ML21076A496

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 ... further results
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Download: ML21076A496 (39)

Text

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) Rate (gpm) Well/Trench ID Rate (gpm) Rate (gpm) Rate (gpm) Well/Trench ID Rate (gpm) Rate (gpm) Rate (gpm) Well/Trench ID Rate (gpm) 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-BA1-0 1A 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) Rate (gpm) Well/Trench ID Rate (gpm) Rate (gpm) Rate (gpm) Well/Trench ID Rate (gpm) Rate (gpm) Rate (gpm) Well/Trench ID Rate (gpm) 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

- GWI-UP1-03 3 14 7 GE-WAA-02 15 30 30 GE-BA1-05 0 0 0 GE-WAA-03 15 30 ___ ,. 24 GE-BA1-06 0 0 0 GWI-UP1 -04 3 14 7 1

• • • • • • • • - ************-20 **-** ***-* ..-- GWI-UP2-01 10 45 35 GE-WAA-04 15 30 GE-BA1-07 0 0 0

• • • • -******** ***** **--*-* ... ............ ........... ........ **oo**** **H* OH GE-WAA-05 10 30 10 GE-BA1-08 5 20 10 GWI-UP2-04 7 27 21 GE-WAA-06 GE-WAA-07 15 0 15 30 13 13 GE-BA1-09 5 20 10 GWI-UP2-02 GWI-UP2-03 2

2 ____ _ ----- ......._.,_

10 ..... .. ............... 5 To 5 GETR-BA1-01A 0 0 0

~ GE-WAA-08 15 30 13 GE TR-BA 1-01 B 5 13 7

---

:::==

GE-WAA-09 15 30 13 GETR-BA 1-02A 5 13 7

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

!--=

GE-WAA~11 GE-WAA-13 15 15 0

30 30 15 14 GE-WAA-12 13 12

~ GE-WAA-14 GE-WAA-15 10 10 30 30 10 10 PRELIMINARY - NOT

--= GE-WU-01 1 5 5 FOR CONSTRUCTION

~

i -=

~URNS

~ 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.

BMCD-GWREMED-P205 - A sheet 11 of 11 sheets I file P205 PHASE I & 11.DWG

"'7 ,I,,.., ll""t. l TC" \ l"" l. t C',,-.r-n-r-. 4 .... no-,-, ,-.r n T ,-.,..,.. ........ A,,,..,..,,.., , ,....rc--1..-. ... 11 ,-.11 r\r"'l \r"'\ ll\l,....C' l n l.l ll e"'I"" nr-1,r-r"'l l l\"'T'"l ........ t 11 n r , n ,-.,A,.,l. l r- 11 r.c- 1 n M - .... r-t"c=- ,...n A1 4/ll,l,...C" l n 'lf\C nt.111C"r t C, ,, r'"\ \Alr- , , , .. ,,,,v,,, I

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

DESIGN FORMER URANIUM

• END TRENCH NOTES:

1. SUBSURFACE INFORMATION SHOWN IS POND2 ~ STA BASED ON LIMITED INVESTIGATION

• • 3+12 .58 AND IS PROJECTED TO THE TRENCH

• ALIGNMENT AT THE PROPOSED CONSTRUCTION LOCATION .

SUBSURFACE INFORMATION SHOW SHOULD BE CONSIDERED BEGIN

~i f ~-----r -/

• TRENCH

• 2.

APPROXIMATE .

REFER TO SHEET M102 FOR INJECTION

~

STAO+00 i WELL CONSTRUCTION DETAILS .

3. WHERE SILICA GRAVEL BACKFILL IS GWI-UP2~4 TRENCH PROPOSED, TRENCH SHALL BE

\

co co

/

' BEGIN TRENCH STA 0+00 <b co GWI-UP2-01 1000 '

STA 2+90 .86 i i

• DEVELOPED BY JETTING WALLS WITH POTABLE WATER , AS DIRECTED BY ENGINEER.

9 Ol  ! B .

4. STATIC GROUNDWATER ELEVATION ct, - ESTIMATED USING HIGHEST

~ i .

GROUNDWATER ELEVATIONS 1010 3'MIN . I'° 1010 RECORDED AT MONITORING WELLS oco REPLAeED SOIL, zO I EXISTING Wcr, u 1381 , 1383, AND 1387 BETWEEN TYP. zWO D 0:: + DECEMBER 2012 AND AUGUST 2016.

co GRADE J-N c:i O<i o::o 5, THE CALCULATED GROUNDWATER 0, I- + 990 ZI- 1000 990 zo 1000 + SURFACE AT DESIGN INJECTION RATE D

WCI) aw I-<t DOES NOT CONSIDER GEOMEMBRANE CD Cl)

INSTALLATION ON THE ENDS AND 985 SOUTHERN SIDE OF INJECTION POTENTIALLY 995

____ , IMPACTED SOIL 995 985 3' M1N .

REPLACED SOI L, 6.

TRENCHES.

EXISTING GRADE SURVEYED 09/06/16 .

./ I TYP. A GCL LINER SHALL 7. PLACE POTENTIALLY IMPACTED SOIL IN I BE INSTALLED ON 980 CONTRACTOR-APPROVED LOCATION.

990 APPROX. TOP OF 990 980 THE SOUTHERN I EXISTING SANDSTONE A 1 VERTICAL FACE OF GRADE INJECTION TRENCH

~

GWI-UP2-04.

975 985 985 975 50' 100*

PLAN VIEW SCALE IN FEET 12 OZ. NON-WOVEN 970 980 GEOTEXTILE 980 970 ,,:S.".:~~APi5Ro1tT 5' 10' SECTION VIEW O

.*;.:,._ ;-c SANDS UNDWATER VERTICAL liiiiiiiiiil SCALE IN FEET FACE AT DESIGN CTION RATE 975 965 965 HORIZONTAL oliiliiiiiiiiiil~"""liiiiiiiiii-.:,i_so~ ~~~~1f

975 lb ~::1,rJ ,*-*.J,c..::.-l:frl.'i-,,{:_~ 12 OZ. NGN-WOVEN SCALE IN FEET SILICA GRAVEL 'ii;;;;;. ,1..-.,.b,.f,,,'.:;.l;\b,1:M. GEOTEXTILE TYP .

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'-~~ ~~~~~~-!~z--, ~'~re/

i~{,~?f,j\~1:f-? ~ PRELIMINARY - NOT 970 970 960 APPROX ST

~~lv~~~~ATER --= .~*'"" .-. -,.,.,.,,.,,..~ ,,~

{

960 FOR CONSTRUCTION APPROX.

BOTTOM OF APPROX. STATIC GROUNDWATER ELEVATION _ ..-- -- APPROX.

955 ~BURNS 965 955 .

965 TRENCH , TYP. - -.\_ BOTTOM OF .

TRENCH , TYP.

~ M~DONNELL APPROX. LIMITS OF VERTICAL GCL C109 9400 WARD PARKWAY APPROX. BOTTOM LINER (SOUTH KANSAS CITY . MO 64114 960

--- - - - - 960 950 OF SANDSTONE A FACE ONLY) 950 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 APPROX . LIMITS date deta iled

@ OF VERTICAL GCL LINER (SOUTH FACE ONLY) APPROX. BOTTOM J - - 955" 945 945 MARCH 2020 designed B. WEIS checked T. COLLINS R. BETTMENG OF SANDSTONE A 1+00 2+00 3+00 4+00 0+00 950 0+00 1+00 2+00 3+00 4+00 950 GWI-UP2-04 EB GWI-UP2-01 EB TRENCH COO RD I NATES GEOMETRY TABLE NORTHING EASTING DESCRIPTION 321647.2697 2093548.2085 BEGIN TRENCH TRENCH COORDINAT ES GEOMETRY TABLE Cimarron Enviro nmental Response Trust 321749 ,5312 2093707.4032 TRENCH BEND NORTHING EASTING DESCRIPTION INJECTION TRENCH DETAILS - SHEET 1 321882 .1675 2093766.9496 END TRENCH 321529.7258 2093014.4743 BEGIN TRENCH 321564.5294 2093303.4023 END TRENCH project 120832 I contract drawing rev.

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

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

DESIGN GWH!P1 -02 t \

GWI-UP1-01

\

\

---

FORMER UR~NIUM PON0 1 o NOTES:

1. SUBSURFACE INFORMATION SHOWN IS BEGIN RENCH

\ BASED ON LIMITED INVESTIGATION AND IS PROJECTED TO THE TRENCH STA o+oo ',

I -~~~~~  :

, WAAACCESS BEG IN ALIGNM ENT AT T HE PROPOSE D 7

~ ,

ROAD TRENCH CONSTRUCTION LOCATION .

FORMER URANIUM STA0+00 SUBSURFACE INFORMATION SHOW POND 1 , -..

BEGIN SHOULD BE CONSIDERED

~

TRENCH \ APPROXIMATE.

S TA 0+0Q END . .// .,,.~ 8 S GWI-WU-01 . FORMER BURIAL 2. RE FER TO SHEET M102 FOR INJECTION END TRENCH X I AREA _3 WELL CONSTRUCTION DETAILS.

TRENCH STA 1+23.19 STA 1<23!'! ~ }

. WATF

• WAAACCESS

3. WHER E SILICA GRAVEL BACKFILL IS PRO POSED, TRENCH SHALL BE

• 1010 :r:

• o 1010

• ROAD DEVELOPED BY JETTING WALLS WITH POTABLE WAT ER, AS DIRECTED BY ENGINEER 1010 1010 zLJJO 4. STATIC GROUNDWATER ELEVATION

r: a::o ESTIMATED USING HIGHEST

(.)

zLJJ :co'"'.°' f- +

zo END GROUNDWATER ELEVATIONS a::o O zM 1005 1005 TRENCH LJJ N i3 <t RECORDED AT MONITORING WELLS f- + a::+ l+/-J f- STA zo I- ..... (Il (/)

2+23.50 1381 , 1383, AND 1387 BETWEEN 1005 ci <t O<t 1005 LJJl-- zLJJ f- cg, DECEMBER 2012 AND AUGUST 2016.

(Il (/) (/) ~

5. THE CAL CU LA TED GROUNDWATER 1000 1000 SURFACE AT DESIGN INJECTION RATE I o I (.) LO DOES NOT CONSIDER GEOMEMBRANE 1000 1000 (.) ZC')

990 z APPROX. W N 990 INSTALLATION ON THE ENDS AND W O a:: -+

a:: o EXISTING f- N SOUTHERN SIDE OF INJECTION 995 995 f- + GRADE . TYP. O<t z f- TRENCHES.

LJJ (/)

995 995 6. EXISTING GRADE SURVEYED 09/06/16.

985 985 7. PLACE POTENTIALLY IMPACT ED SOIL IN 3' MIN . REPLACED CONTRACTOR-APPROVED LOCATION .

3' MIN. REPLACED 990 - -+ ~ ~ ~ ~+---,----+-- t -- _P TY

-S_O_IL_,_ _._ 990 SOIL, TYP.

990 POTENTIAl.;LY 980 980 POT ENTIALLY IMPACTED SOIL IMPACTED $OIL 985 985 12oz.

NON-WOVEN 985 985 GEOTEXTILE 0 100' 975 PLAN VIEW liiiiiiiil 975 SCALE IN FEET APPROX . TOP OF APPROX. TOP OF SANDSTONE A 980 GROUNDWATER 980 SANDSTONE A S ECTION V IEW 0 5' 10' SURFACE A T VERTICAL 980 980 DES IGN INJECTION SCALE IN FEET RATE 970 0 50' 100 975 HORIZONTAL liiiiiiiil I SCALE IN FEET 975 975 SILICA GRAVEL ROUNDWATER TYP.

