR project I contract G

I 120832 OKONITE C-l-X MV-105, SkV 133% FOR CABLE TRAY U~E, MULTICONDUCTOR H

BELDEN 7953A (CAT 6 - INDUSTRIAL GRADE SUNGLIGHT & OIL RESISTANT - OUTDOOR RATED - PVC JACKET) OR APPROVED EQUAL drawing rev.

I 15kV SYSTEM: SINGLE CONDUCTOR POWER SHALL BEi 15 Kv COPPER STRANDED, UL LISTED, TYPE EPR (PVC JACKET)

BMCD-GWREMED-E104 -

A J

COMMUNICATION/NETWORK CABLING 1

sheet 6

of 14 sheets I

file E104.dwg

~

I no.I date I by I ckd I description A 103/31/2~ ACH I SJD I ISSUED FOR 90%

I CABLE AND CONDUIT SCHEDULE DESIGN I

LOAD I CONDUCTORS CONDUIT POWER I

CONTROL INSTRUMENT & COMMS.

CABLE NUMBER SERVICE w

I w

NUMBER OF CABLES &

w i

VOLTS NUMBER AND NUMBER AND SIZE a..

I a..

NO. PAIRS/

a..

FROM (SOURCE)

TO SIZE TYPE

~

SIZE

~

CONDUCTORS t-I SHEET 2 I

I I

I C-E1 CAT 6 ETHERNET CONNECTION FOR f'LC NETWORK CONNECTION CATS J

WATF PLC ETHERNET SWITCH WELL FIELD PLC CPP-1 CABLE TRAY C-E2 CAT 6 ETHERNET CONNECTION FOR PLC NETWORK CONNECTION CATS J

WATF PLC ETHERNET SWITCH WA INJECTION SYSTEM SKID 1

PVC/RGS C-E3 CAT 6 ETHERNET CONNECTION FOR PLC NETWORK CONNECTION I

CATS J

RTU FIBER-ETHERNET CONVERTER RTU PLATFORM PLC CPP-3 CABLE TRAY C-E4 CAT 6 ETHERNET CONNECTION FOR f'LC NETWORK CONNECTION I

CATS J

WELL FIELD PLC CPP-1 WATF MCC-1 CABLE TRAY C-F1 FIBER OPTIC COMMUNICATIONS BElWEEN FACILITIES (12 STRAND) 62 Sµm MM E

WATF FIBER-ETHERNET CONVERTER RTU FIBER-ETHERNET CONVERTER 2

PVC C-F2 FIBER OPTIC COMMUNICATIONS BET\\NEEN FACILITIES (12 STRAND) 62 Sµm MM E

WATF FIBER-ETHERNET CONVERTER BA1 FIBER-ETHERNET CONVERTER 2

PVC C-1 GE-WU-01 VFD SPEED CONTIROL I

24V DC

14 TSP D

WELL FIELD PLC CPP-1 GE-WU-01 VFD 4 MAIN/ 1 BRANCH PVC C-2 GETIR-WU-01A VFD SPEED CONTIROLi 24V DC I

14 TSP D

WELL FIELD PLC CPP-1 GETIR-WU-01A VFD 4 MAIN/ 1 BRANCH PVC C-3 GWI-WU-01A INJECTION TIRENCH - PS:I XMTIR 24V DC I

14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GWI-WU-01A - PSI XMTIR 4 MAIN / 1 BRANCH PVC C-4 GWI-UP1-01A INJECTION TIRENCH - P9I XMTR 24V DC I

14 TSP (4-2DmA)

D WELL FIELD PLC CPP-1 GWI-UP1-01A - PSI XMTIR 4 MAIN/ 1 BRANCH PVC C-5 GWI-UP1-02A INJECTION TIRENCH - P$ 1 llMTR 24V DC I

14 TSP (4-20mA)

D W ELL FIELD PLC CPP-1 GWI-UP1-02A - PSI llMTR 4 MAIN/ 1 BRANCH PVC C-6 GWI-UP1-03A INJECTION TRENCH - P9I llMTR 24V DC I

14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GWI-UP1-03A - PSI llMTR 4 MAIN/ 1 BRANCH PVC C-7 GWI-UP1-04A INJECTION TIRENCH - P9I llMTR 24V DC I

14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GWI-UP1-04A - PSI llMTR 4 MAIN/ 1 BRANCH PVC C-8 GWI-UP2-01A INJECTION TIRENCH

P9l llMTR 24V DC I

14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GWI-UP2-01A - PSI llMTR 4 MAIN / 1 BRANCH PVC C-9 GWI-UP2-01 D INJECTION TRENCH* P9I llMTR 24V DC I

14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GWI-UP2-01D - PSI llMTR 4 MAIN/ 1 BRANCH PVC C-10 GWI-UP2-04A INJECTION TIRENCH - P9I llMTR 24V DC

14 TSP (4-20mA)

D W ELL FIELD PLC CPP-1 GWI-UP2-04A - PSI llMTR 4 MAIN/ 1 BRANCH PVC C-1 1 GWI-UP2-04B INJECTION TIRENCH - P9 l llMTIR 24V DC

14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GWI-UP2-04B - PSI llMTR 4 MAIN/ 1 BRANCH PVC C-12 GWI-UP2-02 INJECTION WELL - PSI >>.i\\TIR 24V DC

14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GWI-UP2 PSI XMTIR 4 MAIN / 1 BRANCH PVC C-13 GWI-UP2-03 INJECTION WELL - PSI XMTIR 24V DC I

14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GWI-UP2 PS I XMTIR 4 MAIN/ 1 BRANCH PVC C-14 GE-WU-01 EXTRACTION WELL

FLO~ XMTIR 24V DC

14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GE-WU-01 FT 4 MAIN/ 1 BRANCH PVC C-15 GE-WU-01 EXTRACTION WELL

PSI xlj,,TR 24V DC

14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GE-WU-01

PSI XMTR 4 MAIN/ 1 BRANCH PVC C-16 GE-WU-01 EXTRACTION WELL

LEVE~ XMTR 24V DC I

14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GE-WU LEVEL XMTR 4 MAIN/ 1 BRANCH PVC C-17 GETR-WU-01A EXTRACTION TIRENCH j FLOW XMTIR 24V DC

14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GETIR-WU-01A FT 4 MAIN/ 1 BRANCH PVC C-1B GETR-WU-01A EXTRACTION TIRENCH 1 PSI XMTR 24V DC I

14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GETR-WU-01A

PSI XMTR 4 MAIN/ 1 BRANCH PVC C-19 GETR-WU-01A EXTRACTION TIRENCH j LEVEL XMTR 24V DC I

14 TSP (4-20mA)

D WELL FIELD PLC CPP-1 GETIR-WU-01A - LEVEL XIVITR 4 MAIN/ 1 BRANCH PVC C-20 GETR-WU-02A VFD SPEED CONTROL!

24V DC

14 TSP D

RTU PLATIFROM PLC CPP-3 GETR-WU-02A VFD 4 MAIN/ 1 BRANCH PVC C-21 GETR-WU-02A EXTRACTION TIRENCH t FLOW XMTR 24V DC

14 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GETIR-WU-02A FT 4 MAIN / 1 BRANCH PVC C-22 GETR-WU-02A EXTRACTION TIRENCH ; PSI XMTIR 24V DC

14 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GETIR-WU-02A

PSI XMTIR 4 MAIN/ 1 BRANCH PVC C-23 GETR-WU-02A EXTRACTION TIRE NCH i LEVEL XMTIR 24V DC

1 4 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GETR-WU-02A - LEVEL XMTR 4 MAIN / 1 BRANCH PVC C-24 GE-WAA-01 EXTRACTION WELL* FLO),v XMTIR 24VDC

14 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GE-WAA-01 FT 4 MAIN / 1 BRANCH PVC C-25 GE-WAA-01 EXTRACTION WELL - PSI M'ITR 24V DC

14 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GE-WAA-PSI XMTIR 4 MAIN / 1 BRANCH PVC C-26 GE-WAA-01 EXTRACTION WELL - LEV~L XMTIR 24V DC I

14 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GE-WAA-01

LEVEL XMTR 4 MAIN / 1 BRANCH PVC C-27 GE-WAA-02 EXTRACTION WELL - FLO),v XMTIR 24VDC

14 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GE-WAA-02 FT 4 MAIN / 1 BRANCH PVC C-28 GE-WAA-02 EXTRACTION WELL - PSI M'ITR 24V DC

14 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GE-WAA-PSI XMTIR 4 MAIN / 1 BRANCH PVC C-29 GE-WAA-02 EXTRACTION WELL - LEVEL XMTIR 24V DC I

14 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GE-WAA-02

LEVEL XMTIR 4 MAIN/ 1 BRANCH PVC C-30 GE-WAA-03 EXTRACTION WELL

FLOW XMTIR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA-03 FT 4 MAIN / 1 BRANCH PVC C-31 GE-WAA-03 EXTRACTION WELL - PSI ?(MTIR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA PSI XMTR 4 MAIN/ 1 BRANCH PVC C-32 GE-WAA--03 EXTRACTION WELL - LEVf:L XMTR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA LEVEL llMTR 4 MAIN / 1 BRANCH PVC C-33 GE-WAA-04 EXTRACTION WELL* FLO)IV XMTR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA-04 FT 4 MAIN/ 1 BRANCH PVC C-34 GE-WAA-04 EXTRACTION WELL* PSI /(MTR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA PSI XMTIR 4 MAIN/ 1 BRANCH PVC

-=

C-35 GE-WAA-04 EXTRACTION WELL

LEV~L llMTR 24V DC

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA LEVEL XMTIR 4 MAIN/ 1 BRANCH PVC C-36 GE-WAA-05 EXTRACTION WELL - FLO)/V XMTIR 24V DC

14 TSP (4-20mA)

D RTU PLATFROM PLC CP P-3 GE-WAA-05 FT 4 MAIN/ 1 BRANCH PVC C-37 GE-WAA-05 EXTRACTION WELL

PSI l><MTR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA PSI XMTIR 4 MAIN / 1 BRANCH PVC 1

C-38 GE-WAA--05 EXTRACTION WELL - LEVEL XMTR 24V DC

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA LEVEL XMTR 4 MAIN/ 1 BRANCH PVC C-39 GE-WAA-06 EXTRACTION WELL - FLO)IV XMTIR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA-06 FT 4 MAIN / 1 BRANCH PVC C-40 GE-WAA-06 EXTRACTION WELL - PSI )(MTR 24V DC I

14 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GE-WAA-06

PSI XMTIR 4 MAIN / 1 BRANCH PVC C-41 GE-WAA-06 EXTRACTION WELL - LEV,EL m!TR 24VDC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA-06

LEVEL XMTIR 4 MAIN/ 1 BRANCH PVC C-\\2 G[-WAA-07 EXTRACTION WELL - FLO)N XMTR

~4V U(;

I

14 18f' (4-WmA)

D RTU PLATIFROM PLC CPP-3 GE-WAA-07 FT 4 MAIN/ 1 BRANCH PVC C-43 GE-WAA-07 EXTRACTION WELL

PSI )(MTIR 24V DC I

14 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GE-WAA PSI XMTR 4 MAIN / 1 BRANCH PVC PRELIMINARY - NOT

~

C-44 GE-WAA-07 EXTRACTION WELL - LEVf:L XMTR 24V DC I

14 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GE-WAA-07

LEVEL XMTIR 4 MAIN / 1 BRANCH PVC C-45 GE-WAA-08 EXTRACTION WELL* FLO)N XMTIR 24V DC I

14 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GE-WAA-08 FT 4 MAIN / 1 BRANCH PVC FOR CONSTRUCTION C-46 GE-WAA-08 EXTRACTION WELL - PSI ?(MTIR 24V DC I

14 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GE-WAA PSI XMTR 4 MAIN / 1 BRANCH PVC I

C-47 GE-WAA-08 EXTRACTION WELL* LEVFL m!TIR 24V DC

14 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GE-WAA LEVEL m!TR 4 MAIN / 1 BRANCH PVC C-48 GE-WAA-09 EXTRACTION WELL

FLOV,., XMTR 24VDC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA-09 FT 4 MAIN/ 1 BRANCH PVC C-49 GE-WAA-09 EXTRACTION WELL

PSI ?(MTR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA PSI XMTR 4 MAIN / 1 BRANCH PVC

~URNS i

C-50 GE-WAA-09 EXTRACTION WELL

LEVEL XMTR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA-09

LEVEL XMTR 4 MAIN / 1 BRANCH PVC

~ M~DONNELL C-51 GE-WAA-10 EXTRACTION WELL - FLO)N XMTIR 24V DC

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP -3 GE-WAA-10 FT 4 MAIN I 1 BRANCH PVC C-52 GE-WAA-10 EXTRACTION WELL - PSI ?(MTIR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA-10

PSI XMTR 4 MAIN / 1 BRANCH PVC

==

C-53 GE-WAA-10 EXTRACTION WELL - LEV~L m!TIR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA LEVEL XMTIR 4 MAIN / 1 BRANCH PVC 9400 WARD PARKWAY C-54 GE-WAA-11 EXTRACTION WELL - FLO)N XMTIR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA-11 FT 4 MAIN / 1 BRANCH PVC KANSAS CITY, MO 64114 816-333-9400 C-55 GE-WAA-11 EXTRACTION WELL* PSI )(MTIR 24VDC I

14 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GE-WAA PSI XMTIR 4 MAIN I 1 BRANCH PVC OKLAHOMA FIRM LICENSEE NO. 421 C-56 GE-WAA-11 EXTRACTION WELL - LEV~L m!TR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA-11

LEVEL XMTR 4 MAIN I 1 BRANCH PVC date detailed C-57 GE-WAA-12 EXTRACTION WELL - FLOW XMTIR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA-12 FT 4 MAIN I 1 BRANCH PVC C-58 GE-WAA-12 EXTRACTION WELL - PSI XMTIR 24V DC I

14 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GE-WAA PSI XMTR 4 MAIN / 1 BRANCH PVC MARCH 2020 A. HIMES C-59 GE-WAA-12 EXTRACTION WELL - LEVEL XMTR 24V DC I

14 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GE-WAA LEVEL XMTR 4 MAIN I 1 BRANCH PVC designed checked C-60 GE-WAA-13 EXTRACTION WELL - FLOW XMTR 24V DC I

14 TSP (4-20mA)

D RTU PLATIFROM PLC CPP-3 GE-WAA-13_FT 4 MAIN / 1 BRANCH PVC A. HIMES S. DEFRANCESCO C-61 GE-WAA-13 EXTRACTION WELL

PSI XMTIR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA-13

PSI XMTR 4 MAIN / 1 BRANCH PVC C-62 GE-WAA-1 3 EXTRACTION WELL - LEVf:L XMTR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA-13

LEVEL XMTR 4 MAIN / 1 BRANCH PVC C-63 GE-WAA-1 4 EXTRACTION W ELL - FLO)IV XMTIR 24V DC

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA-14 FT 4 MAIN I 1 BRANCH PVC C-64 GE-WAA-14 EXTRACTION WELL - PSI ?(MTIR 24V DC I

14 TSP ( 4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WM PSI XMTR 4 MAIN I 1 BRANCH PVC C-65 GE-WAA-14 EXTRACTION WELL - LEVf:L m!TR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA LEVEL XMTIR 4 MAIN I 1 BRANCH PVC C-66 GE-WAA-15 EXTRACTION WELL - FLO)N XMTR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA-15 FT 4 MAIN I 1 BRANCH PVC C-67 GE-WAA-15 EXTRACTION WELL

PSI XMTIR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA PSI XMTR 4 MAIN / 1 BRANCH PVC C-68 GE-WAA-15 EXTRACTION WELL - LEV~L m!TIR 24V DC I

14 TSP (4-20mA)

D RTU PLATFROM PLC CPP-3 GE-WAA LEVEL XMTIR 4 MAIN I 1 BRANCH PVC NOTES NOTE1 SEE ONE-LINE DRAWINGS OR PANEL SCHEDULES FOR POWER CIRCUIT SIZES.

CABLE TYPE DESCRIPTION A

120V/208V/240V/480V SYSTEMS & BELOW: SINGLE CONDUCTOR POWER AND CONTROL CABLE SHALL BE 600V COPPER STRANDED, UL LISTED, TYPE XHHW-2 (PVC-INSULATION)

Cimarron Environmental Response Trust B

120V/208V/240V/480V SYSTEMS & BELOW: MULTI-CONDUCTOR POWER AND CONTROL CABLE SHALL BE 600V COPPER STRANDED, UL LISTED, TYPE TC (PVC-NYLON INSULATION/ PVC JACKET)

CABLE AND CONDUIT C

OKONITE TYPE SP-OS, TYPE ITC/PL TC INSTRUMENTATION CABLE (TRIAD -INDIVIDUAL & OVERALL SHIELD 300V -105 °CRATING) OR APPROVED EQUAL D

OKONITE TYPE P-OS, TYPE ITC/PL TC INSTRUMENTATION CABLE (PAIRS - INDIVIDUAL & OVERALL SHIELD 300V -105 °CRATING) OR APPROVED EQUAL SCHEDULE II E

INDOOR/OUTDOOR 62.5 MULTIMODE FIBER OPTIC CABLE, UL LISTED, FLAME RETARDANT, WATER-RESISTANT, UV-RESISTANT, FUNGUS-RESISTANT, TIGHT BUFFERED CONSTRUCTION (PVC JACKET)

F OKONITE, OKOGUARD-OKOSEAL, MV-105, SkV 133% SINGLE CONDUCTOR project I contract G

OKONITE C-L-X MV-105, SkV 133%, FOR CABLE TRAY USE, MULTICONDUCTOR 120832 H

BELDEN 7953A (CAT 6 - INDUSTRIAL GRADE SUNGLIGHT & Oil RESISTANT - OUTDOOR RATED - PVC JACKET) OR APPROVED EQUAL drawing rev.

I 15kV SYSTEM: SINGLE CONDUCTOR POWER SHALL BE 15 Kv COPPER STRANDED, UL LISTED, TYPE EPR (PVC JACKET)

BMC D-GWREMED-E 105 -

A J

COMMUNICATION/NETWORK CABLING sheet 7

of 14 sheets I

file E105.dwg

w

~

w w

I w

w

,w

w no.I date I by I ckd I description CABLE AND CONDUIT SCHEDULE A 103/31/2, ACH I SJD I ISSUED FOR 90%

DESIGN LOAD CONDUCTORS CONDUIT POWER CONTROL INSTRUMENT & COMMS.

CABLE NUMBER SERVICE w

w NUMBER OF CABLES &

w VOLTS NUMBER AND NUMBER AND SIZE NO. PAIRS/

FROM (SOURCE)

TO SIZE TYPE

~

SIZE

~

CONDUCTORS SHEET 3 C-ES CAT 6 ETHERNET CONNECTION FOR PLC NE"TWORK CONNECTION CAT6 J

BA1 FIBER-ETHERNET CONVERTER BA1 PLC ETJ;ERNET SWITCH CABLE TRAY C-E6 CAT 6 ETHERNET CONNECTION FOR PLC NE"TWORK CONNECTION CAT6 J

BA1 INJECTION SKID PLC CPP-4 BA 1 PLC ETHERNET SWITCH CABLE TRAY C-E7 CAT6 ETHERNET CONNECTION FOR PLC NE"TWORK CONNECTION CAT6 J

BA1 INJECTION SKID PLC CPP-4 BA1 INJECTION SKID MCC-2 CABLE TRAY C-69 GETR-BA1-01A VFD SPEED CONTROL 24V DC

14 TSP D

BA1 INJECTION SKID PLC CPP-4 GETR-BA1-01A VFD 4 MAIN/ 1 BRANCH PVC C-70 GETR-BA1 -01B VFD SPEED CONTROL 24V DC

14 TSP D

BA1 INJECTION SKID PLC CPP-4 GETR-BA1-01A VFD 4 MAIN / 1 BRANCH PVC C-71 GETR-BA1-02A VFD SPEED CONTROL 24V DC

14 TSP D

BA1 INJECTION SKID PLC CPP-4 GETR-BA1-01A VFD 4 MAIN/ 1 BRANCH PVC C-72 GWI-BA1-01A INJECTION TRENCH - PSI XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GWI-BA1-01A - PSI XMTR 4 MAIN/ 1 BRANCH PVC C-73 GWI-BA1-02A INJECTION TRENCH - PSI XMTR 24V DC

14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GWI-BA1-02A-PSI XMTR 4 MAIN/ 1 BRANCH PVC C-74 GWI-BA1-03A INJECTION TRENCH - PSI XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GWI-BA1-03A-PSI XMTR 4 MAIN / 1 BRANCH PVC C-75 GETR-BA1-01A EXTRACTION TRENCH - FLOW XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GETR-BA 1-01A_FT 4 MAIN / 1 BRANCH PVC C-76 GETR-BA1-01A EXTRACTION TRENCH - PSI XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GETIR-BA1-01A - PSI XMTR 4 MAIN / 1 BRANCH PVC C-77 GETR-BA1-01A EXTRACTION TRENCH - LEVEL XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GETR-BA1-01A - LEVEL )(JVITR 4 MAIN/ 1 BRANCH PVC C-78 GETR-BA 1-01 B EXTRACTION TRENCH - FLOW XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GETIR-BA 1-01 B FT 4 MAIN/ 1 BRANCH PVC C-79 GETR-BA1-01B EXTRACTION TRENCH - PSI XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GETR-BA1-01B - PSI XMTR 4 MAIN / 1 BRANCH PVC C-80 GETR-BA1-01B EXTRACTION TRENCH - LEVEL XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GETR-BA1-01B - LEVEL )(JVITR 4 MAIN / 1 BRANCH PVC C-81 GETR-BA1 -02A EXTRACTION TRENCH - FLOW XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GETIR-BA1-02A FT 4 MAIN / 1 BRANCH PVC C-82 GETR-BA1-02A EXTRACTION TRENCH - PSI XMTIR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GETR-BA1-02A-PSI XMTR 4 MAIN / 1 BRANCH PVC C-83 GETIR-BA1-02A EXTRACTION TRENCH - LEVEL XMTIR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GETR-BA 1-02A - LEVEL )(JVITR 4 MAIN/ 1 BRANCH PVC C-84 GE-BA 1-02 EXfRACTION WELL - FLOW XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA 1-02 FT 4 MAIN/ 1 BRANCH PVC C-85 GE-BA 1-02 EXfRACTION WELL - PSI XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA1 PSI XMTR 4 MAIN / 1 BRANCH PVC C-86 GE-BA 1-02 EXfRACTION WELL - LEVEL XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA1 LEVEL XMTR 4 MAIN / 1 BRANCH PVC C-87 GE-BA 1-03 EXTRACTION WELL - FLOW XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA1 -03 FT 4 MAIN / 1 BRANCH PVC C-88 GE-BA 1-03 EXTRACTION WELL - PSI XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA1 PSI XMTR 4 MAIN / 1 BRANCH PVC C-89 GE-BA1-03 EXTRACTION WELL - LEVEL XMTIR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA1 LEVEL XMTR 4 MAIN / 1 BRANCH PVC C-90 GE-BA1-04 EXTRACTION WELL - FLOW XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA 1-04 FT 4 MAIN / 1 BRANCH PVC C-91 GE-BA1-04 EXTRACTION WELL - PSI XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA1 PSI XMTR 4 MAIN / 1 BRANCH PVC C-92 GE-BA1-04 EXTRACTION WELL-LEVEL XMTR 24V OC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA 1 LEVEL XMTR 4 MAIN / 1 BRANCH PVC C-93 GE-BA1-05 EXTRACTION WELL-FLOW XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA1-05 FT 4 MAIN / 1 BRANCH PVC C-94 GE-BA1-05 EXTRACTION WELL-PSI XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA1 PSI XMTR 4 MAIN / 1 BRANCH PVC C-95 GE-BA1-05 EXTRACTION WELL-LEVEL XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA 1 LEVEL XMTR 4 MAIN / 1 BRANCH PVC C-96 GE-BA 1-06 EXTRACTION WELL - FLOW XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA1-06 FT 4 MAIN/ 1 BRANCH PVC C-97 GE-BA 1-06 EXfRACTION WELL - PSI XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA1 PSI XMTR 4 MAIN / 1 BRANCH PVC C-98 GE-BA1-06 EXfRACTION WELL-LEVEL XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA 1 LEVEL XMTR 4 MAIN / 1 BRANCH PVC C-99 GE-BA 1-07 EXTRACTION WELL - FLOW XMTR 24V DC

14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GE-BA1-07 _FT 4 MAIN / 1 BRANCH PVC C-100 GE-BA 1-07 EXfRACTION WELL - PSI XMTR 24V OC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA1 PSI XMTR 4 MAIN / 1 BRANCH PVC C-101 GE-BA 1-07 EXfRACTION WELL - LEVEL XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA 1 LEVEL XMTR 4 MAIN / 1 BRANCH PVC C-102 GE-BA 1-08 EXTRACTION WELL - FLOW XMTR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA 1-0S_FT 4 MAIN / 1 BRANCH PVC C-103 GE-BA 1-08 EXfRACTION WELL - PSI XMlR 24V DC

14 TSP (4-20mA}

D BA1 INJECTION SKID PLC CPP-4 GE-BA 1 PSI XMTR 4 MAIN/ 1 BRANCH PVC C-104 GE-BA 1-08 EXTRACTION WELL - LEVEL XMTR 24V DC

14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GE-BA1 LEVEL XMlR 4 MAIN / 1 BRANCH PVC C-105 GE-BA1-09 EXTRACTION WELL - FLOW XMTIR 24V DC

14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GE-BA1-09_FT 4 MAIN/ 1 BRANCH PVC C-106 GE-BA1-09 EXTRACTION WELL - PSI XMTR 24V DC

14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GE-BA 1 PSI XMTR 4 MAIN / 1 BRANCH PVC C-107 GE-BA1-09 EXTRACTION WELL - LEVEL XMTR 24V DC

14 TSP (4-20mA)

D BA1 INJECTION SKID PLC CPP-4 GE-BA1 LEVEL XMTR 4 MAIN / 1 BRANCH PVC 1 1 PRELIMINARY - NOT

~

FOR CONSTRUCTION

~URNS i

~ M£DONNELL

==

9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed MARCH 2020 A. HIMES designed checked A. HIMES S.DEFRANCESCO NOTES NOTE1 SEE ONE-LINE DRAWINGS OR PANEL SCHEDULES FOR POWER CIRCUIT SIZES.