965 PRELIMINARY - NOT SURFACE AT DESIGN 970 INJECTION RATE 970 FOR CONSTRUCTION 970 970 APPROX . STATIC 960 GROUNDWATER SILICA GRAVEL 965 0+00 1+00 2+00 3+00 ~BURNS ELEVATION TYP 965 ~MSDONNELL 965 965 960 :l . . APPROX. BOTTOM 960 GWI-W U-01 E9 9400 WARD PARKWAY KANSAS CITY , MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 42 1 OF TRENCH , TYP . date detailed 960 960 APPROX . STAT IC

• T RENCH COORDINATES GEOMETRY TABLE MARCH 2020 T. COLLINS GROUNDWATER NORT HING EASTING DESCRIPT ION ELEVATION designed checked 955 955 320800.5209 2092461 .8987 BEGIN TRENCH B.WEIS R. BETTMENG 0+00 1+00 2+00 320693 .0999 2092492.7094 GWI-WU-01 955 955 320585 .6789 2092523.5201 END TRENCH 0+00 1+00 2+00 GWI-UP1 -03 ED GW I-UP1-04 E9 Cimarron Environmental Response Trust TRENCH COORDINATES GEOMETRY TA BLE TRENCH COO RDINATES GEOMET RY TABLE INJECTION TRENCH DETAILS - SHEET 2 NORTHING EAST ING DESCRI PTION EAST ING DESCRI PTION NORTHING 321337.1552 321310 .1510 2092268.4426 2092323.7212 BEGIN TRENCH GWI-UP1 -03A 321169 .7663 321113 .7148 2092445.2442 2092473.3128 BEGIN TRE NCH GWI-UP1-04A project 120832 I contract 321283.6789 2092379.1580 EN D TRENCH 2092501 .9056 END TRENC H 321058.9338 drawing rev.

BMCD-GWREMED-C 103 - A sheet 20 of 32 sheets file C103 INJ TRN DET 2.DW G

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

DESIGN

\

G GE~R NOTES:

- N 1. SUBSURFACE INFORMATION SHOWN IS BASED ON LIMITED INVESTIGATION AN D IS PROJECTED TO THE TRENCH H ALIG NM ENT AT THE PROPOSED

\1A/

00 CONSTRUCTION LOCATION .

'----..../

SUBSURFACE INFORMATION SHOW

---.....___I SH OULD BE CONSI DERED

__gt/:!

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 WAA ACCESS POTABLE WATER, AS DIRECTED BY ROAD ENGINEER.

4. STATIC GROUNDWATER ELEVATION ESTIMATED USING HIGHEST GROUNDWATER ELEVATIONS RECORDED AT MONITORING WELLS 1381 , 1383, AND 1387 BETWEEN 965 965 DECEMBER 2012 AND AUGUST 2016.

l, C"l

5. THE CALCULATED GROUNDWATER

,S:2....: SURFACE AT DESIGN INJECTION RATE

'iii'-'

11::: ..- 960 DOES NOT CONSIDER GEOMEMBRANE 960 960 960 o d INSTALLATION ON THE ENDS AND

_l.ifjE.._ SOUTHERN SIDE OF INJECTION TRENCHES.

z o :2-.--.J.--1--- --------1-- 6. EXISTING GRADE SURVEYED 09/06/16 .

- -;~~ - - - ;~ ~ F.;~ - - - +,,-+--- - - - - - - - - - 955 955 955 955 7. PLACE POTENTIALLY IMPACTED SOIL IN z~,~~-_,.

~ :;- <( / /_.*__ _ _ _ __

CONTRACTOR-APPROVED LOCATION .

~

zo /_

950 E- -- - - - - - - + - -

~ *l<ll~

- u u,- - - - * - - - - - - - - 0 50' 100' PLAN VIEW Iii-iii I SCALE IN FEET 945 945 945 SECTION VIEW 5' 10' VERTICAL SCALE IN FEET 940 50' 100' HORIZONTAL SCALE IN FEET APPROXIMATE GROUN DWATER SURFACE AT DESIGN INJECTION RATE 93 935 935 APPROXIMATE GROUNDWATER PRELIMINARY - NOT SURFACE AT DESIGN INJECTION RA TE FOR CONSTRUCTION 930 930

~BURNS APPROXIMATE STATIC  :;i. *~ ,.., a ., s:.,: ic}. Y ~MSDONNELL GROUNDWATER ELEVATION "~ - ,.* "*- P .. /

925 l/ ,: ,: [Ji -~ '-----1-- - - + - - - - - - - - - - l - - - -

925 925 9400 WARD PARKWAY KANSAS CITY, MO 64114 l: f:< j,':7 -'=

- -- ~ --

816-333-9400 A PPROX. BOTTOM _ _ _.,___ OKLAHOMA FIRM LICENSEE NO. 421 1i.V OF TRENCH , T YP. date detailed 920 920 _ _- + - - - ---1-- - - + i_ _ _ _ _ _ __.__ _ 920 MARCH 2020 T. COLLINS 920

---

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

- - - -~ '- APPROX BOTTOM ----!--- designed checked

- - - ; ~ - - - -..,CJF TRENCH, TYP. B. WEIS R. BETTMENG 915 915 9_15_ _ _+ - - - - - - - - - - + - - - - - - - - - + - - - 915

_ -----1--------+--------+---

910 910 910 910

- - - - ' - - - - - - - ---'--- - - - - - - - ' - - - o+oo 1+00 2+00 0+00 1+00 2+00 GWI-BA1-02 E9 GWI--BA1-03 EB Cimarron Environmental Response T rust INJECTION TRENCH DETAILS - SHEET 3 TRENCH COORDINATES GEOMETRY TA BLE NORTHIN G 322767 .0507 EASTING 2095435 0859 DESCRIPTION BEGIN TR ENC H TRENCH COORDINATES GEOMETRY TABLE NORTHI NG EASTING DESCR IPTION project 120832 I contract 322844.2479 2095351 .7477 BEGIN TRENCH 322713 .2942 2095434 .8055 GWI -BA1 -02A drawing rev.

322811 .2973 2095391.2572 GWI -BA 1-03A 322659.9263 2095434.6929 END TRENCH 2095430.0000 END TR ENCH BMCD-GWREMED-C104 - A 322778.9859 sheet 20 of 32 sheets file C104 INJ TRN DET 3. DWG

-INSTRUMENTATION JUNCTION BOX no .I date I by I ckd I description INSTRUMENTATION JUNCTION BOX 30" DIAMETER H-20

~

30" DIAMETER H-20 (SEE NOTE 3) LD BOLLARD (TYP. 2) RA TED STEEL MANHOLE (SEE NOTE 3)

A 3/3 1/20 EA RH ISSUED FOR 90%

/ITT BOLLARD (TYP. 2) RATED STEEL MANHOLE

~ (SEENOTE 1) WITH 3/8" DIAMOND DESIGN

~ (SEENOTE1 ) WITH 3/8" DIAMOND PLATE STEEL COVER PLATE STEEL COVER NOTES:

COMPACTED BACKFILL

1. SUBCONTRACTOR SHALL VERIFY EXISTING GROUND COMPACTED BACKFILL EXISTING GROUND QUANTITY AND LOCATION OF BOLLARDS WITH ENGINEER PRIOR TO CONSTRUCTION .

2. INJECTION W ELL 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

,, C 104 FOR TRENCH CONSTRUCTION

>-: >-Y, '/'

~~~ 2" SCH . 80 PVC DETAILS.

2" SCH . 80 PVC ITLESS ADAPTER PITLESS ADAPTER TRANSDUCER CABLE TRENCH BACKFILL GRAVEL TRANSDUCER CABLE (SEE NOTE 4) 6" INJECTION WE LL 6" INJECTION WELL LEVEL TRANSDUCER SCREEN AND CASING SCREEN AND CASING (SEE NOTE 2) /BY OTHFRS)

(SEE NOTE 2)

- - - - 1 1/4" SDR-11 HOPE INJECTION DROP PIPE LEVE:.L TRAl\jSDUCER 1 1/4" SDR-11 HOPE BY ')~HfRS INJECTION DROP PIPE SAND FILTER PACK 6" DIA END CAP 6" DIA . END CAP SECTION SECT ION A TYPICAL INJECTION TRENCH SUMP TYPICAL INJECTION WELL C004 BOLLARD (TYP . 4) coo NOTTO SCALE (SEE NOTE 1) NOTTO SCALE BOLLARD (TYP. 4) 30" DIAMETER H-20 30" DIAMETER H-20 (SEE NOTE 1)

@ RATED STEEL MANHOLE WITH 3/8" DIAMOND PLATE STEEL COVER @

RATED STEEL MANHOLE WITH 3/8" DIAMOND PLATE STEEL COVER INSTRUMENTATION JUNCTION BOX INSTRUMENTATION JUNCTION BOX (SEE NOTE 3) (SEE NOTE 3)

EX ISTING GROUND EXISTING GROUND POWER JUNCTION BOX POWER JUNCTION BOX (SEE NOTE 3)

(SEE NOTE 3) 1

~'%

~ "'l:

'~°'>Y,

~~

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'tt% :l~

~~~~

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>>~3/4~~

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~~~~1 36" PRELIMINARY - NOT FOR CONSTRUCTION

'( * ~<<'-<<('~¥<<

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'A'/~~ ;_:;

<< ~BURNS 1/

/

COMPACTED BACKFILL ~MSDONNELL COMPACTED BACKFILL

< -~i~ 1/~ / ,;; .* 9400 WARD PARKWAY

,," KANSAS CITY , MO 64114 2" SCH . 80 PVC 816-333-9400 PROVIDE PUMP SUPPORT CAB OKLAHOMA FIRM LICENSEE NO. 421 PROVIDE PUMP SUPPORT CAB PITLESS ADAPTER date detailed PUMP POWER CABLE MARCH 2020 E. AHLEMEYER TRANSDUCER CABLE PUMP POWER CABLE designed checked TRANSDUCER CABLE E. DULLE R. HORMELL 12"(MIN.)

BENTONITE SEAL 4** SUBMERSIBLE PUMP W/ '1-PHASE 480V EU:CTRIC MOTOR (BY OTHFRS1 4" SDR-11 HOPE 0.06" - - -

SLOTTED PIPE (SEE NOTE 5)

TRENCH BACKFILL GRAVEL (SEE NOTE 4) l FVfl TRANSDUCER 6" EXTRACTION WELL SCREEN AND

/8Y r'JTHFPS1 CASING (SEE NOTE 3)

SAND FILTER PACK 4' SUBlv1ERSIBLt: PUMP 1/.i j PHA~E N

Cimarron Environmental Response Trust INJECTION AND EXTRACTION WELL DETAILS 480V Et FCTRIC MOTOR (BY OTHEHS)

SECTION project 120832 I contract SECTION TYPICAL EXTRACTION WELL drawing rev.