CABLE TYPE DESCRIPTION A

120V/208V/240V/480V SYSTEMS & BELOW: SINGLE CONDUCTOR POWER AND CONTROL CABLE SHALL BE 600V COPPER STRANDED, UL LISTED, TYPE XHHW-2 (PVC-INSULATION)

Cimarron Environmental Response Trust B

120V/208V/240V/480V SYSTEMS & BELOW: MULTI-CONDUCTOR POWER AND CONTROL CABLE SHALL BE 600V COPPER STRANDED, UL LISTED, TYPE TC (PVC-NYLON INSULATION/ PVC JACKET)

CABLE AND CONDUIT C

OKONITE TYPE SP-OS, TYPE ITC/PL TC INSTRUMENTATION CABLE (TRIAD - INDIVIDUAL & OVERALL SHIELD 300V - 105 'CRATING) OR APPROVED EQUAL SCHEDULE Ill D

OKONITE TYPE P-OS, TYPE ITC/PL TC INSTRUMENTATION CABLE (PAIRS - INDIVIDUAL & OVERALL SHIELD 300V -1 05 °CRATING) OR APPROVED EQUAL E

INDOOR/OUTDOOR 62.5 MULTIMODE FIBER OPTIC CABLE, UL LISTED, FLAME RETARDANT, WATER-RESISTANT, UV-RESISTANT, FUNGUS-RESISTANT, TIGHT BUFFERED CONSTRUCTION (PVC JACKET)

F OKONITE, OKOGUARD-OKOSEAL, MV-105, SkV 133%, SINGLE CONDUCTOR project I contract G

OKONITE C-L-X MV-105, SkV 133%, FOR CABLE TRAY USE, MULTICONDUCTOR 120832 H

BELDEN 7953A (CAT 6 - INDUSTRIAL GRADE SUNGLIGHT & OIL RESISTANT - OUTDOOR RATED - PVC JACKET) OR APPROVED EQUAL drawing rev.

I 15kV SYSTEM: SINGLE CONDUCTOR POWER SHALL BE 15 Kv COPPER STRANDED, UL LISTED, TYPE EPR (PVC JACKET)

BMCD-GWREMED-E106 -

A J

COMMUNICATION/NETWORK CABLING sheet 8

of 14 sheets I

file E106.dwg

V

~

V V

I V

~

,v

,v no.j date I by I ckd I description A 103/31/201 ACH I SJD I ISSUED FOR 90%

DESIGN CERT* 112340 PAN ELBOARD NAME: PLTFRM PP-A PANELBOARD TYPE: MCB (60A)

SURFACE MOUNTED, NEMA 3R ENCLOSURE PANEL LOCATION: RTU PLATFORM 120/240 VOLTS, 1 PHASE, 3 WIRE 100 AMP MAINS SUPPLIED FROM: MCC-1 (WATF) 10 KAIC CKT TRIP NO.

WIRE WIRE NO.

TRIP CKT.

NO.

AMPS POLES QTY I SIZE LOAD SERVED 0

LOAD SERVED QTY I SIZE POLES AMPS NO.

1 15 1

(2)#12 + #12 G RTU CPP-1 Primary A

RTU CPP-1 Secondary (2)#12 + #12 G 1

15 2

3 15 2

SEE E104 P-24 B

P-25 SEE E104 2

15 4

5 GETR-WU-02A FLOW METER A GE-WAA-01 FLOW METER 6

7 15 2

SEE E104 P-26 B

P-27 SEE E104 2

15 8

9 GE-WAA-02 FLOW METER A

GE-WAA-03 FLOW METER 10 11 15 2

SEE E104 P-28

~

P-29 SEE E104 2

15

~

13 GE-WAA-04 FLOW METER A

GE-WAA-05 FLOW METER 15 15 2

SEE E104 p.30 B

P-31 SEE E104 2

15 16 17 GE-WAA-06 FLOW METER T

GE-WAA-07 FLOW METER 18 19 15 2

SEE E104 P-32 B

p.33 SEE E104 2

15 20 21 GE-WAA-08 FLOW METER T

GE-WAA-09 FLOW METER T2 15 2

SEE E104 p.34

~

p.35 SEE E104 2

15

~

GE-WAA-10 FLOW METER A

GE-WAA-11 FLOW METER 26 27 15 2

SEE E104 P-36 B

P-37 SEE E104 2

15 28 29 GE-WAA-12 FLOW METER A

GE-WAA-13 FLOW METER 30 31 15 2

SEE E104 P-38 B

P-39 SEE E104 2

15 32 33 GE-WAA-14 FLOW METER A

GE-WAA-15 FLOW METER

~

1/2 15 2

NIA SPARE B

SPARE NIA 2

15

+a A

39 30 2

(3) #10 + #10 G SURGE PROTECTION DEVICE B

SPARE NIA 1

20 40 41 A

RTU CONVIENIENCE OUTLET (2) #12 + #12 G 1

20 42 CERT* 112340 PANELBOARD NAME: BA 1 PP-2 PANELBOARD TYPE : MLO SURFACE MOUNTED, NEMA 1 ENCLOSURE PANEL LOCATION: BA1 INJECTION SKID 1201240 VOL TS, 1 PHASE, 3 WIRE 100AMP MANS SUPPLIED FROM: MCC.2 (BA1) 18 KAIC CKT TRIP NO.

WIRE WIRE NO.

TRIP CKT.

NO.

AMPS POLES QTY I SIZE LOAD SERVED 0

LOAD SERVED QTY / SIZE POLES AMPS NO.

1 15 1

(2) #12 + #12 G BA 1 CPP-4 Primary A

BA 1 CPP-4 Secondary (2) #12 + #12 G 1

15 2

3 P-52 B

P-53 4

5 15 2

SEE E104 GETR-BA1-01A FLOW METER A GETR-8A 1-01 B FLOW METER SEE E104 2

15 5

i 7

15 2

SEE E104 P-54 B

p.55 SEE E104 2

15 8

9 GETR-BA1-02A FLOW METER A BE-BA l -02 FLOW METER ro i

11 15 2

SEE E104 P-56 B

p.57 SEE E104 2

15 12

'"""i3 BE-BA 1-03 FLOW METER A

BE-BAl -04 FLOW METER 14 15 15 2

SEE E104 P-58 B

P-59 SEE E104 2

15 16 17 BE-BA 1-05 FLOW METER A

BE-BA1-06 FLOW METER

"""is

---=

19 P-60 B

P-61 20

~

21 15 2

Stt t 1U4 BE-BA 1-07 FLOW METER T

BE-BA1--08 FLOW METER SEE E104 2

15 22°"

23 15 2

SEE E104 P-62 B

SPARE N/A 2

15 24 PRELIMINARY - NOT 25 BE-BA 1-09 FLOW METER T

26 27 15 2

NIA SPARE B

SPARE NIA 1

15 28 FOR CONSTRUCTION 29 A

SPARE NIA 1

15 30

-1

~URNS i

~ M~DONNELL

--=

9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO, 421 date detailed MARCH 2020 A. HIMES designed checked A. HIMES S. DEFRANCESCO Cimarron Environmental Response Trust PANELBOARD SCHEDULES project I contract 120832 drawing rev.

BMCD-GWREMED-E107 -

A sheet 9

of 14 sheets I

file E107.dwg

TO

~TILITYPOLE I

l (SHOWN FOR REFERENCE, I PROVIDED BY VEOLIA DESIGN DRAWINGS)

TT I I I I VAULT DETAIL 1 LINE LEGEND EC PROVIDED POWER FEED AND TERMINATION

~

EC PROVIDED CONTROL FEED AND TERMINATION VENDOR PROVIDED LEADS, EC TERMINATION ONLY 0

GENERAL NOTES:

1.

SEE DRAWING E104 THROUGH E106 FOR CABLE AND CONDUIT SIZES FOR POWER AND CONTROL FEEDS.

2.

CONFIRM PHYSICAL LOCATIONS OF DEVICES WITH CIVIL AND MECHANICAL CONTRACTORS, REFERENCE LOCATIONS CAN BE OBTAINED ON DRAWING C002 OF THE CIVIL SET.

KEYED NOTES:

PUMP WELL EC TO PROVIDE POWER FEED TO PUMP VAULT JUNCTION BOX AND MAKE FINAL TERMINATIONS OF POWER FEED. EC TO PROVIDE NEMA 6P JUNCTION BOX FOR TRANSITION FROM FACTORY SUPPLIED PUMP LEADS TO PUMP POWER FEED.

POWER FEED VAULT ELEVATION TO MCC N.T.S.

TO CPP PLC ROSEMOUNT FLOW METER ROSEMOUNT PRESSURE SENSOR EB rD----o--- PRESSURE SENSOR CONTROL FEED (TO CPP PLC)

VFD POWER FEED VFD SPEED CONTROL FEED LEVEL SENSOR CONTROL FEED PUMP WELL 0

NEMA 6P JUNCTION BOX VAULT PLAN N.T.S.

FLOW METER CONTROL FEED (TO CPP PLC)

FLOW METER POWER FEED (TO MCC1, PP-A, OR BA1 PP-2) 0 NEMA6P J-BOX (FLOW TRANSMITTER)

VAULT ROSEMOUNT FLOW METER (BY OTHERS)

ROSEMOUNT PRESSURE SENSOR (BY OTHERS) 0 0

ROSEMOUNT 8712 TERMINAL BLOCK EGC 7

CONTROL FEED 0

0 NEMA 6P JUNCTION BOX EC TO INSTALL VAULT WALL MOUNTED FLOW TRANSMITTER FURNISHED BY OTHERS. EC TO COORDINATE LOCATION WITH CIVIL AND MECHANICAL CONTRACTOR. REFER TO DETAIL 1, THIS SHEET. EC TO PROVIDE NEMA 6P JUNCTION BOX FOR FLOW TRANSMITTER AND MAKE FINAL TERMINATIONS OF POWER FEED AND CONTROL FEEDS TO METER, REMOTE TRANSMITTER AND PRESSURE SENSOR FACTORY INSTALLED LEADS AS SEEN ON DETAIL 2, THIS SHEET.

EC TO PROVIDE NEMA 6P JUNCTION BOX FOR LEVEL SENSOR AND MAKE FINAL TERMINATIONS OF CONTROL FEED TO SENSOR FACTORY INSTALLED LEADS TO METER AS SEEN ON DETAIL 3, THIS SHEET.

,--------7 I 0 I

I SENSOR LEADS TO CPP.---------i------.>--.,-~~-'-----<* BROWN _____ _

7 PLC BLACK I

I I

I L ________ J DETAIL N.T.S.

ROSEMOUNT PRESSURE SENSOR

- -----7 I I I LEVEL SENSOR INSTALLED BY M.C.

~gi~~~~2l----------+--_r-----r-r---

CONTROL FEED TOCPPL----+----R;:::Q::::::.::===---+-------_J+

PLC

fcCPP CONTROL FEED I

-::::::::::~ SENSORiLEADS L ____________________

~

VAULT SCHEMATIC N.T.S.

I I

i I

I I

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DETAIL 2 AND 3 LINE LEGEND EC PROVIDED CONDUCTOR AND TERMINATION VENDOR PROVIDED LEADS, EC TERMINATION ONLY

--0-----0----

EC PROVIDED SHIELD WIRE AND TERMINATION e

EC PROVIDED TERMINATION POINT no.J date J by J ckd I description A 03/31/2 ACH SJD ISSUED FOR 90%

DESIGN PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

'-.'-.M£DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 A. HIMES designed checked S.DEFRANCESCO A. HIMES Cimarron Environmental Response Trust ELECTRICAL DETAIL I (CONNECTION DETAILS) project 120832 I contract drawing BMCD-GWREMED-E201 sheet 10 of 14 file E201.dwg rev.

A sheets

COMPACTED BACKFILL WA GROUNDWATER EXTRACTION LINE 1 SAFETY WARNING TAPE, TYP. ABOVE EACH PIPE, CONDUIT, OR GRID r

EXISTING GROUND SURFACE

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04" INSTRUMENTATION CABLES CONDUIT0 SECTION A; C004, C105 EXTRACTION PIPE LATERAL ---~

SAFETY WARNING TAPE, TYP. ABOVE EACH PIPE, CONDUIT, OR GRID TREATMENT DISCHARGE PIPE TO WA OUTFALL COMPACTED BACKFILL SAND GRAVEL MIX BACKFILL EXISTING GROUND SURFACE SAND GRAVEL MIX BACKFILL 04" INSTRUMENTATION

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SECTION C; C003, C105 04" INSTRUMENTATION CABLES CONDUIT 08 N.T.S.