NOTTO SCALE TYPICAL EXTRACTION SUMP NOTTO SCALE BMCD-GWREMED-M102 - A sheet 2 of 8 sheets file M102 .DWG

no I date I by I ckd I description EA RH ISSUED FOR 90%

, -* 2" STAINLESS STEEL DESIGN

/ PIPING WITH HEAT NOTES:

TRACING (BY OTHERS )

1. INJECTION INFLUENT WATER STREAM GLOBE VALVE WILL BE SUPPLIED FROM THE NORTH 5 4' DIAMlcTER ,NJE:CTION rEED SIDE OF THE INJECTION CONTAINER TANk ,<::U PP; IF[) RY CITHl=R~:1

/

/

r CHECK VALVE INSTALL FLANGED CONNECTIONS THROUGH CONTAINER WALL TO FACILITATE PIPE CONNECTIONS FLANGES SHALL BE 4", 250# RATED I

I I I

I I 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 RE-FER T-) REMOVAUREPLACEM ENT VFS-EPM 0u\l-Dv\lG-,3 130 3. REFER TO VFS-EPM-000-DWG-E-113 FOR POWER AND CONTROL CABLE ROUTING DETAILS.

N'AGNfTIC rLOW METE ~

(SEE NOTE 8 PROVIDED 4. BURIED POWER CABLE WILL BE BY OTHERS' SUPPLIED FROM NORTHEAST OF THE INJECTION CONTAINER AND STUBBED UP NEAR THE NORTHERN EXTERIOR WALL. SUPPLIER SHALL PROVIDE AND

---

4" STAINLESS STEEL INSTALL LOCATIONS FOR POWER PIPING WITH HEAT SU PPLY CONNECTION AND ALL 4" STAl NLESS STEEL TRACING (BY OTHERS) ASSOCIATED APPURTENANCES FOR BALL VALVE CONNECTIONS , PENETRATIONS , AND ROUTING AS NECESSARY.

5. BURIED INJECTION SUPPLY PIPING WILL BE SUPPLIED FROM SOUTH OF INJECTION CONTAINER AND STUBBED

- SAMPLE PORT TEE UP THROUGH FLOOR OF CONTAINER.

LOCATIONS ARE SHOWN FOR INFORMATION ONLY . INJECTION SKI

~ INJECTION INFLUENT SUPPLIER SHALL PROVIDE LOCATIONS

- / CONNECTION FLANGE FOR INJECTION FLOOR PENETRATION

/ (SEE NOTE 1) LOCATIONS FOLLOWING DETAILED DESIGN

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

_t 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 ui DIAMETERS DOWNSTREAM FROM THE ELECTRODE PLANE .

MCC I CONTROL PANEL AREA **-** /

(SEE NOTE 4 )

- IS

\

SEE NOTE-, IN.EC'ION CONTAINE:R

,BY Cfil-tERS' PRELIMINARY - NOT FOR CONSTRUCTION 8'

55-GALLON METERING TANK AREA ~ .

(SEE NOTE 2) ~ ~BURNS

"-.M~DONNE LL 2" INJECTION SUPPLY LINES \ 9400 WARD PARKWAY INJECTION MANIFOLD AREA - \ KANSAS CITY, M064 11 4 (SEE NOTE 5) \ 816-333-9400 (SEE NOTE 5) \ OKLAHOMA FIRM LICENSEE NO. 421 date detailed MARCH 2020 E. AHLEMEYER

\ designed E. DULLE checked R. HORMELL

\ A I ui UJ iii (/) (,(;

cii_ (/) u5 'ci. if i---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 20' - - -

Cimarron Environmenta l Response Trust WESTERN AREA TREATMENT PLAN INJECTION SYSTEM LAYOUT WESTERN AREA TREATMENT INJECTION SYSTEM LAYOUT project 120832 I contract a 1* 2* drawing rev 1r-SCALE IN FEET BMCD-GWREMED-M103 - A sheet 3 of 8 sheets fi le M103.DWG

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

NJFCTION FFFD fANh, '050-GAL ,TK-001) DESIGN SEE' NOTt:, PROVIDED BY QTHFRSl NOTES:

1. REFER TO MECHANICAL AND ELECTRICAL INJECTION TANK SUPPLY SHEETS FOR DETAILS REGARDING CONNECTION FLANGE APPLICABLE PIPING AND N.!E('.!0 i ,,.-,. .:_:,,n* ,\1t\!E-J:" INSTRUMENTATION COMPONENTS.

,oFF- NlVE'S 5 ANG, PROVIDED BY OTHERS) 2. REFER TO C006 AND COOS FOR FUTURE 8 GRADING OF FACILITY AREAS.

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

4. INSTALL FLANGE D CONNECTIONS THROUGH CONTAINER WALL TO FACILITAT E PIPE CON NECTIONS.

FLANGE S SHALL BE 4" , 250# RATED.

13 9' FLANGE SHALL BE LOCATED 2 ' ABOVE CONTAI NER FLOOR

5. TANK AND IN JECTION CONTAINER SHALL r ,.,.--1 0

g 6' BE A NCHORED IN ACCOR DANCE WITH THE DETAILS PROVI DED ON VFS-EPM-000-DWG-S DRAWINGS.

6. PIPE SUPPORTS S HALL BE IN STALLED IN ACCORDANCE WITH THE D ETAILS SHOWN ON VFS-EPM-000-DWG-S -115 AND S PECIFICAT ION 22 05 29.

ls-- U,. .----UII......__.-.J I 7. BUILDING SHALL BE INSULATED TO OBT AIN MINIMUM U-FACTOR O F 0.065.

4" STAINLESS STEEL 4" STA IN L ESS SAMPLE PORT TEE PIPING WITH HEAT STEEL BALL VALV E TRACING (BY OTHERS)

SECTION WESTERN AREA TREATMENT INJECTION SYSTEM LAYOUT INJECT 01\, FEED T "" ,, C50 G-,L ,~k. cc* 1

,SEE NCTE 5 PROVIDE[' B'y OTHERS INJEC""."IQI\ CCNTt'IINlR

• SEE- NOTES 5 .!11':[ -

2l PROV'DEC !3Y :-n>-<"=RS PRELIMINA RY - NOT 2 " STAINLESS lJ FOR CONSTRUC TION STEEL PIPING \

HEATTRACE - \

(NOTE 3)

BY OTHERS

~BURNS

~MSDONNE LL

~ 9400 WARD PARKWAY RFFEk ~0 KANSAS CITY, MO 64114 VFS-EPM-000-D'vvG G- *30 816-333-9400 OKLAHOMA FI RM LICENSEE NO. 421

,,,,,,,,-- INJECTION INFLUENT CONNECTION date detailed

/ FLANGE (SEE NOTE 4) MARCH 2020 E. A HLEM EYER 5' 6" designed checked 1

E DU LLE R HORMELL CONCRETE P1\0 FOR T41NK 1BY CTHERS'

' CONCRETE PAD FOR SKID ENCLOSURE ,BY OTHERS\

Cimarron Environmental Response Trust W E STERN AREA T REATM ENT SECTION B INJ ECT ION SYSTEM ELEVAT ION WESTERN AREA TREATMENT M103 INJECTION SYSTEM LAYOUT project 120832 I contract 4' drawing rev.

I SCALE IN FEET BMCD-GWREMED-M 104 A

sheet 4 of 8 sheets file M104 .DWG

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 DOUB LE 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 SU PPLIER SHALL PROVIDE AND INSTALL LOCATIONS FOR POWER SUPPLY CONNECTION AND ALL I

ASSOCIATED APPURTENANCES FOR CONNECTIONS , PENETRATIONS. AND ROUTING AS NECESSARY.

5. BURIED INJECTION SUPPLY PIPING 2" INJECTION- ~UPPL Y LINES _ WILL BE SUPPLIED FROM NORTHWEST

/

OF THE INJECTION CONTAINER AND (SEE NOTE 5 )

STUBBED UP THROUGH THE FLOOR OF INJECTION MANIFOLD THE CONTAl NER. LOCATIONS ARE AREA (S EE NOTE 5)

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

'. 950-GALLON INJECTION _ _ /

6. INJECTION CONTAINER HEIGHT SHALL FEED TANK AND 55--GALLON BE 9' 6."

METERING TANK AREA (SEE NOTE 2) 7. BUILDING SHALL BE INSULATED TO I

OBTAIN MINIMUM U-FACTOR OF 0.065.

\ 8. REFER TO P104 FOR PROCESS AND INSTRUMENTATION DIAGRAM.

I \ 9. REFER TO K-EPM-DWG-G-200 FOR BA 1 I

I MCC/CONTROLPANEL GENERAL ARRANGEMENT PLAN.

AREA (SEE NOTE 4) INJECTION I N F L U E N T ~

CONNECTION FLANGE (SEE NOTE 1) l"IJEc~,ol\ CC\iTA NZF' PRELIMINARY - NOT TO POWER DISTRIBUTION RACK (REFER TO E-SERIES

__J \ _ _ TO COMMUNICATIONS PULLBOX C-2 (REFER TO VFS-EPM-000-DWG- E-211

\StE: N 'J E- S 6 s, PkO'v OED B'\' OTHERS FOR CONSTRUCTION DRAWINGS FOR DETAILS ) FOR DETAILS)

C'ONC.RE.1 E PAO tcQR SKID TO URANIUM IX TREATMENT SKID

£1,; '.-JSURE: 1Br C'Tt-,FR$1 ~ BURNS (REFER TO VFS-EPM-000-DWG-E-211 ~MSDONNELL FOR DETAILS) 9400 WARD PARKWAY KANSAS CITY, MO64114 816-333-9400 PLAN @ date OKLAHOMA FIRM LICENSEE NO. 421 detailed

~-

BURIAL AREA 1 GROUNDWATER C009 MARCH 2020 E. AHLEMEYER INJECTION SY STEM LAYOUT designed checked 0 2' 4' E. DULLE R HORMELL SCALE IN FEET Cimarron Environmental Response Trust BURIAL AREA 1 TREATMENT INJECTION SYSTEM LAYOUT project 120832 I contract drawing rev.

BMCD-GWREMED-M105 - A sheet 5 of 8 sheets file M105.DWG

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 PACK WILL BE VERIFIED UPON WA Injection Well Construction Details BA 1 Injection Well Construction Details COLLECTION AND ANALYSIS OF Total Depth Well Drop Pipe Drop Pipe FORMATION GRAIN SIZE Total Dept h Well Drop Pipe Drop Pipe DISTRIBUTION DATA.

of Well (ft Diameter Diameter Length Well Screen Screen Slot of Well (ft Diameter Diameter Length Well Screen Screen Slot 2. ACTUAL INJECTION WELL DEPTHS Injection Well ID bgs) (inches ) (inches) (ft) Material Length Size (in ) Filter pack Injection Well ID bgs) (inches) (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.

GW I-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

3. INJECTION TRENCH WELLS GW I-UP1-02A 30 6 1.25 61 PVC 10 0.06 Gra'vel Backfill GWI-BA1-01A, GWI-UP1-01A, GWI-UP1-03A GWI-UP1-02A, AND GWI-UP2-01D 30 6 1.25 29 PVC 10 0.06 Gra'vel Backfill 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

no. I date I by I ckd I description WESTERN AREA INJE CTION SYSTEM ENCLOSURE A 102/04/211EAA I JRH ISSUED FOR

'I PRELIMINARY DESIGN

~ -~

CHEMICAL PRF-TRFATMFNT r-0-::.-,..__~ - 1\~~

CHE:MICAL PR[ fRE/HlvffNT r-O-=r-1-----, -(;)-

1\~~ NOTES:

DRUM (BY OTHERS) TK-003 DRUM \BY O I HERS, TK -002 I .. I 1. LEVEL SWITCH LOW; CEASE TREATED WATER INJECTION MO DE.