SECTION A; C004, C105 COMPACTED BACKFILL EXISTING GROUND SURFACE SAND GRAVEL MIX BACKFILL

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KEYED NOTES EC TO PROVIDE AND COORDINATE DUCT BANKS AND LATERALS WITH CIVIL AND MECHANICAL CONTRACTORS TO APPROPRIATE EQUIPMENT. EC TO PROVIDE MANUFACTURED OPEN BOTTOM PULL BOXES POSITIONED TO ALLOW LATERAL FEED AND NOT EXCEED CABLE PULLING TENSIONS TO EACH MECHANICAL WELL AND FLUSH WITH FINISH GRADE. REFER TO DETAIL 3, SHEET E203.

EC TO CONFIGURE DUCT BANKS IN ACCORDANCE TO DETAIL 4 THIS SHEET MAINTAINING DISTANCE FROM CONDUIT TO CONDUIT AND NOT EXCEEDING THE ROW OR COLUMN CAPACITY LISTED.

EC TO PROVIDE AND COORDINATE INSTRUMENTATION TRUNK AND LATERALS WITH CIVIL AND MECHANICAL CONTRACTORS TO APPROPRIATE EQUIPMENT. CIVIL TO PROVIDE MANUFACTURED OPEN BOTTOM PULL BOXES POSITIONED TO ALLOW LATERAL FEED AND NOT EXCEED CABLE PULLING TENSIONS TO EACH MECHANICAL WELL AND FLUSH WITH FINISH GRADE. INSTRUMENTATION TRUNK WILL BE 4" PVC CONDUIT UTILIZING INNERDUCT SYSTEM AND LATERAL FEEDS TO WELLS WILL BE 1" PVC ORIGINATING FROM PULL BOX. SEE CIVIL DRAWINGS. REFER TO DETAIL 3, SHEET E203.

SAFETY WARNING TAPE, TYP. ABOVE EACH PIPE, CONDUIT, OR GRID

~

SAND y-GRAVEL MIX BACKFILL 000 000

ooqp, 0 0 0 dTYP) r------- SAND GRAVEL MIX L_ __::_

BACKFILL TRENCH BOTTOM 1" PVC (TYP)

SAND GRAVEL MIX BACKFILL

_D_E_T_A._IL _________ -!~

N.T.S.

~

SAFETY WARNING TAPE, TYP. ABOVE EACH PIPE, CONDUIT, OR GRID COMPACTED BACKFILL EXISTING GROUND SURFACE SAND GRAVEL MIX BACKFILL (SEE NOTES)

D

.--------- 6" MIN., TYP. CLEARANCE DETAIL N.T.S.

TREATMENT DISCHARGE PIPE TO BA1 OUTFALL GROUNDWATER EXTRACTION LINE 1 04" INSTRUMENTATION CABLES CONDUIT 0 SECTION E; C009, C106 BETWEEN PIPES/ CONDUITS INJECTION SUPPLY PIPES no.I date I by I ckd I description A 03/31 /20 ACH SJD ISSUED FOR 90%

DESIGN PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

'-."'-MS:DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 A. HIMES designed checked S. DEFRANCESCO A. HIMES Cimarron Environmental Response Trust ELECTRICAL DETAIL II (DUCT BANK DETAILS) project 120832 I contract drawing BMCD-GWREMED-E202 -

sheet 11 of 14 file E202.dwg rev.

A sheets

PLTFRM PP-A

~LTFRM 0

PLTFRM PP-A XFMR PLTFRM XFMR PL TFRM DISC 0

RTU CPP (CPP-3)

AIR TERMINAL (TYP)

PLTFRM PP-A TYP.

RTU CPP (CPP-3)

I I)

RTU PLATFORM LAYOUT DETAIL N.T.S.

E101 EGC. (P21) 7 XMFR PL TFRM I 15 KVA.

NEMA3R r-'--~-L-1 PL TFRM

~--~*I PP-A I

I L _

__ _ _ _ __ _J 14 STRAND #16AWG COPPER MOUNTED ON GUARDRAIL 4

0 PLATFROM STEEL 0 MAIN SUPPORT STEEL

---l--,LCF--'---1-'-,-----"C O LUM NS X 4 SAFETY WAR NIN TAPE(TYP.

0 TWO (2) SEPARATE DOWN CONDUCTORS; 24 STRAND #14AWG COPPER, 1" C RTU PLATFORM GROUNDING AND BONDING DETAIL N.T.S.

0 PULL BOX (OPEN BOTTOM)

PULLBOX CONDUIT DETAIL N.T.S.

FINISH GRADE

" MINUS COMPACTED CLEAN GRAVEL 3

E202 GENERAL NOTES:

1.

SEE DRAWING E103 THROUGH E105 FOR CABLE ANO CONDUIT SIZES.

2.

EC TO PROVIDE GROUNDING AND BONDING PER DETAIL 2 THIS SHEET.

3.

GROUNDING SHALL BE IN ACCORDANCE WITH THE 2014 NATIONAL ELECTRICAL CODE.

4.

SEE SINGLE LINE DRAWINGS E101 AND E102 FOR SIZINS OF NEUTRAL CONTRUCTORS AND EQUIPMENT GROUNDING CONDUCTORS (EGC).

0 0

0 KEYED NOTES:

EC TO PROVIDE XFMR FUSED DISCONNECT, XFMR, PLATFORM PANEL AND CONTROL PANEL ENCLOSURE AS SHOWN ON DRAWING E101, ALL EQUIPMENT ON PLATFORM TO BE NEMA 3R RATED. EC TO COORDINATE PHYSICAL LAYOUT WITH PLATFORM MANUFACTURER, CONDUIT CUTOUTS WILL BE CONFIGURED IN PLATFORM DECKING.

EC TO PROVIDE UNI STRUT SUPPORT STRUCTURE TO SECURE PERMANENT INSTALLATION OF ALL PROVIDED ELECTRICAL EQUIPMENT SPECIFIED THIS DRAWING.

UNISTRUT STRUCTURE TO BE BONDED TO EQUIPMENT AND STRUCTURE. EC TO PROVIDE ONE CONVIENINCE RECEPTACLE TO UNISTRUT SIDE WITH PNL-A, SOURCED FROM PNL-A UTILIZE GFCI WR RATED 20A DUPLEX IN NEMA3R BOX.

EC TO PROVIDE GROUNDING ELECTRODE TRIAD THAT IS SIZED BASED ON NEC TABLE 250.66 USING THE SEPARATELY DERIVED SYSTEM PHASE CONDUCTOR SIZE.

EC TO PROVIDE FOUR (4) 18", 01/2" AIR TERMINAL MOUNTED AND BONDED TO PLATFORM RAILING.

EC TO PROVIDE STRUCTURAL STEEL BONDING POINTS WITH IRREVERSIBLE COMPRESSION CONNECTOR OR EXOTHERMIC WELD TO ALL FOUR MAIN SUPPORTS AND PLATFORM CONSTRUCTION. ENSURING COMMON BOND.

EC TO PROVIDE UFER GROUND CONNECTION POINT TO FOUNDATION REBAR PRIOR TO CONCRETE POURING AND CONNECT TO GROUNDING AND BONDING SYSTEM WITH IRREVERSIBLE COMPRESSION CONNECTOR OR EXOTHERMIC WELD.

AIR TERMINALS SHALL EXTEND HIGHER THAN ALL EQUIPMENT MOUNTED ON PLATFORM.

no.I date I by I ckd I description A 03/31/20 ACH SJD ISSUED FOR 90%

DESIGN PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

'-'-M£DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 A. HIMES designed checked A. HIMES S. DEFRANCESCO Cimarron Environmental Response Trust ELECTRICAL DETAIL Ill (EQUIPMENT LOCATIONS) project 120832 I contract drawing rev.

BMCD-GWREMED-E203 -

A sheet 12 of 14 sheets file E203.dwg

I I

~ 24-COUNT FIBER PATCH PANEL (SEE VEOLIA DESIGN C-F1

______________ _ _ _':v~T~ ~U~L~I~~ ______________________ DRAWINGS) 0 C RTU PLATFORM WM-REMOTE PLC CABINET - CPP-3 m

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MOTOR CONTROL CENTER (MCC-1)

WATF BUILDING - ELECTRICAL ROOM C-E4

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MCC-1 ETHERNET SWITCH i _ _ ~l

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DESIGN PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

~M£DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 A. HIMES designed checked S.DEFRANCESCO A. HIMES Cimarron Environmental Response Trust ELECTRICAL COMMUNICATION SYSTEM ARCHITECTURE I project 120832 J contract drawing BMCD-GWREMED-E204 -

sheet 13 of 14 file E204.dwg rev.

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no.j date I by I ckd I description ISSUED FOR 90%

DESIGN PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

~M£DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 A. HIMES designed checked S.DEFRANCESCO A. HIMES Cimarron Environmental Response Trust ELECTRICAL COMMUNICATION SYSTEM ARCHITECTURE 11 project 120832 I contract drawing BMCD-GWREMED-E205 -

sheet 14 of 14 file E205.dw rev.

A sheets

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6" -t---+---

(MIN.)

COMPACTED BACKFILL (SEE NOTES)

EXISTING GROUND SURFACE

.-------;------+- 6" MIN., TYP. CLEARANCE 6" WA GROUNDWATER EXTRACTION LINE 1 BETWEEN PIPES / CONDUITS SAND GRAVEL MIX BACKFILL (SEE NOTES) 8" TREATMENT DISCHARGE PIPE TO WA OUTFALL ELECTRICAL WIRE CONDUIT GRID (SEE ELECTRICAL DRAWINGS FOR CONDUIT SIZES INSTRUMENTATION CABLES CONDUIT (SEE ELECTRICAL DRAWINGS FOR CONDUIT SIZES AND DETAILS)

AND DETAILS). INCLUDES 1" FIBER OPTIC CABLE

/ CONDUIT FROM WA TREATMENT BUILDING TO WA RTU CABINET (SEE NOTE 10) -----~

SECTION NOT TO SCALE PIPE & CONDUIT TRENCH SECTIONS NOTES:

1.

TRENCHES SHALL BE EXCAVATED IN ACCORDANCE WITH OSHA STANDARDS.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

NUMBER OF CABLES AND ARRANGEMENT IN ELECTRICAL WIRE CONDUIT GRID MAY VARY, SHOWN FOR VISUAL CONCEPT PURPOSES ONLY. SUBCONTRACTOR SHALL ORGANIZE CONDUITS/ WIRING IN A LOGICAL ARRANGEMENT. SUBMIT PROPOSED ARRANGEMENT FOR APPROVAL AND PROVIDE AS BUil T CONDITIONS.

CLEARANCE AROUND PIPES/ CONDUITS SHALL BE INCREASED IF NECESSARY TO ATTAIN GOOD COMPACTION IN HAUNCHES OF PIPES.

SAFETY WARNING TAPE COLOR AND TEXT SHALL BE SPECIFIC TO THE PIPE, CONDUIT, OR ELECTRICAL GRID IT IS INSTALLED TO PROTECT ("GAS, PIPES SHALL BE YELLOW TAPE THAT INCLUDES THE TEXT "BURIED GAS PIPE").

BACKFILL SHALL BE CLEAN, ACCEPTABLE EXCAVATED SOIL DURING TRENCHING OR FROM BORROW SOURCE.

PLACE BACKFILL IN LOOSE LIFTS NOT TO EXCEED 6 INCHES IN THICKNESS. 4" BEDDING BELOW PIPING OR CONDUIT TO BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DRY DENSITY WITHIN THE MOISTURE RANGE OF+/- 3%. SUBSEQUENT BEDDING TO BE COMPACTED BY HAND OR MECHANICAL METHODS. SUITABLE CLEAN MATERIAL TO BE PROVIDED BY SUBCONTRACTOR.

ALL PIPING/ CONDUIT WILL BE BURIED BENEATH THE ESTABLISHED FROST LINE (18 INCHES).

DISCHARGE PIPING TRENCH BACKFILL (BEDDING AND SOIL) SHALL BE COMPACTION TESTED IN ACCORDANCE WITH ASTM 06938 AT A FREQUENCY OF ONCE EVERY 300 LINEAR FEET. BACKFILL FAILING TO MEET COMPACTION REQUIREMENTS SHALL BE RE-COMPACTED AND TESTED AT NO COST TO OWNER/ENGINEER.

ELECTRICAL WIRE CONDUIT GRID (DUCT BANK) SHALL CONTAIN PLASTIC SPACERS WITH CONDUITS PLACED AT 7.5 INCH CENTERS, AND SHALL BE BACKFILLED WITH SAND.

TRACER WIRE AND TEST STATIONS SHALL BE INSTALLED IN TRENCHES WITHOUT ELECTRICAL POWER OR INSTRUMENTATION CABLES. TEST STATIONS SHALL BE INSTALLED AT A MAXIMUM OF ONCE EVERY 1000 FEET.

SUBCONTRACTOR MAY ELECT TO CONSTRUCT A FLAT BOTTOM TRENCH IF IT IS DETERMINED TO BE A MORE ECONOMICAL APPROACH. MINIMUM CLEARANCES SHOWN MUST BE PROVIDED.

IF ROCK OR GROUNDWATER IS ENCOUNTERED AT SHALLOW DEPTHS ALONG TRENCH ALIGNMENT, MINIMUM PIPE/ CONDUIT COVER DEPTH MAY BE REDUCED TO 12" BELOW EXISTING GROUND SURFACE IF 6" MOUND ABOVE EXISTING SURFACE IS PROVIDED TO MAINTAIN 18" TOTAL COVER. MOUNDING MAY NOT BE PERMISSIBLE IN DRAINAGE WAYS OR AREAS TO BE MOWED. ENGINEER SHALL APPROVE ALL AREAS WHERE MOUNDING IS PROPOSED, SUBMIT AREAS OF PROPOSED MOUNDING FOR APPROVAL PRIOR TO CONSTRUCTION.

13. AIR RELEASE VALVES SHALL BE PROVIDED AT ALL HIGH POINTS OF PRESSURE WATER PIPE SYSTEMS. SUBCONTRACTOR SHALL CONSTANTLY MONITOR PIPE INSTALLATION ELEVATIONS TO DETERMINE ALL HIGH POINTS. SEE SHEET C108 FOR AIR RELEASE VALVE DETAILS.

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SECTION 2" HOPE SOR 11 GROUNDWATER EXTRACTION PIPE LATERAL----

SECTION COMPACTED BACKFILL (SEE NOTES)

EXISTING GROUND SURFACE SAND GRAVEL MIX BACKFILL (SEE NOTES) 1" FIBER OPTIC CONDUIT/

CABLE FROM UTILITY TO WA TREATMENT BUILDING 6" MIN., TYP CLEARANCE BETWEEN PIPES/ CONDUITS NOT TO SCALE B

C004 EXISTING GROUND SURFACE SAND GRAVEL MIX BACKFILL INSTRUMENTATION CABLE/

CONDUIT (SEE ELECTRICAL DRAWINGS FOR CONDUIT SIZES AND DETAILS)

NOTTO SCALE no.I date I by I ckd I description A 3/31/20 BCW RTB ISSUED FOR 90%

DESIGN PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

~MS DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 T. COLLINS designed B. WEIS checked R. BETTMENG Cimarron Environmental Response Trust PIPE & CONDUIT TRENCH SECTIONS -

SHEET 1 project 120832 I contract drawing rev.

BMCD-GWREMED-C105 -

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/ CONDUIT FROM WA TREATMENT BUILDING TO CENTRAL CONTROL BUILDING (SEE NOTE 10, SHEETC105) ------------~

NOTTO SCALE COMPACTED BACKFILL (SEE NOTES)

EXISTING GROUND SURFACE SAND GRAVEL MIX BACKFILL (SEE NOTES) 2" HOPE SOR 11 GROUNDWATER INJECTION SUPPLY PIPES COMPACTED BACKFILL (SEE NOTES) 4" HOPE SOR 11 TREATMENT DISCHARGE PIPE TO BA1 OUTFALL 6" HOPE SOR 17 BA1 GROUNDWATER EXTRACTION LINE 1 INSTRUMENTATION CABLES/ CONDUIT (SEE ELECTRICAL DRAWINGS FOR DETAILS)

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6" MIN., TYP. CLEARANCE BETWEEN PIPES/ CONDUITS 2" HOPE SOR 11 INJECTION SUPPLY PIPES no.I date I by I ckd I description A 3/31/20 BCW RTB ISSUED FOR 90%

DESIGN

1.

SEE SHEET C105 FOR PIPE & CONDUIT TRENCH SECTION NOTES.

PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

~MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 T. COLLINS designed checked B.WEIS R. BETTMENG Cimarron Environmental Response Trust PIPE & CONDUIT TRENCH SECTIONS -

SHEET 2 project 120832 I contract drawing rev.

BMCD-GWREMED-C106 -

A sheet 23 of 32 sheets file C106 PIPE-CONDUIT 2.DWG

GROUNDWATER TREATMENT DISCHARGE PIPE (SIZE VARIES) 6.4' PLAN NOTTO SCALE GROUND SURFACE GROUNDWATER TREATMENT DISCHARGE PIPE (SIZE VARIES) 6 #5 BARS EQ SP E.W.

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SECTION NOT TO SCALE

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~

(9 FLANGED CONNECTION CHECK VALVE (TIDEFLEX SERIES 35-1 OR APPROVED EQUAL)

EB CONCRETE HEADWALL STRUCTURE 4

..,.J

/

SECTION EB NOT TO SCALE DETAIL WESTERN AREA OUTFALL PLAN C003 12 OZ./SY GEOTEXTILE

5 EQ SP E.W.

1. TRANSITION TO TYPICAL CHANNEL SECTION OVER 15 FEET.

2. SEE SHEET C300 FOR APPLICABLE CONCRETE WORK NOTES.

25' 50' SCALE IN FEET D50=18" RIPRAP APPROXIMATE AREA OF OBSERVED VARIANCE IN TOPOGRAPHY FROM THE CONTOURS SHOWN

- FIELD-VERIFY ACTUAL co:~:~,~~~--~~.J TRIANGULAR

/

RIP-RAP CHANN

/

AND RIP-RAP APRO DETAIL C005 BURIAL AREA 1 OUTFALL PLAN 40' 80' SCALE IN FEET

~------- 8' ----

--~--<

12 OZ./SY GEOTEXTILE TYPICAL CHANNEL SECTION 4

NOT TO SCALE no.I date I by I ckd I description A 3/31/20 BCW RTB ISSUED FOR 90%

DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

~BURNS

~MS:DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed MARCH 2020 T. COLLINS checked designed B. WEIS R. BETTMENG Cimarron Environmental Response Trust OUTFALL DETAILS project 120832 I contract drawing BMCD-GWREMED-C107 -

rev.

A sheet 24 of 32 sheets file C107 OUTFALL DETAILS.DWG

6" STD. wr GALV. PIPE (FILLW/

CONCRETE)

FINISH GRADE 8"(MIN.)

BOLLARD NOTES:

1.

SUBCONTRACTOR SHALL PROVIDE HEAVY DUTY YELLOW HOPE PIPE GUARD COVER OVER ALL PIPES

2.

SUBCONTRACTOR SHALL VERIFY QUANTITY AND LOCATION OF BOLLARDS WITH ENGINEER PRIOR TO CONSTRUCTION.

BOLLARD DETAIL NOTTO SCALE CLAY & BAILEY #2007 MR OR APPROVED EQUAL FINISH GRADE z

~

1D C013 NOTES:

18" ID SONOTUBE (REFER TO VEOLIA'S DESIGN DRAWINGS)

HOPE TO GLV STEEL TRANSITION COUPLING (TYP.)

EXTRACTION LINE HEAT TRACE DETAIL 2

NOTTO SCALE COO?

1. SUBCONTRACTOR SHALL SET TEST STATIONS AND LINE MARKERS FOR TRACER WIRE EVERY 1,000'.

ALL LINE MARKERS AND TEST STATIONS SHALL BE PLACED AND MAINTAINED AS CLOSE AS PRACTICAL TO THE UTILITY TRENCH. LINE MARKERS SHALL BE PLACED AT EACH CROSSING OF A ROAD AND WHEREVER NECESSARY TO IDENTIFY THE LOCATION OF THE PIPE TO REDUCE THE POSSIBILITY OF DAMAGE OR INTERFERENCE.

2. THE FOLLOWING SHALL BE WRITTEN LEGIBLY ON A BACKGROUND OF SHARPLY CONTRASTING COLOR ON EACH LINE MARKER A.

THE WORD "WARNING", "CAUTION", OR "DANGER" FOLLOWED BY THE WORDS "WATER PIPELINE" ALL OF WHICH, SHALL BE IN LETTERS AT LEAST 1-INCH HIGH WITH 1/4-INCH STROKE B.

COORDINATE WITH THE OWNER TO DETERMINE THE OPERATOR NAME AND TELEPHONE NUMBER (INCLUDING AREA THAT SHALL BE PLACED ON ALL LINE MARKERS. THE INFORMATION PROVIDED SHALL BE FOR AN OPERATOR THAT CAN BE REACHED AT ALL TIMES.

BOLLARD (TYP. OF 2, SEE \\

DETAIL 1, THIS SHEET)

\\

OPEN-BOTTOM HOPE VAULT WITH LID 2" OR 3" HOPE THREADED BACKFILL TO EXISTING, TYP.

AND LARGER MAINS WRAP LOWIER VAULT SECTION WITH 12 OZ/SY GEOTEXTILE TO RETAIN ROCK AND SOIL FROM DOGHOUSE VOID END CAP, AS APPLICABLE TYPICAL CLEANOUT AND VALVE VAULT DETAIL NOTTO SCALE 005 NOTES:

1. WHERE PRACTICAL CLEANOUTS CAN BE GROUPED TOGETHER IN MACHINE CUT DOGHOUSE A SINGLE VAULT.

SHALL PROVIDE 2" CLEARANCE ON THE TOP AND SIDES

2. DIRECTION OF CLEANOUT SHALL BE AS INDICATED BY SYMBOL ON DRAWINGS.

DOUBLE WASHED 2-INCH CLEAN STONE

-@-=-DIRECTION OF CLEANOUT

-@- = -

DIRECTION OF CLEANOUT

25' ----------------------,!~---;

PRECAST SLAB AIR RELEASE VALVE (ARV) NOTES:

1.

AIR RELEASE VALVES SHALL AIR RELEASE VALVE BE INSTALLED AT THE HIGH POINT OF ALL PRESSURE 1/2" ANGLE HOSE VALVE WATER SYSTEM PIPING.

3/4" GATE VALVE

2.

AIR RELEASE VALVE VAULT SHALL BE DESIGNED FOR H20 2" FIBERGLASS BATTS@

TRAFFIC LOADING.

MH WALL & PIPE ONLY

3.

TWO PIPELINES SHOWN IN

~

DETAIL, ACTUAL NUMBER OF PIPELINES MAY VARY.

co 7

4.

ARV ASSEMBLY INSTALLED ON GROUNDWATER EXTRACTION ACCESS ROAD

>-------- 5' ---~-<

9" 4000 PSI CONCRETE LOW WATER CROSSING NOTES NOTTO SCALE 5

CD14

\\__ 6" COMPACTED CRUSHED ROCK SUBGRADE

1. GRADE THE TOP OF SUBGRADE/GEOTEXTILE OF THE LOW WATER CROSSING TO THE MIDDLE OF THE CONCRETE FOR THE LOW WATER CROSSING.

2. EXTEND GEOTEXTILE FABRIC OF THE IMPROVED CHANNEL DOWN THE FACE OF THE CONCRETE FOR THE LOW WATER CROSSING ON EACH SIDE.

ACCESS ROAD

3. A MODULUS OF SUBGRADE REACTION OF 150 POUNDS PER CUBIC INCH CAN BE USED TO DESIGN A SLAB CONSTRUCTED ON A 6-INCH THICKNESS OF AGGREGATE. THE 6-INCH THINKNESS OF AGGREGATE SHOULD CONSIST OF 2 INCHES OF FINE AGGREGATE MEETING THE REQUIREMENTS OF ASTM D448 NO. 10 (SCREENINGS) UNDERLAIN BY 4 INCHES OF TYPE "A"' AGGREGATE MEETING THE REQUIREMENTS OF SECTION 703.01 OF THE ODOT 2009 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.

4. THE AGGREGATE SHOULD BE ADJUSTED TO A WORKABLE MOISTURE CONTENT, PRIOR TO BEING COMPACTED TO AT LEAST 95 PERCENT OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST METHOD (ASTM 0698).

PROPOSED EXTRACTION, PIPES SHALL NOT ALLOW INJECTION, OR SUPPLY PIPING DISCHARGE ON ANY EXTRACTED GROUNDWATER.

48" I.D. PRECAST 1/2" COMPACTED MANHOLE RISER AGGREGATE REINFORCING EQUAL TO ASTM C-478 AIR RELEASE VALVE DETAIL 4

NOT TO SCALE C200 15' FORWAA 20'-0 EX. GRADE ~

,./

t--------------1------------

,./

COMPACTED SOIL BACKFILL COMPACTED SUBGRADE TYPICAL ACCESS ROAD IMPROVEMENTS SECTION NOTTO SCALE EXISTING ACCESS ROADSIDE DRAINAGE CHANNEL, AS NECESSARY 12 OZ NON-WOVEN GEOTEXTILE STAKE 4' ON TRENCH DETAIL CENTER (MAX.)

STRAW WATTLE DETAIL NOT TO SCALE NOTES:

SECTION VIEW BACK FILL TRENCH SPOILS 6" PREPARED SUBGRADE

1. EXCAVATE A 2"-3" DEEP X 9" WIDE TRENCH ALONG THE CONTOUR OF THE SLOPE. EXCAVATED SOIL SHOULD BE PLACED UPSLOPE FROM THE ANCHOR TRENCH.