I I FORCE MXR-001 OFF VIA HARDWIRE SSGAL -~ E  : j 55GAL l;@E: --- --------- ----- - - -- -------------------- ---------- -: 2.

ACTION . FORCE MOV-012 CLOSED VIA HARDWIRE ACTION .

LEVEL SWITCH HIGH ; CEASE I 1/4"O.D. - ~ TREATED WATER INJECTION MODE.

\

I DOUBLE-WALLED FORCE MOV-012 CLOSED VIA I

I POLYETHYLENE HARDWIRE ACTION.

I

~ .

~ 1/4" 0 .D.

I I

CHEMICAL INJECTION LINE *~

f -7 I 3. LEVEL SWITCH LOW; CEASE

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

1 I

DOU BLE-WALLED TREATED WATER INJECTION MODE.

I 'SC' FC' I POLYETHYLENE I --+-=-+-~+--------------------------------------------------------, FORCE MOV-012 CLOSED VIA I ,002 / '- 001 / I CH EMICAL I I HARDWIRE ACTION.

INJECTION LIN E I MP-001 -~ 1 YI HS' ON/OFF I ,- 1/4" O.D. DOU BLE-WALL ED I I 4. HIGH/LOW FLOW RATE ; CEASE II ,002_,,1!\.1113/ / POLYETHYLENE CHEM ICAL II II TREATED WATER INJECTION MODE.

I / INJECTION LINE NOTES 1,2,3,4,5 ~-- ./ I I 5. HIGHPRESSUREAT PT-111 2; SHUT I ' - - - - - - - - - - - - - - - - -+-- - - - - t . n , I I I ' I I DOWN P-00 1, MP-001, AND MP-002

. f -7 ~------------------- ------------------~ -------------------- -------------------- --- :---- -~ 6.

AND CLOSE VALVE MOV-012.

MOV-012 POSITION MODULATES ON I/ SC '\I/' FC'

--+---+--~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - ~I I TK-001 FLUID LEVEL.

003 002 I 1\... ../1\.. _,,1 I ,,-- 1/4" 0 .0 . DOUBLE-WALLED I I 7. CONTROLS MP-001 AND MP-002

/ YI '\I/ HS' ON/OFF / POLY ETH YLENE CHEMICAL I I FEED RATE.

1\..003_,,1!~114_, / INJECTION LINE I I I 8. LEAK DETECTED; SHUT VALVE NOTES 1,2,3,4,5 ' / _  :  : MOV-012 .

I I 9. REFER TO VFS-EPM-DWG-P-1 10 AND

'1.AHH' 1 LALL' I I VFS-EPM-DWG-P-11 5.

, 111~ ~11~ I I I I 10. SPECIFICATIONS FOR APPLICABLE

-p~

/ LAH' !/LAL' I I PUMPS, PIPING , AND

,~11~1~11~ I I A PPURTENANCES ARE SUBJECT TO 1

I I CHANGE DURING PHASE I 90%

~

~ -ON/OFF

---

LT I I DESIGN.

LOI I I 1101 MXR-001 1112 NOTE 1 *BY OTHERS)  : -- - V zc"V HS"1 ON/OFF TK-001 I N0~ ;- ~

2 J; - ---- I t\012.)\1115,;j INJECTIOI\J i=EED  :  : NOTES 2,3 ,4 ,5,8

,BY OTHERS; 1.4NK

. 1 I

I I

I I I I I t

I I FT I 4"-EGW - PVC \

- j I: I I 1113NOTE 7 M 2 er-*

c _,..

<:S

~

I  ; l INJECT ATE (P104 1001 \ *- '\ i-r()}-

~

~

- - - -"~"--1l1-iG]Hlt------$-1l1 MC:{;~* 2

~

CV-001 b -- - - ' f ~

• ,,u,* v1 TO P-001 PVC SS

\ , _ SAMPLE PORT 2,050GAL DRAIN _./

PRE-TREATM ENT I\

FE 1113 hGf'lE1"1C r::._cw METER (8" OTHERS1

*'t~~~;; PRELIMINARY - NOT FOR CONSTRUCTION 1 INJECTION QUILL WI TH ,ev OTHERS; L 4" _ EGW _ ss CHECK VAL VE (TYP. 2)

~BURNS

~MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 641 14 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 42 1 date detailed FEBRUARY 2021 E. AH LEMEYER designed checked E. DULLE J. HESEMANN WATF INJECTION SYSTEM INSTRUMENTATION LEAK DETECTION MP-001 MP-002 LOCATION FLOW METER/ LEVEL TRANSDUCER PUMP ID LEVEL SWITCH ID CONTROL VALVE ID METERING PUMP METERING PUMP INDICATOR ID T RANSMITTER ID ID TANK INFLU ENT PIPING -- -- FT-11 13 -- - MOV-012 MAKE: STENNER MAKE: STE NNER MODEL S3001AA101N MODEL: S3001AA101 N

-- -- -- LSL-1101 LT-1112 - OUTLET TUBING SIZE: 1/4" OUTLET TUBING SIZE: 1/4" INJ ECTION FEED TANK

-- -- -- LSH-11 01 - - POWER: 120 VAC POWER: 120 VAC MP-001 LDl-11 02 -- MAX. CAPACI TY: 5.0 GPO MAX. CAPACITY : 5.0 GPO LSL-1102 LT-2004 -

CHEMICAL DOSING SYSTEM MAX. PRESSURE : 100 PSI MAX. PRESSURE: 100 PSI MP-002 LDl -11 03 -- LSL-1103 LT-2005 - Cimma ron Environmenta l Response Trust INJECTION SYST EM ENCLOSURE -- LDl-110 1 -- -- - - WESTERN A REA GROUN DWATER INJECTION SY STEM P&I D I proj ect 120832 I contract drawing rev.

BMCD-GWREMED-P1 03 - A sheet 4 of 11 sheets I fil e P103 PHASE I & I1.DWG

WESTERN AREA INJECTION SYSTEM ENCLOSURE no.I date I by I ckd I desc ription I ~

A 01/12/21 AA NOTES:

1.

JRH ISSUED FOR PRELIMINARY DESIGN 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.

,___ _ _ _ _ _ _ _ _ _ _ _ _ _ 3-cv1--o- - -----11f-1,[~]H I FORCE MXR-001 OFF VIA HARDWIRE INJECTATE ACTION . FORCE MOV-012 CLOSED (FE\/ ~

~ ~

-- FAH FAL 1112 I 1112 1 1/2" - EGW- PVC _J

/ P-001 FROM TK-001 3.

VIA HARDWIRE ACTION .

LEVEL SWITCH HIGH ; CEASE TREATED WATER INJECTION MODE.

NOTES FORCE MOV-012 CLOSED VIA HARDWIRE ACTION .

4. HIGH/LOW PRESSURE; CLOSE VALVE MOV-001 .

5. HIGH/LOW FLOW RATE ; CEASE TO ADDITIONAL NOTE g NOTE 8 NOTE 10 TREATED WATER INJECTION MODE.

INJECTION MANIFOLD- - - - ~ - - - - - - - - - - ~

LINES (QTY. 6) 6. HIGH/LOW FLOW RAT E; CLOSE VALVE MOV-001 .

TO ADDITIONAL

7. HIGH PRESSURE; SHUT DOWN P-001 ,

INJECTION MANIFOLD MP-001 , AND MP-002 AND CLOSE LINES (QTY . 4 ) -------7 VALVE MOV-012.

I I 8. ADDITIONAL MANIFOLD LINES LEAD I TO GWI-UP1-0 1A , GWI-UP 1-02A, I GWI-UP1 -03A, AND GWI-UP1-04A.

I I 9. ADDITIONAL MANIFOLD LINES LEAD I TO GWI-UP2-01A , GWI-UP2-01D, I GWI-UP2-02, GWI-UP2-03, I GWI-UP2-04A, AND GWI-UP2-04B.

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

I I 11. EQUIPMENT ASSOCIATED WITH NOTE4 I PHASE II ASSUMES ALL PROPOSED I INFRASTRUCTURE IS INSTALLED I

UPON COMPLETION OF PHASE l.

I I

(Fe\__f:i_ I r r \ _ ~

I I

12. SPECIFICIATIONS FOR APPLICABLE PUMPS, PIPING , AND

~~ I I

P-001 APPURTENANCES ARE SUBJECT TO I NOTE 6 I I

PRIMARY TRANSFER PUMP MAKE: GOULDS CHANGE DURING PHASE I 90%

DESIGN .

I MODEL: 3ST1 H9C4 I IMPELLER SIZE: 4-3/8-INCH

/ I OUTLET CONNECTION : 1-1/2" FNPT GROUNDWATER INJECTION ./ I HP: 3 HP MANIFOLD LINE (TYP.) ~ / I MAX. CAPACITY: 150 GPM I

MAX. TOH : 70 FT L

I I OPERATING CAPACITY: 149 GPM RPM : 3500 PRELIMINARY - NOT I

I I

FOR CONSTRUCTION I

1-2" - EGW - HOPE -....,

1

~BURNS I

I

~MSDONNELL I

I 9400 WARD PARKWAY I KANSAS CITY, MO 64114 I 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 CLEANOUT \ I WATF INJECTION SYSTEM INSTRUMENTATION I date detailed PRESSURE FLOW METER/ LEVEL TRANSDUCER I LOCATION PHASE11 CONTROL VALVE ID PUMP ID JANUARY 2021 A. ANSTAETT TRANSMITTER ID TRANSMITTER ID ID VFDID I

I TO WELL GWI-WU-01 PHASE! PT-1101 designed I

FT-1101 LT- 1 101 MOV-001 -- -- checked TO WELL GWI-UP1 -01A PHASE II E. DULLE J. HESEMANN I

PT-1102 FT-1 102 LT-1102 MOV-002 -- --

I TO WELL GWI-UP1-02A PHASE II PT-1103 FT-1 103

\:, LT-1103 MOV-003 -- --

2"- EGW - PVC I TO WELL GWI-UP1-03A l BRANCH LINE VALVE/

PITLESS CLEANOUT VAULT I

I TO WELL GWI-UP1 -04A PHASE II PHASE II PT-1104 PT-11 05 FT-1104 FT-1105 LT-1104 LT-1105 MOV-004 MOV-005 ADAPTER (SEE C108) I TO WELL GWI-UP2-01A PHASE II I PT-1106 FT-1 106 LT-1106 MOV-006 -- --

I TO WELL GWI-UP2-010 PHASE II PT- 1107 I

FT-1 107 LT-1107 MOV-007 -- --

LEVU TRANSDUCER TO WELL GWI-UP2-02 PHASE 11 PT-1108 FT-1108 LT-1108 MOV-008 --

I --

(BY OTHERS) I TO WELL GWI-UP2-03 PHASE II I

PT-1109 FT-1109 LT-1109 MOV-009 -- --

TO WELL GWI-UP2-04A PHASE II PT- 1110 1 1/4" - EGW - HOPE I FT-1110 LT-1110 MOV-010 -- --

I TO WELL GWI-UP2-04B PHASE 11 Cimmaron Environmental Response Trust I

PT-1111 FT-1111 LT- 1 111 MOV-011 -- -- WESTERN AREA GROUNDWATER

--+-----+----+-----------------------------~ INJECTION SYSTEM ENCLOSURE PHASE I PT-11 12 FT-1112 LT-1112 - P-001 VFD-001 INJECTION SYSTEM P&ID 11 NOTE 1 GROUNDWATER INJECTION project 120832 I contract WELL (TYP. OF 11) drawi ng rev.