2. PLACE THE 9" WATTLE IN THE TRENCH SO THAT IT CONTOURS TO THE SOIL SURFACE. COMPACT SOIL FROM THE EXCAVATED TRENCH AGAINST THE WATTLE ON THE UPHILL SIDE. ADJACENT WATTLES SHOULD TIGHTLY ABUT.

3. SECURE THE WATTLE WITH 24" WOODEN STAKES EVERY 4' AND WITH A STAKE ON EACH END. STAKES SHOULD BE DRIVEN THROUGH THE WATTLE LEAVING AT LEAST 2"-3" OF STAKE EXTENDING ABOVE THE WATTLE. STAKES SHOULD BE DRIVEN AT A 35° ANGLE FROM PERPENDICULAR TO THE SLOPE FACE.

D50= 6" RIPRAP SECTION VIEW ELEVATION VIEW ROCK CHECK DAM DETAIL 7

NOTTO SCALE CD14 NOTES:

1. CHECKDAMSSHOULDBECHECKEDFORSEDIMENT ACCUMULATION AFTER EACH STORM EVENT OF 1/2-INCH OR GREATER. SEDIMENT SHOULD BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL HEIGHT OF THE DAM.

2. REGULAR INSPECTIONS SHOULD BE MADE TO ENSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES.

EROSION CAUSED BY HIGH FLOWS AROUND THE EDGES OF THE DAM SHOULD BE CORRECTED.

no.I date I by I ckd I description A 3/31/20 BCW RTB ISSUED FOR 90%

DESIGN PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

~MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 T. COLLINS designed checked

8. WEIS R. BETTMENG Cimarron Environmental Response Trust MISCELLANEOUS DETAILS-SHEET 1 project 120832 I contract drawing BMCD-GWREMED-C108 sheet 25 of 32 file C108 MISC DET 1.DWG rev.

A sheets

BUILDING CLEANOUT L

BUILDING t-----t-<5'

]ti-1----~~;To]~--------------

<5, 1--

PROFILE B J

OUTLET IS 2"

--.+---- MINS' ___j MIN 4" MIN 5' LOWER THAN INLET

\\_

SUBSURFACE ABSORPTION LINES E9 (LENGTH AND NUMBER WILL VARY ASTM D 3034 CLEAN OUT SOR 26 PVC 1,000 GALLON SEPTIC NOTES:

SCHEMA TIC SEPTIC SYSTEM PLAN us 120 NW GEO TEXTILE FABRIC (BY US FABRICS)

APPROVED WASHED CLEAN 1" GRAVEL 3"0R4" SEPTIC LINE 995 980 EXISTING GRADE 975 0+00 990 EXISTING GRADE 42" RCP CULVERT 975 970 0+00 SEPTIC TANK SCHEMATIC SEPTIC SYSTEM PROFILE NOT TO SCALE TYPICAL EXTRACTION TRENCH PERFORATED PIPE DETAIL NOTTO SCALE

~ROAD

1.

3" OR 4" PIPE THAT DELIVERS SEWAGE TO A SEPTIC TANK SHALL BE INSTALLED WITH A MINIMUM FALL OF 1/4" PER FOOT.

NOTES:

NOTTO SCALE

1.

SUBCONTRACTOR SHALL VERIFY SIZE, SPACING AND NUMBER OF LATERALS BASED ON SOIL PERCOLATION TESTING IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.

90' (TYP.)

1/2"

~

PERFORATIONS y F12"

-o:r

~

4" HOPE SOR 21 PERFORATIONS STAGGERED AT 12" O.C.

995 990

2.

SEPTIC SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN OKLAHOMA DEQ TITLE 252 CHAPTER 641.

24" MIN 3" PERFORATED PIPE 14"-30" UNIFORM DEPTH l

T

~

MEDIA LATERAL DETAIL NOTTO SCALE BACKFILL MA TE RIAL 8"

__1_

MIN1 "

I STORAGE

_l MEDIA

_Li MIN1"--.

STORAGE _J MEDIA 2

COMPACTED IN EXISTING ACCORDANCE WITH GRADE SPECIFICATION 312000 12" 12 OZ. NON-WOVEN GEOTEXTILE (REFER TO SPECIFICATION 026613 FOR DETAILS)

BASED ON RES UL TS OF SOIL TEST) 18" D50= 12" RIPRAP 8 OZ WOVEN GEOTEXTILE FABRIC 6" PREPARED

,., ~.,., ~.,., '

SUBGRADE IMPROVED CHANNEL NOTTO SCALE NOTES

1. TAPER SIDE SLOPES TO LOW WATER CROSSING OVER 15' WHERE APPLICABLE.

FINISHED GRADE 985 1+00 SEPTIC SYSTEM PROFILE B

NOT TO SCALE C007

~ROAD FINISHED GRADE 1+00 CULVERT PROFILE C

NOTTO SCALE C007 980 SEPTIC TANK 975 2+00 990 985 980 975 970 1+75 UNDISTURBED NATIVE MATERIAL

~'i'lc!=j¥£E~~illm~~I'i;l=i=]~Th:

~;:;~~,~~~~~!=

= *--~ 3' MIN.

REPLACED SOIL, TYP.

12 OZ. NON-WOVEN GEOTEXTILE (REFER TO SPECIFICATION 026613 FOR DETAILS)

NORTHERN TRENCH FACE SILICA GRAVEL TYP.

....__ BOTTOM OF TRENCH UP2 INJECTION TRENCH TYPICAL GCL LINER DETAIL NOTTO SCALE

GCL (REFER TO PROFILE FOR LIMITS) no.I date I by I ckd I description A 3/31/20 BCW RTB ISSUED FOR 90%

DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

~BURNS

~M~DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed MARCH 2020 T. COLLINS checked designed B. WEIS R. BETTMENG Cimarron Environmental Response Trust MISCELLANEOUS DETAILS - SHEET 2 project 120832 I contract drawing BMCD-GWREMED-C109 sheet 26 of 32 file C109 MISC DET 2.DWG rev.

A sheets

MIRAFI HP270 OR EQUIVALENT WOVEN GEOTEXTILE FABRIC 12" COMPACTED AGGREGATE NOTE:

EXISTING GRADE TYPICALLY REPRESENTED BY DASHED LINE TYPICAL ACCESS ROAD SECTION NOT TO SCALE SHALLOW SLOPE WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING 8" PREPARED SUBGRADE NOTES:

1. ACCESS ROAD LATERALS VARY BASED ON LOCATION; SEE DRAWINGS C002 AND C003 FOR DETAILS.

BRING MATERIAL DOWN TO A LEVEL AREA BEFORE TERMINATING THE INSTALLATION.

THE MATERIAL OVER THE BERM AND ANCHOR IT BEHIND THE BERM.

EROSION CONTROL BLANKET DETAIL NOT TO SCALE EROSION CONTROL BLANKET NOTES:

A)

SITE PREPARATION:

AFTER SITE HAS BEEN SHAPED AND GRADED, PREPARE A FRIABLE SEEDBED RELATIVELY FREE FROM CLODS AND ROCKS MORE THAN 1 1/2 INCHES IN DIAMETER AND ANY FOREIGN MATERIAL THAT WILL PREVENT UNIFORM CONTACT OF THE PROTECTIVE COVERING WITH THE SOIL SURFACE.

B)

LA YING AND STAPLING:

SUBCONTRACTOR SHALL INSTALL EROSION CONTROL BLANKET PER MANUFACTURER'S SPECIFICATIONS.

1.

START LAYING THE PROTECTIVE COVERING FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL DOWN-GRADE.

2.

ALLOW TO LAY LOOSELY ON SOIL; DO NOT STRETCH.

3.

UPSLOPE ENDS OF THE BLANKET SHOULD BE BURIED IN AN ANCHOR SLOT NO LESS THAN 6-INCHES DEEP. TAMP EARTH FIRMLY OVER THE MATERIAL. WHEN TOP IS RELATIVELY FLAT, EXTEND BLANKET ABOUT 40 INCHES AWAY FROM SLOPE.

STAPLE THE MATERIAL AT A MINIMUM OF EVERY 12 INCHES ACROSS THE TOP END.

4.

EDGES OF THE MATERIAL SHALL BE STAPLED EVERY 3 FEET. WHERE MULTIPLE WIDTHS ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHALL BE OVERLAPPED A MINIMUM OF 6 INCHES AND STAPLED TOGETHER.

5.

STAPLES SHALL BE PLACED DOWN THE CENTER, STAGGERED WITH THE EDGES AT 3-FOOT INTERVALS.

C)

MAINTENANCE & INSPECTION:

INSPECT CONTROLS AFTER EACH RAIN EVENT OF 1/2 INCH OR GREATER, AND EVERY 7 DAYS UNTIL VEGETATION IS ESTABLISHED, FOR EROSION OR UNDERMINING BENEATH THE NETTING, BLANKETS, OR MATS. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE MATERIAL, ADD SOIL, TAMP DOWN, AND RESEED; RESECURE THE MATERIAL IN PLACE. IF NETTING, BLANKETS OR MATS BECOME DISLOCATED OR DAMAGED, REPAIR OR REPLACE, RESEED AND RESECURE IMMEDIATELY.

1.

EROSION CONTROL BLANKET (ECB) AND INSTALLATION STAPLES, WHERE SPECIFIED ON THE PLANS, SHALL BE NORTH AMERICAN GREEN C125 OR APPROVED EQUAL, A MACHINE-PRODUCED MAT OF 100% COCONUT FIBER MATRIX WITH A FUNCTIONAL LONGEVITY OF APPROXIMATELY 36 MONTHS. CONTRACTOR SHALL INSTALL AND STAPLE ECB PER MANUFACTURER'S SPECIFICATIONS.

MINIMUM 1.5' SOIL COVER END DETAIL NOTTO SCALE INDICATES AT BOTH ENDS 18" MINIMUM GEOTEXTILE LA YER 12"x36"x18" CONCRETE TOE WALL REINFORCE \\/\\/1TH #5 BARS AS SHOWN WITH 3" CLR AT ENDS no.I date I by I ckd I description A 3131 /20 BCW RTB ISSUED FOR 90%

DESIGN PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

~MS:DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 T. COLLINS designed checked B. WEIS R. BETTMENG Cimarron Environmental Response Trust MISCELLANEOUS DETAILS - SHEET 3 project 120832 I contract drawing rev.

BMCD-GWREMED-C110 -

A sheet 27 of 32 sheets file C110 MISC DET3.DWG

I no.I date I by I ckd I description PROJECT CONTROL POINTS*

Point Table Point Table A I3/31/20IBCWI RTB ISSUED FOR 90%

MONITORING ELEVATION INJECTION WELLS DESIGN EASTING Point#

Northing Easting Point#

Northing Easting POINTS WELL NORTHING (AMSL)

CP-1 T-64 321342 2091691 941.19 1

321036.14 2092669.57 18 320818.17 2092614.04 NAME NORTHING EASTING CP-2 T-65 321569 2091814 938.77 2

320876.52 2092680.65 19 320850.07 2092665.95 GWI-WU-01 320692.9056 2092492.6255 CP-3 T-63 321623 2091977 938.01 GWI-UP1-03 321310.1510 2092323.7212 3

320884.48 2092795.37 20 320875.37 2092664.20

LOCATION PROVIDED IS TO A BOLT LOCATED IN WELL PADS.

GWI-UP1-04 321113.7148 2092473.3128 4

321044.10 2092784.30 21 320873.22 2092634.07 GWI-UP2-01 321529.6064 2093014.6370 PROJECT CONTROL POINTS 5

321178.88 2092872.09 22 320918.10 2092630.86 GWI-UP2-02 321752.1812 2093191.8030 6

321051.14 2092885.76 23 320920.37 2092660.70 GWI-UP2-03 321775.4962 2093291.7246 7

320980.07 2092857.61 24 320938.16 2092648.30 GWI-UP2-04 321749.5312 2093707.4032 8

320957.49 2092859.16 25 320955.70 2092620.02 322713.4885 2095434.8894 GWI-BA1-02 Point Table Point Table 9

320934.88 2092860.71 26 320956.12 2092626.21 GWI-BA1-03 322811.6169 2095391.2572 Point#

Northing Easting Point#

Northing Easting 10 320896.91 2092891.65 27 320971.53 2092633.80 1

320007.6154 2091894.4125 37 321670.3832 2093227.9016 11 320886.30 2092890.35 28 320984.99 2092617.99 EXTRACTION WELLS 2

320395.3714 2092391.3523 38 321711.0924 2093320.1469 12 320876.95 2092885.19 29 320903.18 2092647.95 NAME NORTHING EASTING 3

320320.6473 2092449.6585 39 321723.4406 2093348.1274 13 320796.49 2092810.05 30 321045.26 2092640.87 GE-WU-01 320109.0457 2092024.4004 4

320544.5641 2092582.5543 40 321858.6026 2093654.3987 14 320790.64 2092802.92 31 321086.02 2092666.11 GE-WAA-01 321951.7396 2091715.1415 5

320729.9499 2092572.1533 41 321904.0136 2093757.2979 GE-WAA-02 321789.1522 2091723.6224 15 320786.98 2092791.36 32 321093.99 2092781.66 6

321049.6638 2092566.7176 42 321911.7936 2093774.9270 GE-WAA-03 321503.0990 2091815.2625 16 320776.43 2092638.90 33 321137.44 2092802.78 7

321229.9256 2092563.1981 43 321940.8392 2093974.8284 GE-WAA-04 322114.1491 2091708.6129 17 320763.17 2092615.06 8

321327.8518 2092555.6664 44 321915.9731 2094095.3443 GE-WAA-05 323380.7131 2092183.2678 9

321396.9223 2092550.3541 45 321865.2128 2094323.1502 POINT TABLE FOR WATF GE-WAA-06 321618.4523 2092086.4249 SEE SHEET C006 10 321629.5932 2092593.2158 46 321789.6673 2094516.9241 GE-WAA-07 321748.0596 2092329.7692 11 321683.9103 2092598.6473 47 321800.1629 2094616.8870 GE-WAA-08 321859.1516 2092599.5640 Point Table Point Table GE-WAA-09 321941.1480 2092819.1028 12 321823.5870 2092582.2149 48 321861.0968 2094695,9773 Point#

Northing Easting Point#

Northing Easting GE-WAA-10 322044.3048 2093043.9318 13 321883.1116 2092571.2270 49 322121.7637 2095107.7430 1

322248.9033 2095361.7888 13 322334.4099 2095419.6982 GE-WAA-11 322152.7517 2093252.8905 14 321901.0487 2092602.2023 50 322205.3016 2095298.5542 2

322321.3418 2095359.6141 14 322401.2004 2095464.0335 GE-WAA-12 322255.9086 2093440.6888 15 321914.0808 2092624.7073 51 322245.3817 2095350.1254 3

322373.0416 2095319.4691 15 322441.1099 2095399.6010 GE-WAA-13 322385.5158 2093631.1322

~

16 321998.3958 2092789.9575 52 322269.0138 2095348.5647 GE-WAA-14 322918.2700 2092355.0100

~

4 322438.7973 2095327.8815 16 322366.3888 2095416.2080 17 322110.4760 2093009.9619 53 322522.5276 2095488.5251 5

322481.6713 2095376.7632 17 322375.4319 2095421.5443 GE-WAA-15 322906.7250 2093408.2990 18 322217.6515 2093219.6977 54 322696.3487 2095400.8334 GE-BA1-02 322970.1837 2095385.4338 i

6 322477.5538 2095445.4867 18 322390.0747 2095375.6127 19 322315.7378 2093414.6532 55 322792.1199 2095352.5175 GE-BA1-03 323067.6514 2095356.5726 7

322437.5177 2095494.7580 19 322399.1438 2095380.9042 i

2095528.3920 2095372.9031 20 322362.3960 2093585.6259 56 322592.0713 GE-BA1-04 323175.8704 8

322361.1060 2095472.0763 20 322418.4359 2095396.7915

---==

21 321753.4750 2092326.9361 57 322611.9866 2095539.8088 GE-BA1-05 323274.6350 2095399.4934 PRELIMINARY - NOT 9

322338.7550 2095439.5700 21 322432.2556 2095404.8548

~

GE-BA1-06 323365.1337 2095440.2589 22 321653.3528 2092135.5575 58 322719.6519 2095566.4987 FOR CONSTRUCTION 10 322392.7750 2095415.9735 22 322414.1133 2095435.9491 GE-BA1-07 323468.1612 2095481.9675 23 321625.6723 2092082.6477 59 322810.3381 2095487.7524 11 322404.3660 2095396.1077 23 322400.2936 2095427.8858 322847.7425 2095455.0066 GE-BA1-08 323553.0807 2095545.7679 24 321476.2765 2091838.8213 60 t.9URNS 12 322372.1467 2095359.4370 2095630.5372 1

GE-BAW-09 323632.0229

'1 M~DONNELL 25 321799.6722 2091786.6997 61 322878.6413 2095428.2195 POINT TABLE FOR BA1 26 321956.9107 2091747.6563 62 322951.8559 2095364.4059 SEE SHEET COOS 9400 WARD PARKWAY

---=

SUMPS KANSAS CITY, MO 64114 27 322316.2988 2092558.6490 63 322969.9009 2095348.6780 816-333-9400 28 322349.4158 2092558.7917 64 323050.5333 2095314.3418 Point Table Point Table NAME NORTHING EASTING OKLAHOMA FIRM LICENSEE NO. 421 date detailed GETR-WU-01 320322.1300 2092485.4101 29 322560.6161 2092880.7247 65 323077.0762 2095321.4679 Point#

Northing Easting Point#

Northing Easting MARCH 2020 T. COLLINS 30 323380.7131 2092183.2678 66 323181.0665 2095349.3868 1

321289.5677 2091668.4913 GETR-WU-02 321274.0258 2091756.3395 designed checked 13 321862.8182 2092624.7773 GETR-BA 1-02 322839.4518 2095445.1259 B. WEIS R. BETTMENG 31 323739.9057 2092141.2741 67 323280.8920 2095376.1876 2

321304.2064 2091670.7722 14 321919.2334 2092857.9508 32 320902.7631 2092999.8990 68 323341.0791 2095392.3463 3

321340.4792 2091672.4407 15 322039.6838 2093073.6178 33 321346.8347 2092928.3618 69 323378.9379 2095423.4647 4

321349.2915 2091674.5546 16 322153.3953 2093279.9052 34 321497.6471 2092963.2836 70 323460.8839 2095490.8211 5

321447.3141 2091726.1633 17 322229.8824 2093426.9443 35 321559.9723 2092977.7154 71 323542.8600 2095558.2023 6

321459.1317 2091736.5686 18 322309.7403 2093564.3949 36 321568.4869 2092997.0092 7

321621.8347 2091922.0893 19 322391.3420 2093631.1322 8

321629.0308 2091935.3989 20 322341.4360 2093428.8048 Cimarron Environmental Response Trust POINT TABLE FOR BENDS IN TRENCH 9

321667.0966 2092052.5094 21 322334.4822 2093409.9598 MISCELLANEOUS DETAILS - SHEET 4 10 321674.7509 2092070.4441 project I contract 11 321623.0248 2092110.8973 120832 12 321738.9960 2092360.5510 drawing rev.

BMCD-GWREMED-C111 -

A POINT TABLE FOR NEW ACCESS ROAD sheet 28 SEE SHEETS C013 & C014 of 32 sheets I

file C111 MISC DET 4.DWG "7.1.,....,,,....,,...,.....,,,-.,,,...,,...,......,"T"\\_.,.,,.,..,,.,...

...... r-.--.-r.--.r-,....r.**,.,n~n,.--.r-.-.,,...,.,....,..--..--.,,-,.,,.,,...,..,,..,,..,n,,-,.,-,,..,,.....,,,....nu,,,.....*....,,,..,.....-..--r *,.,.,,.,,,... * '"'""'"'n*r.,... r. r..Ar. A** "T" **,,...,..., I u.1...

I

1010 1005 1000 995 990 985 980 975 970

-0+50 j

1010 1005 1000 995 990 985 980 975 970

-0+50

/

0+00 EXISTING GRADE 0+00 FOUNDATION APPROX.

FF=995.25

/

WATF

~

S=URALFILL 1+00 2+00 WA TF SECTION EXISTING GRADE MATERIAL (SEE SPECIFICATIONS)

<Jil" C006 WATF FOUNDATION APPROX.

_./

/

~

STRUCTURAL FILL MA TE RIAL (SEE SPECIFICATIONS) 1 +00 2+00 3+00 4+00 1015 1010 1005 1000 995 990 985 980 975

-0+50 WA TF SECTION SCALES HORIZONTAL:

VERTICAL:

0 50' 100' 0

10' liiliiiiiii,i-"'~--~~~~

SCALE IN FEET Cf. ROAD I

I I

0+00 10+00 1+00 11+00 SCALE IN FEET CONNECTION TO EXISTING ALONG HWY 74 (APPROX.)

2+00 12+00 20' EXISTING GRADE 3+00 13+00 1010 1005 990 985 980 975 970 4+00 FENCE FINISHED GRADE FINISHED GRADE 1010 1005 1000 995 990 985 980 975 970 5+00 980 979 978 977 976 975 974 973 972 971 970 EXISTING GRADE

----*- ~

--- --- ---- ---------1 FINISHED GRADE 980 979 978 977 976 975 974 973 972 971 970 969 968 969 968 967 966 965

-- ------ ---------------~ ---

-96_7 970

-0+50 0+00 BA1 SECTION SCALES HORIZONTAL:

0 30' 60' liiiiiii,i I

SCALE IN FEET INSTALL AIR @

RELEASE VALVE 1+00 VERTICAL:

0 3'

liiiiiii,i SCALE IN FEET 6'

966 965 975 974 973 972 971 970 2+00

:____=:==---==---- --- ---------L-~----- -==-----==

4+00 5+00 6+00 PIPE ALIGNMENT 36" OF COVER MIN 14+00 15+00 16+00 WATF UTILITY TRENCH PROFILE SCALES HORIZONTAL:

0 60' 120' SCALE IN FEET VERTICAL:

0 15' 30' liiiiiii,i SCALE IN FEET 7+00 8+00 CLEANOUT 17+00 18+00 9+00 19+00 10+00 1015 1010 1005 1000 995 990 985 980 975 20+00 no.I date I by I ckd I description A 3/31/20 BCW RTB ISSUED FOR 90%

DESIGN PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

~M~DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 T. COLLINS designed checked B. WEIS R. BETTMENG Cimarron Environmental Response Trust WESTERN AREA TREATMENT FACILITY AND BURIAL AREA 1 SECTIONS, AND WATF UTILITY TRENCH PROFILE project 120832 I contract drawing rev.

BMCD-GWREMED-C200 -

A sheet 29 of 32 sheets file C200 WATF SECTIONS.DWG

16'-0" 3'-0" 4'-8" 8"

4'-8" 3'-0" I

1

~

CL PEDESTAL CL PEDESTAL-:

I I

r --$----~----$----

r+

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(0

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~

Cf) lJ..I Cl lJ..I a..

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(.) l SE-1 W/ GR-1 9

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--~

9 SE-1 W/GR-1 L

NOTES:

FOUNDATION PLAN 1'

2' 4'

SCALE IN FEET 3'-0" SE-1 W/ GR-1 4'-10"

1.

SEE CIVIL DRAWINGS FOR SITE LOCATION AND ORIENTATION OF PLATFORM. FIELD VERIFY SITE LOCATION.

2.

SEE ELECTRICAL DRAWING E203 FOR RTU INFORMATION.

I I

I oo

~

SEE F~UNDATION DETAIL FOR REINFORCING 10'-0" 4'-6" SE-1 W/ GR-1 PLATFORM PLAN 1/2' 1'

SCALE IN FEET 2'-6" ELEC PANEL. PROVIDE SUPPLEMENTAL STEEL TO SUPPORT PANEL.

COORDINATE WITH ELEC CONTRACTOR FOR SUPPORT LOCATIONS ELEC PANEL. PROVIDE SUPPLEMENTAL STEEL TO SUPPORT PANEL.

COORDINATE WITH ELEC CONTRACTOR FOR SUPPORT LOCATIONS 2'-8" 2'

C003 SE-2 SE-1 W/ GR-1 1

2'-6" INTENTIONALLY ROUGHENED TO a" AMPLITUDE ----~

4@12" CENTERED VERTICALLY 3 #4@ 12" ON CENTER HORIZONTALLY 8"

REINF. PER SECTION A,

SHEET C-301 SECTION 0

0Cjjii~1,~2*--4~*~~~~8' ~

liiiiiii!

PLATFORM COLUMN AND BASEPLATE BY PLATFORM PROVIDER

5 @7" EWT&B NOTE:

SCALE IN FEET ANCHOR BOLTS BY CONCRETE CONTRACTOR. SEE NOTE ON THIS DETAIL AND TYPICAL DETAILS ON C-302 ODOT BASE TYPE A AGGREGATE (8) #6 STD HOOKS LAP ONTO PEDESTAL VERT REINFORCING 60 DEG INCLINATION OF BACKFILL EXISTING SOIL ANCHORAGE IS BASED ON PRELIMINARY PLATFORM REACTIONS.

ACTUAL REACTIONS SHALL BE SUBMITTED AND APPROVED PRIOR TO COMMENCING FOUNDATION WORK. CONTRACTOR SHALL NOT PROCEED WITH FOUNDATION CONSTRUCTION WITHOUT WRITTEN NOTIFICATION FROM ENGINEER TO PROCEED.

SECTION 0

1' 2'

liiiiiii!