BMCD-GWREMED-P104 - A sheet 5 of 11 sheets fi le P104_PHASE I & 11. DWG

no.I date I by I ckd I description BURIAL AREA 1 SYSTEM ENCLOSURE A 01/19/21 EAA JRH ISSUED FOR PRELIMINARY DESIGN

~ NOTES:

TK-006 -~

CHEMICAL PRF-TRE.ATMFNl - ~ CHEMICAL PRE-TF~E.A,Tf'Jll::NT 1. HIGH WELL WATER LEVEL; CLOSE DRUM 18'1' O~HERS'  : DRUM rgy OTHERS1 I VALVE MOV-0 13. LOW WATER LEVEL; I

I I ADJUST INJECTION FLOW RATE AS

.~~,-<>

ALLOWABLE.

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

55GAL I

--<>---------~ 2. LEVEL SWIT CH LOW; CEASE TREATED WATER INJECTION MODE.

FORCE MXR-002 OFF VIA HARDWIRE POLYETHYLENE CHEMICAL ~ I 1/4 " O.D . DOUBLE-WALLED -.._ ACTION. FORCE MOV-016 CLOSED FEED LINE I POLYETHYLENE CHEMICAL VIA HARDWIRE ACTION .

I FEED LINE

3. LEVEL SWITCH HIGH ; CEASE I

I TREATED WATER INJECTION MODE.

I FORCE MOV-016 CLOSED VIA ON/OFF 1- 2" - EGW - PVC I HARDWIRE ACTION .

I I '

TO ADDITIONAL I 4. HIGH/LOW PRESSURE; CLOSE VALVE I

INJECTION M A N I F O L D , - . - - - - . . . . - - - - - - - - - - - , I MOV-013 .

LINES (QTY. 2) I N/OFF 5. HIGH/LOW FLOW RATE. CLOSE I I L ____________________ ____________________ I

__ ~ VALVE MOV-013.

I I 6. LEVEL SWITCH LOW; CEASE CV-006

---

7 I TREATED WATER INJECTION MODE.

I I FORCE MOV-016 CLOSED VIA I

(FE\ I I

HARDWIRE ACTION .

e------,c--,--,-,---,-- ,

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

/

I I

I I

I

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

I I ~J -y

,.::!::_/~ NOTE 7 POLYETHYLENE CHEMICAL INJECTION LINE I

I I

I 8. HIGH PRESSURE; CEASE TREATED I

I l I I

I I

I WATER INJECTION MODE.

I I

I I

~--------n ~y

@ I I

I I

I I

9. MOV-016 POSITION MODU LATES ON TK-004 FLUID LEVEL.

10. CONTROLS MP-003 AND MP-004 I

NOTE2 I I FEED RATE.

I

>-=--+-=~ ON/OFF TK-004 1

I I I I NOTES 2,3 ,5 ,6 ,8, 11 11 . LEAK DETECTED; CLOSE VALVE MOV-016.

3/4" PVC ~ I ,3,6.7 ,8 I I :

0E\. f7."I ~ 0- r~a~j I

I

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

13. REFER TO DRAWING M203 FOR

~ 2-EGW PVC

~~

I NOTES 2

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

PIPING SPECIFICATIONS.

MOV-016 CV-004 /02 r;,v GROUNDWATER INJECTION (FC)

NOTE12 MANIFOLD LINE (TYP.)

/' NOTE 10 1 1/4" - EGW - PVC _/

\ DRAIN _,,,,-

AG I S-BAI PRE-TREATMENT SCH80PVCt- I INJECTION QUILL WITH PRELIMINARY - NOT L_

I l l NJECTION FEED LJ HDPE CHECK VALVE (TYP . 2)

I TANK (BY OTHERS)

UG I

I FOR CONSTRUCTION I

1-1 I

~BURNS I '-'.MSDONNELL I

I BA1 INJECTION SYSTEM INSTRUMENTATION 9400 WARD PARKWAY I PRESSURE FLOW METER/ LEVEL LEAK DETECTION KANSAS CITY, MO 6411 4 I LOCATION PHASE CONTROL VALVE ID PUMP ID VFDID LEVEL SWITCH ID 816-333-9400 TRANSMITTER ID TRANSMITTER ID TRANSDUCER ID INDICATOR ID I OKLAHOMA FIRM LICENSEE NO. 421 CLEANOUT \

I TO WELL GWI -BA1-01 PHASE I PT-2101 FT-2101 LT-2101 MOV-013 -- -- -- -- date detailed I TO WELL GWI-BA1 -02 PHASE I PT-2102 FT-2102 LT-2102 MOV-014 -- -- -- -- JANUARY 202 1 E. AHLEMEYER I

TO WELL GWI-BA1-03 PHASE I PT-2103 FT-2103 LT-2103 MOV-015 -- -- -- --

I designed checked

\ I INJECTION SYSTEM ENCLOSURE PHASE I PT-21 04 FT-2104 -- - P-002 VFD-002 LDl-2101 --

I E. DULLE J. HESEMANN I INFLUENT PIPING PHASE I -- FT-2105 -- MOV-016 -- -- -- --

\ ' \ _ 2" - EGW - PVC I

\_ PITLESS BRANCH LINE LSL-2101 VALVE/ I INJECTION FEED TANK PHASE I -- - LT-2104 - -- -- --

LSH-2101 ADAPTER CLEANOUT VAULT I (SEE C108) I MP-003 LDl-2102 LSL-2102 I CHEMICAL DOSING SYSTEM PHASE I -- -- -- - MP-004 I LDl-2103 LSL-2103

/~ 1 1/4" - EGW - HOPE I

I I P-002 MP-003 MP-004 I PRIMARY TRANSFER PUMP LEVEL METERING PUMP METERINGPUMP I

TRD,NSDUCER (BY OTHERS) I MAKE: GOULDS MAKE: STENNER MAKE : STENNER Cimmaron Environmental Response Trust MODEL: 2ST1 E9F4 MODEL: S3001AA101N MODEL: S3001AA10 1N 6-- -~ IMPELLER SIZE: 3-7/8-INCH BURIAL AREA 1 GROUNDWATER OUTLET TUBING SIZE: 1/4" OUTLET TUBING SIZE : 1/4" OUTLET CONNECTION: 1- 1/4" FNPT POWER: 120 VAC INJECTION SYSTEM P&ID POWER: 120 VAC

+--==-1--------------------------j HP: 1 HP MAX. CAPACITY: 81 GPM MAX. CAPACITY: 5.0 GPD MAX. PRESSURE: 100 PSI MAX. CAPACITY: 5.0 GPO MAX . PRESSURE: 100 PSI project I contract NOTE 1 MAX. TDH : 5 1 FT 120832 GROUNDWATER INJECTION OPERATING CAPACITY : 61 GPM drawing rev.

RPM: 3500 WELL (TYP. OF 3)

BMCD-GWREMED-P105 - A sheet 6 of 11 sheets file P105_PHASE I & 11. DWG

no. I date I by I ckd I description A 101/06/211 AA I JRH ISSUED FOR I PRELIMINARY DESIGN Treatment Effluent Criteria Constituent Source Groundwater Contaminant Treatment Additives Limitation Rationale Treatment Objectives Water Quality Objectives (for compliance and injection purposes)

Limitation Basis Influent OPDES Permit Concentration Limits Cone. OPDES Permit Requirement 1

Uranium Nitrate Fluoride pH Chlorides Temperature Groundwater Extraction Process Stream µg/L mg/L mg/L s.u. mg/L BAl (Outfall 001)

530 There can be no addition of heat from artificial sources to the water

-or- Report Only $10 6.5-9.0 $100 discharged at Outfall 001 WATF ND (1.0)

(Outfall 001)

DEFINITIONS: GENERAL NOTES:

1THE MAXIMUM TREATMENT BA1 - BURIAL AREA 1 EFFLUENT URANIUM CONCENTRATION FOR RE-INJECTION OR OPDES DISCHARGE IS 30 MG/L. MAXIMUM CONC. - CONCENTRATION CONCENTRATION PRIOR TO NlTRATE REMOVAL IS NON- DETECT (1.0 MG/l DETECTION LlMlT).

EPA - ENVIRONMENTAL PROTECTION AGENCY mg/L - MILLIGRAMS PER LITER OPDES - OKLAHOMA POLLUTANT DISCHARGE ELIMINATION SYSTEM s .u. - STANDARD UNITS

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

1. CONCENTRATION LIMITS SPECIFIED IN THE OPDES PERMIT PRELIMINARY - NOT

--= 2 . INJECTION CRITERION

3. EPADWEL FOR CONSTRUCTION

~ 4.

5.

CMEAN PRESENTED IN THE OPDES PERMIT AVERAGE INFLUENT CONCENTRATIONS FOR WATF ANO BA1 GROUNDWATER PROCESS STREAMS

~BURNS i

---

==

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

~M~DONNELL 9400 WARD PARKWAY

1. CONCENTRATION LIMlTS SPECIFIED IN THE OPDES PERM IT APPLY FOR URANIUM, NITRATE , FLUORIDE, AND PH. KANSAS CITY, MO 64 114

2. THE INJECTION CRITERION APPLIES IF: 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 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 .). date detailed B. IF THE INJECTION CRITERION IS LESS STRINGENT THAN THE CORRESPONDING INFLUENT CONCENTRATION.

JANUARY 202 1 A . ANSTAETT

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). designed checked

4. THE CMEAN PRESENTED IN THE OPDES PERMIT APPLIES IF: E. DULLE J . HESEMANN A . INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERI STIC, ETC . OF A REGULATED CONSTITU ENT (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.,

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

CMEAN) [E.G ., SULFATE].

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

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 I file P202 PHASE I. DWG

Treatment Eff luent Criteria no. I date I by I ckd I description A 102/04/211EAA I JRH .ISSUED FOR Constituent Source Groundwater Contaminant Treatment Additives 'I PRELIMINARY DESIGN Limitation Rationale Treatment Objectives Water Quality Objectives (for compliance an d injection purposes)

Influe nt Cone./

Limitation Basis Inje ction Inj ection Injection Inje ction Injecti on Injecti on Influe nt Injection Influ ent 3 3 OPDES Permit Concentration Limit s Crite ri on Criterion Criterion Criterion Crit erion Crit eri on EPA DWEL EPA DWEL Cmean 4

Cone. Cmean Crite ri on Cone. Cmea n Su lfate Fe/Mn Adenosine Hete rot rophi c An ae robic Red ucing Reduci ng Tri phosphate 1

Uran i um Nitrate Fl uori de pH Plate Count Growth Bacte ria Bacteri a (ATP) LSI Molybdenum Boron Seleni um Sul fate Coppe r Ma nganese Chlori de s Nickel Groundwater Extraction pe rce nt pre sence/ percent 2 3 Process Stream µg/L mg/L mg/ L s.u. (colonies/ml) popu lat ion ab sence population (col on ies/m l) mg/L mg/L µg/L mg/L mg/L mg/L mg/L µg/L BA1

,:,4,77 S251 ,.;G. 03 $0.10 (O utfa ll 002) S30

-or- 6.5 - 9.0 ,.;300  :<,15% Absent Absent Sl00,000 -0.5 - +0.5 '.',Q.20 S100 $14.3 WATF ND (1 0)

(Outfa ll 001) :58.97 S240 '.',Q.01 S0. 54 Treatment Effluent Criteria Constituent Source Treatm ent Additives Li mitation Rationale Wate r Quality Objectives (for compliance an d injection purposes)

Criterio n/ Cone./

Limitation Basis Influe nt Infl uent Injecti on Inj ecti on Injection Injection OPDES Perm it Cone. C mc.:in Cone. Crit erion Influe nt Cone. Criterion Inf luent Cone. Crit erion Crit erion Requireme nt s Ortho- Tannin/

Sodium Zinc TOC Phosphate TDS Total Iron Dissolved Iron Si lica lign in Te mpe ratu re Groundwater Extraction mg/L mg/L Process Stream mg/L µg/L mg/L mg/L mg/ L mg/L (as Fe 2*) (asSi02) mg/L ----

BAl

80 ,:,400 $3.95 $959 Sl.53 S0.56 There can be no addition of (Outfal l 002) heat from artifi cia l sources Sl <30 <5 to the water discharged at WATF

582.6 '"A.34 $6.31 ,.;1200 ,.;1 SO.OS Outfall s 001 & 002 (Outfal l 001)

DEFINITIONS:

BA 1 - BURIAL AREA 1 GENERAL NOTES:

1THE MAXIM UM TREATMENT EFFLUENT URANIUM CONCENTRATION FOR RE-INJECTION OR OPDES DISCHARGE 15 30 MG/l. M AXIMUM CaC03 -CALCIUM CARBONATE CONCENTRATION PRIOR TO NITRATE REMOVAL IS NON -DETECT (1.0 MG/L DETECTION LIMIT) .