SCALE IN FEET SE-1 W/ GR-1 PLATFORM GRATING BY PLATFORM PROVIDER LADDER BY PLATFORM PROVIDER SECTION 4'

0 1/2' 4'

Iii-SCALE IN FEET (9

8' (9 KICK PLATE ALL AROUND PLATFORM CUTOUT PLATFORM BEAM BY PLATFORM PROVIDER PLATFORM BRACING BY PLATFORM PROVIDER PLATFORM COLUMN BY PLATFORM PROVIDER PLATFORM FOUNDATION BY CONCRETE CONTRACTOR

_J

<1'.

1-(/)

lJ..I

,:l

<1 2" SAND

~~~~~~~~~~~~q--4"ODOTBASE TYPE A AGGREGATE 1-ffiwl 1 1W 1 1 1W 1 1 lwffi-l I COMPACTED SOIL TYPICAL FOOTING SOIL PREP yL PEDESTAL 1'-8" 10" 10" (8) #6 VERT BARS fil a

a..

~

4 TIES @ 8" OC, UNO

µ,

b SECTION 0

1/2' 1'

liiiiiii!

a..

1-SCALE IN FEET 2' ED KICK PLATE ALL AROUND PLATFORM CUTOUT 9

_, -l---l~j;j: ::::~;:::=~~~~~~::_ __

SECTION 0

liiiiiii!

1/2' 4'

SCALE IN FEET 8'

I TOC EL = 937'-0" ED no.I date I by I ckd I description A 3/31/20 SM SC ISSUED FOR 90%

DESIGN PRELIMINARY - NOT FOR CONSTRUCTION

~BURNS

""M£DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 T. WILSON designed checked S. MORRIS S. CAMPBELL Cimarron Enviornmental Response Trust STRUCTURAL FOUNDATION AND PLATFORM PLANS AND SECTIONS project 120832 I contract drawing BMCD-GWREMED-C301 -

rev.

A sheet 31 of 32 sheets file C301 STRUCTURAL FOUNDATION AND PLATFORM.DWG

GENERAL NOTES:

1.

ALL DETAILS AND NOTES ON THIS DRAWING ARE BURNS & McDONNELL STANDARDS WITHOUT RESPECT TO CONTRACTS. USE ONLY THOSE DETAILS AS CALLED FOR ON PLANS, SPECIFIED OR AS REQUIRED TO ACCOMPLISH THE WORK.

2.

ITEMS WHICH ARE TO BE FURNISHED AND INSTALLED BY SEPARATE CONTRACTS ARE IDENTIFIED AND LABELED FOR EACH CONTRACT.

3.

CONCRETE COVER FOR REINFORCING (UNLESS NOTED OTHERWISE):

A CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH= 3" B. EXPOSED TO EARTH OR WEATHER:

6 THRU #18 BARS = 2"

5 BARS. 5/8 "WIRE AND SMALLER= 1 1/2" C. NOT EXPOSED TO EARTH OR WEATHER:

1. SLABS, WALLS AND JOISTS

8 AND LARGER BARS= 1 1/2"

6 AND #7 BARS= 1"

5 AND SMALLER BARS = 314"

2. BEAMS, GIRDERS AND COLUMNS:

PRINCIPAL REINFORCEMENT, TIES, STIRRUPS AND SPIRALS= 1 1/2"

4.

MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER INCLUDING SPLICE BARS, SHALL NOT BE LESS THAN:

A FOR COLUMNS & PEDESTALS:

1. THE DIAMETER OF THE BAR TIMES 1.5

2. 1 1/2"

3. 1.33 TIMES THE MAXIMUM AGGREGATE SIZE.

B. FOR ALL OTHER BARS:

1. THE DIAMETER OF THE BAR

2. 1"

3. 1.33 TIMES THE MAXIMUM AGGREGATE SIZE.

5.

CONCRETE REINFORCING DEVELOPMENT AND LAP SPLICELENGTHS,HOOKEDBAREMBEDMENT LENGTHS, AND CONCRETE REINFORCING DETAILS FOR WALL CORNERS AND INTERSECTIONS AS SHOWN ON THIS DRAWING ARE APPLICABLE TO ALL DRAWINGS UNLESS OTHERWISE INDICATED.

6.

THE DESIGN OF ALL PLATFORM DETAIL IS THE RESPONSIBILITY OF THE PLATFORM PROVIDER.

CURRENT DETAILS ARE ONLY PRELIMINARY OPTIONS WHOSE USE IS UP TO THE DISCRETION OF THE PLATFORM PROVIDER. FINAL PLATFORM DESIGNS SHOULD FOLLOW THE PLATFORM PROVIDER'S OWN CRITERIA.

TYPICAL REINFORCING NOTES:

,-----------------, 1.

REINFORCING BAR DEVELOPMENT AND LAP SPLICE LENGTHS SHALL BE AS SHOWN IN THESE REINFORCING D~~~;~cio:~NT AND SPLICES TABLES UNLESS NOTED OTHERWISE ON THE DRAWINGS.

BAR DEVELOPMENT LENGTH SPLICE LENGTH SIZE OTHER TOP OTHER TOP

3 1 '-3" 1 '-7" 1 '-7" 2'-0"

4 1'-7" 2'-1 "

2'-1 "

2'-8"

5 2'-0" 2'-7" 2'-7" 3'-4"

6 2'-5" 3'-1 "

3'-1" 4'-0"

7 3'-6" 4'-6" 4'-6" 5'-1 O"

2.

THE LENGTHS SHOWN IN THE TABLES ARE BASED ON THE FOLLOWING CONCRETE COVERAGE AND REINFORCING C-C SPACING:

BEAMS OR COLUMNS COVER.: 1.0bd (BAR DIAMETER)

CENTER TO CENTER (C-C SPACING.: 2.0bd.

ALL OTHERS: COVER.: 1.0bd CENTER TO CENTER SPACING.: 3.0bd

8-+-_4_'-_o"_,___

5'-_2'_' _,___5'-_2'_' -+--6_'-8_" __, 3.

TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12" OF

9 4'-6" 5'-10" 5'-10" T-r FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE.

10 5'-1" 6'-7" 6'-7" 8'-6"

~#_1_1 __

5_'-_7" ___

7'-_3'_

7'-_3'_' ~-9_'-5_" ~ 4.

THE DEVELOPMENT AND SPLICE LENGTHS SHOWN SHALL NOT APPLY IF ANY OF THE FOLLOWING CONDITIONS OCCUR A) fc < 4000 psi B) fy > 60,000 psi C) THE COVER OF C-C BAR SPACING IS NOT AS LISTED ABOVE.

D) THE REINFORCING STEEL IS EPOXY COATED.

E) LIGHT WEIGHT CONCRETE IS USED.

5.

WHERE ARE SPLICES ARE STAGGERED SUCH THAT ONE-HALF OR LESS OF TOTAL REINFORCEMENT IS SPLICED WITHIN REQUIRED LAP LENGTH, SPLICE LENGTH MAY EQUAL DEVELOPMENT LENGTH.

6.

CENTER TO CENTER SPACING (S) IS DEFINED AS BELOW MAIN REINF

~

DEVELOPMENT LENGTHS z w HOO KEO BARS (fc = 4000psi)

ie 0

BAR SIZE LENGTH OR w

MIN EMBEDMENT z [IJ

3 7"

~ a5

4 10" L

5 1'-0"

6 1'-3" 117 1'-5" 118 1'-7"

9 1'-10"

10 2'-0"

11 2'-3" J~ ~

d CRITICAL N

SECTION

[L ~

12 DIA OF BAR I I RADIUS OF HOOK:

x

-i:i-j 4xDIA OF BAR-#3 TO #8 BARS 5xDIA OF BAR-#9 TO #11 BARS 6xDIA OF BAR-#14 & #18 BARS DEVELOPMENT LENGTH NOTES:

1.

WHERE DWGS ARE DETAILED SIMILAR TO DETAIL 2, EXTEND THE EMBEDMENT LENGTH SUCH THAT THE HOOKED BAR CONTACTS THE LAYER OF MAIN REINFORCING SHOWN.

2.

EMBEDMENT LENGTHS IN CHART ARE TYPICAL EXCEPT AS NOTED IN DETAIL 2, OR AS INDICATED ON DRAWINGS.

OH'S".

o LAPPED REINF TYPICAL REINFORCING DEVELOPMENT AND SPLICES D T AND TOB ELEVATION

---* --~/_A_S~ NOTED ON PLANS

1<:j

,,.J MI [l_

TOC ELEVATION AS

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Jo./-

NOTED ON PLANS

1-----....__

I

[IJ i"-1 1/2" MAX SQUA::>E PL NON-SHRINK GROUT v=--<1'.

WELD3 PTS

\\

DAMAGE LAST THREAD TO PREVENT REMOVAL OF BOLT SCHEDULE TYPICAL ANCHOR BOLTS NOTES:

1.

FOR MATERIAL PROPERTIES OF VARIOUS BOLT TYPES, SEE SPECIFICATIONS AND EXAMPLES, THIS DRAWING.

2.

ALL BOLTS TO HAVE "UNC"-CLASS 2A THREADS HEX NUTS AND STANDARD CUT WASHERS, UNLESS NOTED OTHERWISE.

HEAVY HEX NUTS SHALL BE PROVIDED FOR HIGH STRENGTH ANCHOR BOLTS.

3.

WELDING TO ANCHOR BOLTS WILL NOT BE PERMITTED.

4.

IF ANCHOR BOLT SPACING IS LESS THAN SQUARE PLATE SIZE, USE COMMON PLATE. CONTRACTOR TO CHECK AND COORDINATE.

I D I A B I K I p I SQUARE PL I

REMARKS I

314" I 2" 1'-8" I 4112" I 5" I PL 1/2x3" SQ I

I TYPICAL ANCHOR BOLT NOTE:

1.

ALL DIMENSIONS, WELDS AND MEMBER SIZES ARE AS REQUIRED BY DELEGATED DESIGN.

CL POST & BASE PL -

V

/ t,-BASE PLATE s

-_ H+

[I

[

~

i---

I I

I LCL POST & BASE PL I

I 1+1 l

CL COLUMN l

I

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0~~-~l~rTOPOF BASE PLATE I I I TOP OF CONCRETE p I I I"' ",,--/

I ELEVATION TYPICAL BASE PLATE GUARDRAIL J.

LADDER LOCATION (GUARDRAIL

==--+----=:,!c::

I ~ffi;,

2'-0" II /

j 5/8" DIA A325 SET

~

BOLT W/ NUT WELDED

,,....---114" KICK PL ~1 GUARDRAIL POST E=.,

TO PIPE SLEVE a I

J _,111=.....----< -.1~1 21/2" 4

~ ~

21/2" 4"

co 11 GRATING OR

,,,_.\\

CHECKERED PLATE 4 BOLT CONNECTION PL 318" GUARDRAI:,

SELF CLOSING SAFETY GATE OPEN AS SHOWIN PLAN SELF CLOSING SAFETY GATE 2'-0" CLR UNO EQ EO I

/

SAFETY GA TE L-1 FOR BOLTED CONN SECTION BOLTED SECTION WELDED NOTE:

1.

REFER TO GUARDRAIL DETAILS ON OTHER DRAWINGS. EDGES WITH GUARDRAIL DEFINED AS FOLLOWS:

EDGE TYPE\\

r GUARDRAIL TYPE

.::._wt GR---L SE-1 SE-2 (WITHOUT GUARDRAIL) no.I date I by I ckd I description A 13/31/201 SM I SC !ISSUED FOR 90%

DESIGN PRELIMINARY - NOT FOR CONSTRUCTION date

~BURNS

~M~DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed MARCH 2020 T. WILSON checked GUARDRAIL\\

UNO! UN;v r GUARDRAIL designed t--------S-E_E_S_P_E_C-IF-IC_A_T_I_O_N_S----~T-Y_P_IC_A_L_G_U_A_R_D_RA_I_L_N_O_T_E_S_: _________ ~---------------------------1 S. MORRIS S. CAMPBELL

=n:,,===i'.~11 ;:~1~~11rP

MOUNTING )J BRACKET':/

TOP OF PLATFORM I___ -- CL LADDER I

I I

ELEVATION AS SPECIFIED BY PLATFORM PROVIDER

~TIE!

I M

q1::::::=====~~

~

FINISH

--'l'-------'f'-

--'-'FL=O=-=OR GR-1

1.

2.

WHERE DETAILS INDICATE "GUARDRAIL POST',

GUARDRAILS SHALL BE PROVIDED AS SHOWN ON DETAIL GR-1 ON THIS DRAWING UNLESS OTHERWISE INDICATED.

GUARDRAIL LOCATIONS ARE INDICATED ON PLAN DRAWINGS AS SHOWN BELOW.

EDGE TYPE \\

/

GUARDRAIL TYPE r l....wt GR-__L.

I I

Cimarron Enviornmental Response Trust STRUCTURAL STANDARD DETAILS project 120832 I contract drawing BMCD-GWREMED-C302 -

rev.

A sheet 32 of 32 sheets file C302 STRUCTURAL STANDARD DRAWINGS.DWG

ML21076A496

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ML21076A496

Text

SUMMARY

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=n:,,===i'.~11 ;:~1~~11rP

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