2ANAEROB!C GROWTH ANALYSIS 15 CONDUCTED BY ANALYZING Cmean - MEAN POLLUTANT EFFLUENT CONCENTRATION CALCULATED IN OPDES PERMIT. THE POPULATION OF SULFATE REDUCING BACTERIA (SRB), AS A PERCENTAGE OF THE CONC. - CONCENTRATION TOTAL M ICROBIAL POPUlATION, BECAUSE SRB ARE THE M OST PROBABLE, PROLJFIC AND OBSERVABLE ANAEROBE S IN GROUNDWATER.

3EPA DWEL USED fOR CONSTITUENTS FOR WHICH GROU NDWATER DWEL - DRINKING WATER EQUIVALENT LEVEL DATA AND Crv1EAN LEVELS ARE NOT AVAILABLE.

4~EAN VALUES EPA - ENVIRONMENTAL PROTECTION AGENCY PRESENTED IN OPDES DISCHARGE PERMIT USED FOR CONSTITUENTS FOR WHICH GROUNDWATER DATA ARE NOT AVAILABLE.

Fe 2+ - FERROUS IRON LSI - LANGELIER SATURATION INDEX PRELIMINARY - NOT mg/L - MILLIGRAMS PER LITER OPDES - OKLAHOMA POLLUTANT DISCHARGE ELIMJNATJON SYSTEM FOR CONSTRUCTION Si02 - SILICA DIOXIDE s.u. - STANDARD UNITS TDS - TOTAL DISSOLVED SOLIDS ~BURNS TOC - TOTAL ORGANIC CARBON '-'.MSDONNELL TSS- TOTAL SUSPENDED SOLIDS

µg/L - MICROGRAMS PER LITER 9400 WARD PARKWAY KANSAS CITY, MO 64114 USEPA - UNITED STATES ENVIRONMENTAL PROTECTION AGENCY 816-333-9400 WATF - WESTERN AREA TREATMENT FACILITY OKLAHOMA FIRM LICENSEE NO. 421 date detailed APP LICABLE EFFLUENT STANDARDS: FEBRUARY 2021 E. AHLEMEYER

1. CONCENTRATION LIMITS SPECIFIED IN THE OPDES PERMIT designed checked

2. INJECTION CRITERION E. DULLE J . HESEMANN

3. EPA DWEL

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

2. THE INJECTION CRITERION APPLIES IF:

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 Cimma ron Environmental Response Trust STANDARD (I.E., USEPA MCL)

EXITS (E.G ., MOLYBDENUM , BORON) . WATER TREATMENT DESIGN BASIS

SUMMARY

4 . THE CMEAN PRESENTED IN THE OPDES PERMIT APPLIES IF: EFFLUENT CRITERIA - PHASE II 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 ). SHEET 1 B. INFLUENT CONCENT RATION DATA ARE NOT AVAILAB LE 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:

project 120832 I contract A. AN INJECTION CRITERION EXISTS , THE WATER TREATMEN T PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION, CHARACTERISTIC , ETC., AND THE INFLUENT CONCENTRATION IS MORE STRINGENT THAN OTHER STANDARDS (E .G., CM EAN) [E .G., SULFATE]. drawing rev.

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).

. BMCD-GWREMED-P202 - A sheet 8 of 11 sheets I fi le P202 PHASE I1.DWG

Treatment Effluent Criteria no.I date I by I ckd I description Constituent Source A 1011061211 AA I ED ISSUED FOR Water Quality Objectives (for compliance and injection purposes) I 'I PRELIMINARY DESIGN Limitation Rationale Treatment Additives Groundwater Constituents Limitation Basis Injection Influent Injection Injection OPDES Permit Require m ents C-nea n Criterion Cmean C mean Cone. Influent Cone. Cri terion Criterion Total Bicarbonate General Quality Lead Mercury Thallium Cyanide TSS Ammonia Silver Alkalinity Alkalinity Potassium Magnesium Chromium Groundwater Extraction mg/L mg/L Process Stream (as CaCO3) (as CaCO3)

µg/L µg/L µg/L µg/L mg/L mg/L µg/ L mg/L mg/L µg/L BAl There sha l l be no discharge of a v isib le sheen of oil or globules of oil or grease on or in the water. Oil and grease shall not be present i n (Outfall 002) <Q3.6 50.20 5463 5462 $36.4 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 50.2 517.3 513.3 545 $1.75 5180 WATF sha ll not contain chemical, physical, or biological substances in concentrations that are irritating to skin or sense organs or are toxic or (Outfa ll 001) cause illness upon ingestion by human be ings. $15.S 522.3 5325 $294 $102 Treatment Effluent Criteria Constituent Source Water Quality Objectives (for compliance and injection purposes)

Limitation Rationale Groundwater Constituents Injection Limitation Basis Criterion/ OPDES Permit Influent C mea n Cmean Cmean Requirement Bis Calcium Barium Arsenic Cadmium (2-Ethylhexyl) Phthalate 1,4-Dichlorobe nzene Dimethyl Phthalate Total Halogens Groundwater Extraction Process Stream mg/L mg/L µg/L µg/L µg/L µg/L µg/L mg/ L BAl 5180 (Outfall 002) 53340 :559.7 $0.28 '.53.29 50.19 5881 50.1 WATF (Outfall 001)

5182 DEFINITIONS:

BA1 - BURIAL AREA 1 CaCO 3 - CALCIUM CARBONATE 1/2nean - MEAN POLLUTANT EFFLUENT CONCENTRATION CALCULATED IN OPDES PERMIT.

CONC. - CONCENTRATION DWEL - DRINKING WATER EQUIVALENT LEVEL EPA - ENVIRONMENTAL PROTECTION AGENCY Fe2+ - FERROUS IRON PRELIMINARY - NOT LSI - LANGELIER SATURATION INDEX mg/L - MILLIGRAMS PER LITER FOR CONSTRUCTION OPDES-OKLAHOMA POLLUTANT DISCHARGE ELIMINATION SYSTEM SiO 2 - SILICA DIOXIDE s.u. - STANDARD UNITS

~BURNS TDS- TOTAL DISSOLVED SOLIDS ~MSDONNELL TOG - TOTAL ORGANIC CARBON 9400 WARD PARKWAY TSS - TOTAL SUSPENDED SOLIDS KANSAS CITY, MO 641 14

µg/L - MICROGRAMS PER LITER 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 USEPA- UNITED STATES ENVll3_ONMENTAL PROTECTION AGENCY date detailed WATF - WESTERN AREA TREATMENT FACILITY JANUARY 2021 A.ANSTAETT APPLICABLE EFFLUENT STANDARDS: designed checked

1. CONCENTRATION LIMITS SPECIFIED IN THE OPDES PERMIT E. DULLE J. HESEMANN

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

2. THE INJECTION CRITERION APPLIES IF:

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 .

Cimmaron Environmental Response Trust

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 PERM IT, AND NO OTHER STANDARD (I.E., USEPA MCL) WvATER TREATMENT DESIGN BASIS

SUMMARY

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

EFFLUENT CRITERIA - PHASE I & 11

4. THE CMEAN PRESENTED IN THE OPDES PERMIT APPLIES IF: SHEET 2 A. INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT CONCENTRATION , CHARACTERISTIC, 8 . INFLUENT CONCENTRATION DATA ARE NOT AVAILABLE BUT AN INJECTION CRITERION EXISTS AND THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITUENT ETC . OF A REGULATED CONSTITUENT (E.G., SELENIUM ). project 120832 I contract CONCENTRATION, CHARACTERISTIC, ETC . (E.G .. COPPER).

5. THE INFLUENT CONCENTRATION APPLIES IF: drawing rev.

A. AN INJECTION CRITERION EXISTS , THE WATER TREATMENT PROCESS MAY AFFECT THE CONSTITU ENT CONCENTRATION , CHARACTERISTIC , ETC ., AND THE INFLUENT 8 . AN INJECTION CRITERION EXISTS BUT THE INJECTION CRITERION IS MORE STRINGENT THAN THE INFLUENT CONCENTRATION (E.G., MANGANESE - WATF PROCESS CONCENTRATION IS MORE STRINGENT THAN OTHER STANDARDS (E.G. , CMEAN) [E .G., SULFATEj.

STREAM).

BMCD-GWREMED-P203 - A

6. WATER QUALITY REQUIREMENT SPECIFIED IN THE OPDES PERMIT APPLIES IF THERE ARE NO OTHER APPLICABLE CRITERIA OR STANDARDS (E.G., TOTAL HALOGENS). sheet 9 of 11 sheets I file P203 PHASE I.DWG

Injection Criteria no l date I by I ckd I description WSE WSE WSE A 101/06/211 AA I JRH ISSUED FOR Limitation Basis BMCO WSE BM CD BMCD BMCD WSE WSE W SE BMCD BM CD BMCD BMCD WSE W SE PRELIMINARY DESIGN Evalu at ion Ev al uati on Evalu ation Evaluati on Eva luat ion Eva luat i o n Evaluati on Eval u ation Eval uation Eva l uat ion Eval uati on Eval uation Evalu at ion Evaluatio n Evaluation Eva luat io n Eval uati on Non-Parameter Orth o- Total Bica rbonat e Tot al Carbo nat e c.arbonate N itrate Chlori des Phosphat e Calciu m LSI TDC Alkalini ty Alkalin ity TDS Co nd ucti vity ORP1 Hardness Hardness Hardne ss Sodi um Magne si um Potass i um mg/ L mg/L m g/L mg/L mg/L Units mg/ L m g/L mg/L mg/ L ---- mg/l (as CaC0 3) (as CaCO,J mg/L µ5/cm mV (asCaCO,J (as CaC0 3 ) (as CaCO,J mg/l m g/L m g/ L Limit S5 Sl OO Sl N/A -0.5-+o,5 S6.31 9163 N/A S400 S750 150- 220 S300 N/ A N/ A N/A S:180 S:5 Inje ction Criteria WSE WSE WSE WSE WSE WSE WSE BMCD WS E W SE WSE Limitation Basis WSE WSE Eva luati on Evaluati on Evaluat ion Evaluation Eval uation Evaluat io n Eva luatio n Eva luation Eva luation Evaluat ion Eval uati on Evaluation Evaluati on Het e ro tro Su lfate Fe/Mn Ade nos ine Parameter Dissolved Tan nin/ phi c Pl ate A naerob ic Red ucing Reducing Tri phos ph Iron Tot al Iron' Coppe r Manganese Su lfate' Sili ca Li gnin pH TSS TSS Count Growt h Bacteri a Bacte ri a ate (ATP) mg/L m g/L (colonies/ pe rce nt p resence/ p resence/ (colonie s/

Units (as Fe I m g/ L mg/ L mg/L mg/L (as Si 0 2 ) mg/L s. u. mil popu lat ion abse nce absence m l)

µm mg/ L Limit so.oz ,;1 ~-04 S0. 10 SlSO s30 ss 7-8 SlO 915 S300 ~15% Absent Absent Sl 00,000 DEFINITIONS:

BA 1 - BURIAL AREA 1 CaCO 3 - CALCIUM CARBONATE LSI - LANGELIER SATURATION INDEX mg/L - MILLIGRAMS PER LITER ml - MILLILITER mV - MILLIVOLT ORP - OXIDATION-REDUCTI ON 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 - M ICROMETER

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

BOLD - TREATED EFFLUENT IS EXPECTED TO EXCEED INJECTION CRIT ERION . PRETREATMENT WILL BE REQUIRED PRIOR TO INJECTION UNLESS OTHERWISE NOTED.

BOLD {WITH SHADE) - TREATED EFFLUENT IS EXPECTED TO EXCEED INJECTION CRITERION ; HOWEVER PRETREATMENT WILL NOT BE REQUIRED INITIALLY. IN-PROCESS MONITORING RES ULTS 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 INJECTATE.

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 TH IS 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).

1 PRELIMINARY - NOT ORP IS DEPENDENT ON NATURAL WATER CHEMISTRY AND ANY INDUCED SUBSURFACE TREATMENT TECHNOLOGIES EMPLOYED.

2TREATED EFFLUENT IS EXPECTED TO EXCEED INJECTION CRITERION FOR BA1 ONLY . FOR CONSTRUCTION 3rREATED EFFLUENT IS EXPECTED TO EXCEED INJECTION CRITERION FOR WATF ONLY.

~BURNS

~MSDONNE LL 9400 WARD PARKWAY KANSAS CITY, MO 64 114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed JANUARY 2021 A. ANSTAETT designed checked E. DULLE J HESEMANN Cimma ron Environmental Response Trust WAT ER TREATMENT DESIGN BASIS

SUMMARY

INJECTION CRITERIA - PHASE I & 11 project 120832 I contract d rawing rev.

BMCD-GWREMED-P204 - A sheet 1O of 11 sheets I fi le P204 PHASE I & 11 .DWG

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) Rate (gpm) Well/Trench ID Rate (gpm) Rate (gpm) Rate (gpm) Well/Trench ID Rate (gpm) Rate (gpm) Rate (gpm) Well/Trench ID Rate (gpm) 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-0 1 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) Rate (gpm) Well/Trench ID Rate (gpm) Rate (gpm) Rate (gpm) Well/Trench ID Rate (gpm) Rate (gpm) Rate (gpm)

- Well/Trench ID Rate (gpm) 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

.. **-**** 15 ... ..... *--* 14 7 GE-WAA-04 36 . 20 GE-BA1-07 0 0 0 GWI-UP2-01 10 45

- -*****-*-*-**-*-*-*--*- . . . - * *****-** ... * *** 1o . 35

. . G E-WAA-05 10 36 GE-BA1-08 5 20 10 GWI-UP2-04 7 27 21 GE-WAA-06 0 15 13 GE-BA1-09 5 20 10 GWI-UP2-02 2 ______.......

-= 10 5 GE-WAA-07 15 30 13 GETR-BA1-01A *** i * * -----***--- ** ---* ********** 5 ... *****

1 0 0 0 GWI-UP2-03 10 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~f f . 15 36 .............,.,_ ._ 14 .... ......

• • • • • • • • • • 30 i -=

GE-WAA-12 GE-WAA-13 GE-WAA-14 15 10 0 15 30 13 12 10

~ GE-WAA-15 GE-WU-01 10 1

30 5

10 5

PRELIMINARY - NOT i FOR CONSTRUCTION

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~ M~DONNELL 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 120832 I contract drawing rev.

BMCD-GWREMED-P205 - A sheet 11 of 11 sheets I file P205 PHASE I & I1.DWG

KEYED NOTES :

no .I date I by I ckd I description

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

": :~V\/ ~~D!-i 0 ELECTRICAL CONTRACTOR (EC) TO INSTALL FEEDER TO PAD MOUNTED UTILITY TRANFORMER FURNISHED BY 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 .

GENERAL NOTES :

A 03/31 /2 0 ACH SJD ISSUED FDR 90%

OTHERS. EC TO PROVIDE POWER FEED FROM LOAD SIDE 1. SEE DRAWING E104 THROUGH E106 FOR DESIGN CABLE AND CONDUIT SIZES .

OF UTILITY DISCONNECT TO LINE SIDE OF UTILITY TRANSFORMER. EC TO COORDINATE LOCATION AND TERMINATIONS WITH UTILITY.

0 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

2. CABLE AND CONDUIT BETWEEN XFMR WATF (LINE SIDE) AND SWBD-A SHALL BE 0 EC TO PROVIDE POWER FEED AS SPECIFIED ON CABLE AND PROVIDE POWER FEEDS FOR ASSEMBLY AS SHOWN . PROVIDED BY VEOLIA DESIGN DRAWINGS .

~ , C-Jf.1 Jf:.:*F~i-.*, :.;r:.

1 CONDUIT SCHEDULE , TERMINATING CONNECTIONS ON EQUIPMENT SPECIFIED. EC TO PROVIDE POWER FEED WITH 40' OF COILED LABELED CONDUCTOR IN SPECIFIED 0 EC TO INSTALL VAULT WALL MOUNTED FLOW TRANSMITTER FURNISHED BY OTHERS. EC TO COORDINATE LOCATION WITH CIVIL AND MECHANICAL CONTRACTOR. REFER TO

3. MATERIAL DEPICTED IN GRAYSCALE PROVIDED BY V EO LIA DESIGN DRAWINGS .

ELECTRICAL TRANSITION VAULT TO BE TERMINATED BY REFERENCE VEOLIA DRAWINGS

, r., \ \1\1! T DETAIL 1, SHEET E201 . EC TO PROVIDE NEMA 6P JUNCTION VFS-EPM-000-DWG-E-110 FOR OTHERS TO SOURCE.

'--._,/ 50(, I' i;. BOX FOR FLOW TRANSMITTER AND MAKE FINAL CLARIFICATION AND 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 TERMINATIONS OF POWER FEED TO FLOW TRANSMITTER AND CONTROL TERMINATIONS FOR FACTORY INSTALLED LEADS TO METER AS SEEN ON DETAIL 2, SHEET E201 . 4.

VFS-EPM-0O0-DWG-E-130 FOR ELEVATIONS.

CONFIRM PHYSICAL LOCATIONS OF MECHANICAL CONTRACTOR . EC TO PROVIDE POWER FEED DEVICES WITH CIVIL AND MECHANICAL FROM VFD TO PUMP VAULT JUNCTION BOX AND MAKE FINAL CONTRACTORS, REFERENCE LOCATIO NS TERMINATIONS OF POWER FEED AND FURNISHED PUMP CAN BE OBTAINED ON DRAWING C002 OF LEADS . REFER TO DETAIL 1, SHEET E201 . THE CIVIL SET.

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(,I::\: '!J-08 C.E i;!/-.A-1:-, r£i : R-WU-01A_FT KANSAS CITY , MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421

~ GE 'f\J/..._~, 10 0 date MARCH 2020 detailed A. HIMES designed checked E E-1 T E f::-1 Vl A. HIMES S. DEFRANCESCO E E-1 v'T E E-1 JT E E-'1 VT E. E-1 T f:. E-1 Vl E E-1 VT E E-, VT 10 P-21 0

XFMR E:30 PLTFRM 30A 2P (30A) 0 P-21A Cimarron Environmental Response Trust ELECTRICAL SINGLE LINE WATF SINGLE LINE CONTINUED ;

project 120832 I contract DRAWING drawing rev.

E102 BMCD-GWREMED-E101 A sheet 3 of 14 sheets file E101.dwg

no. j date j by j ckd I description GENERAL NOTES :

A 03/31/20 ACH SJD ISSUED FOR 90%

1. SEE DRAWING E104 THROUGH E106 FOR CABLE AND DESIGN 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:

0 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 .

0 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 .

0 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 SINGLE LINE TERMINATIONS OF POWER FEED TO FLOW TRANSMITTER CONTINUED : AND CONTROL TER MINATIONS FOR FACTORY INSTALLED DRAWING LEADS TO METER AS SEEN ON DETAIL 2, SHEET E201 .

E10 1 480V,1¢ 0 XMFR PLTFRM 240/ 120V P-24 P-25 0 0 GETR-WU-02A_FT GE-WAA-01_FT P-33 P-34 P-35 0 0 0 0 0 GE-WAA-09_FT GE-WAA-10_FT GE-WAA-11_FT 0 0 0 PRELIMINARY - NOT P-26 P-27 P-28 P-29 P-30 P-31 P-32 PLTFRM PP-A

[240/120V] P-36 P-37 P-38 P-39 FOR CONSTRUCTION 0 0 0 0 0 0 0 1PH , 100A 3W+G 10kA MCB (60A) 02 0 0 0 0 ~BURNS NEMA 3R GE-VVAA-02_ FT GE-WAA FT GE-WAA-04_FT GE-\/VAA-05_FT GE-WAA-06_FT GE-VVAA-07_FT GE-\/VAA-08_FT GE-VVAA-12_FT GE-WAA-13_FT GE-VVAA-14_FT GE-WAA-15_FT ~M£DONNELL 0 0 0 0 0 0 0 0 0 0 0 9400 WARD PARKWAY KANSAS CITY , MO 64114 81 6-333-9400 OKLAHOMA FIRM LICENSEE NO . 421 date detailed MARCH 2020 A. HIMES designed checked A. HIMES S. DEFRANCESCO Cima rron Envi ronmental Response Trust ELECTRICAL SINGLE LINE RTU PLATFORM project 120832 I contract drawing rev.

BMCO-GWREMED-E102 - A sheet 4 of 14 sheets file E102.dwg

,,,,-----..___ i.::r*1~:F~hH~,.)~ KEYED NOTES no . j date j by j ckd j description

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

'.2l'VT ~; ;;'\v. 0 ELECTRICAL CONTRACTOR (EC) TO INSTALL FEEDER TO POLE MOUNTED UTILITY TRANFORMERS FURNISHED BY 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 GENERAL NOTES:

A 03/31/20 ACH SJD ISSUED FOR 90%

DESIGN

1. SEE DRAWING E104 THROUGH E106 FOR OTHERS . EC TO PROVIDE POWER FEED FROM LOAD SIDE MECHANICAL CONTRACTOR . EC TO PROVIDE POWER FEED CABLE AND CONDUIT SIZES.

OF UTILITY DISCONNECT TO LINE SIDE OF UTILITY FROM VFD TO PUMP VAULT JUNCTION BOX AND MAKE FINAL 6, ~ f TRANSFORMER . EC TO COORDINATE LOCATION AND TERMINATIONS OF POWER FEED AND FURNISHED PUMP 2. CABLE AND CONDUIT BETWEEN XFMR BA1

'::, JI TERMINATIONS WITH UTILITY. LEADS . REFER TO DETAIL 1, SHEET E201 . (LINE SIDE) ANO ATS-201 ARE DEPICTED BY

,p VEOLIA DESIGN DRAWINGS .

I h-r-S

/(")1 L,,.J/'

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

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 .

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

• LlS-207 r_D,i,

• 0 EC TO PROVIDE POWER FEED AS SPECIFIED ON CABLE AND CONDUIT SCHEDULE , TERMINATING CONNECTIONS ON 0 EC TO INSTALL VAULT WALL MOUNTED FLOW TRANSMITTER FURNISHED BY OTHERS. EC TO COORDINATE LOCATION CLARIFICATION.

EQUIPMENT SPECIFIED. EC TO COORDINATE CONDUIT WITH CIVIL AND MECHANICAL CONTRACTOR. REFER TO 4. CONFIRM PHYSICAL LOCATIONS OF

,.2KV '\f WINDOWS WITH SKID MANUFACTURER AND MAKE FINAL DETAIL 1 , SHEET E201 . EC TO PROVIDE NEMA 6P JUNCTION DEVICES WITH CIVIL AND MECHANICAL

./i'-~l'""K b/. *< ((;(IA; CONNECTIONS TO SOURCE OVERCURRENT PROTECTION BOX FOR FLOW TRANSMITTER AND MAKE FINAL CONTRACTORS , REFERENCE LOCATIONS r:.iJ 14 25 VJf DEVICE (SEE VEOLIA DESIGN DRA'MNGS) AS SHOWN. TERMINATIONS OF POWER FEED TO FLOW TRANSMITTER CAN BE OBTAINED ON DRAWING C002 OF AND CONTROL TERMINATIONS FOR FACTORY INSTALLED THE CIVIL SET.

LEADS TO METER AS SEEN ON DETAIL 2, SHEET E201 .

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GE-b/'. 1-0E, PRELIMINARY - NOT FOR CONSTRUCTION 240/' 2(J J

~BURNS

"-.MSDONNELL 9400 WARD PARKWAY KANSAS CITY , MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 BA' PP-20 2401120V 2 date MARCH 2020 detailed A . HIMES

'PH 3\J>J+C3 designed checked A. HIMES S. DEFRANCESCO P-55 P-56 P-57 P-58 P-59 P-60 P-61 P-62 P-54 0 0 0 0 0 0 0 0 0

P-53 GE-BA1-02_FT GE-BA 1-03_FT GE-BA1-04_FT GE-BA1-05_FT GE-BA 1-06_FT GE-BA 1-07_FT GE- BA 1-08_FT GE-BA 1-09_FT 0 GETR-BA1 -02A_FT 0 0 0 0 0 0 0 0 P-52 0 Cimarron Environmental Response Trust ELECTRICAL SINGLE LINE BA1 0 GETR-BA1-01 B_ FT project I contract 0 drawing 120832 rev.

GETR-BA 1-01 A_FT BMCD-GWREMED-E103 A 0 sheet 5 file E103.dwg of 12 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 IISSUED FOR 90%

DESIGN LOAD I CONDUCTORS I CONDUIT POWER CONTROL INSTRUMENT & COMMS. I CABLE NUMBER SERVICE I VOLTS w UJ NUMBER OF CABLES & w 0.. NUMBER AND 0.. 0..

NUMBER AND SIZE NO. PAIRS/ FROM (SOURCE) TO I- SIZE >

I- ~

SIZE TYPE 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 WATF-INJ 1 PVC/RGS I

P-3 PUMP GE-WU-01 POWER [VFD) 480VAC (3) #10 AWG + #10 GND A MCC-1 V FD 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 A MCC-1 GE-WAA-06 PVC 1 1 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 A MCC-1 GE-WAA-12 1 PVC I

- 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 (3) #8 AWG + #8 GND 480VAC  : 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 PLTFRM (DISCONNEC1) XFMR PLTFRM 1 PVC/RGS P-21B RTU PLATFORM TRANSF0RMER LOAD S IDE  !

240VAC (3) #4 AWG + #4 GND A XFMR PLTFRM 1 PLTFRM PP-A 1 PVC/RGS P-22 PUMP GE-WU-0 1 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 POW ER 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 FLOW IXMTR POWER (2) #10 AWG + #10 GND PLTFRM PP-A 1

- 240VAC I A 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 FLOW IXMTR 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 FLOW IXMTR 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-A 1 GE-WAA-1 1_FT 1 PVC/RGS

! P-36 P-37 P-38 PUMP GE-WAA-12 FLOW XMTR POWER PUMP GE-WAA-13 FLOWIXMTR POWER PUMP GE-WAA-14 FLOW XMTR POWER 240VAC 240VAC 240VAC (2) #10 AWG + #10 GND (2) #10 AWG + #10 GND (2) #10 AWG + #10 GND A

A A

PLTFRM PP-A i P LTFRM PP-A i PLTFRM PP-A GE-WAA-12_FT GE-WAA-13 FT GE-WAA-14_FT 1

1 1

PVC/RGS PVC/RGS PVC/RGS

~

1 P-39 PUMP GE-WAA-15 FLOW XMTR POWER 240VAC (2) #10 AWG + #10 GND PLTFRM PP-A l i A GE-WAA-15 FT 1 PVC/RGS P-40 BA1 INJECTlON SKID P0'4'ER DROP 13.2KVAC (3) #2 AWG + #2 GND I BA1-SV (3) 11!) XMFR BA1 I I 4 PVC P-41 PUMP GETR-BA1-01A POj/VER [VFD]

l 480VAC (3) #10 AWG + #10 GND I A MCC-2 I VFD GETR-BA1-01A 1 PVC P-41A PUMP GETR-BA1-01A PO)N ER [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 P-42A i

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 P-43 P-43A PUMP GETR-BA1-02A PO\f'IIER (VFD]

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

480VAC 480VAC (3) #10 AWG + #10 GND : A (3)#10AWG + #10 GND ! A MCC-2 I VFD GETR-BA1-02A 1 PVC PRELIMINARY - NOT VFD GETR-BA1-0~ GETR-BA 1-02A 1 PVC P-44 PUMP GE-BA1-02 POWE~ 480VAC (3) #10 AWG + #10 GND I A MCC-2 I GE-BA1-02 1 PVC FOR CONSTRUCTION i P-45 P-46 PUMP GE-BA1-03 POWE~

PUMP GE-BA1-04 POWE~

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

A MCC-2 MCC-2 I GE-BA1 -03 GE-BA1-04 1

1 PVC PVC P-47 PUMP GE-BA1-05 POWE~ 480VAC (3) #10 AWG + #10 GND A MCC-2 I GE-BA1-05 1 PVC P-48 PUMP GE-BA1-06 POWE ~ 480VAC (3) #10 AWG + #10 GND A MCC-2 GE-BA1-06 1 PVC ~URNS

~ M£DONNELL I

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 9400 WARD PARKWAY PVC P-52 PUMP GETR-BA1-01A FL~W XM1R POWER 240VAC (2) #10 AWG + #10 GND I A BA 1 PP-2 GETR-BA1-01A_FT 1 PVC KANSAS CITY , MO 64114 P-53 PUMP GETR-BA1-01B FL<j)W XMTR POWER 240VAC (2) #10 AWG + #10 GND A 816-333-9400 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 P-55 PUMP GE-BA1-02 FLOW J(MTR POWER 240VAC (2) #10 AWG + #10 GND I A i date detailed BA 1 PP-2 GE-BA 1-02_FT 1 PVC P-56 PUMP GE-BA 1-03 FLOW j(MTR POWER 240VAC (2) #10 AWG + #10 GND II A BA1 PP-2 I GE-BA 1-03 FT 1 PVC MARCH 2020 A. HIMES P-57 PUMP GE-BA1-04 FLOW j(MTR POWER 240VAC (2) #10 AWG + #10 GND A BA1 PP-2 GE-BA 1-04 FT 1 PVC I

I designed checked P-58 PUMP GE-BA1-05 FLOW j(MTR POWER 240VAC (2) #10 AWG + #10 GND A BA1 PP-2 GE-BA1-05 FT 1 PVC I

P-59 PUMP GE-BA1-06 FLOW XMTR POWER 240VAC (2) #10 AWG + #10 GND I A. HIMES S.DEFRANCESCO A BA 1 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 BA 1 PP -2 I GE-BA1 -07 FT 1 PVC P-6 1 PUMP GE-BA1-08 FLOW j(MTR POWER 240VAC (2) #10 AWG + #10 GND 1 A BA 1 PP-2 GE-BA 1-08_FT 1 PVC I

P-62 PUMP GE-BA1-09 FLOW XMTR POWER 240VAC (2) #10 AWG + #10 GND ! A BA 1 PP-2 I GE-BA 1-09 FT 1 PVC NOTES I NOTE1 SEE ONE-LINE DRAWINGS OR PANEL SCHEDULES FOR !POWER CIRCUIT SIZES.

I CABLE TYPE DESCRIPTION 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)

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) Cimarron Environmental Response Trust I

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

• 105 'CRATING) OR APPROVED EQUAL CABLE AND CONDUIT D OKONITE TYPE P-OS, TYPE ITC/PLTC 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)

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

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

J COMMUNICATION/NETWORK CABLING 1 BMCD-GWREMED-E104 A sheet 6 of 14 sheets I file E104.dwg

- - ~

- - I - - *- .. *- *-

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

DESIGN LOAD ICONDUCTORS CONDUIT I POWER I CONTROL INSTRUMENT & COMMS.

CABLE NUMBER SERVICE VOLTS w I NUMBER AND w NUMBER OF CABLES & w i NUMBER AND SIZE a..

~ SIZE a..

~

NO. PAIRS/ a..

t-FROM (SOURCE) TO SIZE TYPE CONDUCTORS I

I I

SHEET 2 I I I C-E1 CAT 6 ETHERNET CONNECTION FOR f'LC NETWORK CONNECTION CATS J WATF PLC ETHERNET SWITCH WELL FIE LD PLC CPP-1 CAB LE TRAY C-E2 CAT 6 ETHERNET CONNECTION FOR PLC NETWORK CONNECTION CATS J WATF PLC ETHERNET SWITCH WA INJE CTION SYSTEM SKID 1 PVC/RGS C-E3 CAT 6 ETHERNET CONNECTION FOR PLC NETWORK CONNECTION II CATS J RTU FIBER-ETHERNET CONVERTER RTU PLATFORM PLC CPP-3 CABLE TRAY C-E4 CAT 6 ETHERNET CONNECTION FOR f'LC NETWORK CONNECTION 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-ETHER NET 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 TS P 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 #14 TSP (4-20mA) WELL FIELD PLC CPP-1 I D 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 INJE CTION TIRENCH - P$ 1 llMTR 24V DC #14 TSP (4-20mA) D W ELL FIELD PLC CPP-1 GWI-UP1-02A - PSI llMTR 4 MAIN/ 1 BRANCH PVC I

C-6 GWI-UP1-03A INJECTION TRENCH - P9I llMTR 24V DC I #14 TSP (4-20mA) D W ELL FIELD PLC CPP-1 GWI-UP1-03A - PSI llMTR 4 MAIN/ 1 BRANCH PVC C-7 GWI-UP 1-04A INJECTION TIRENCH - P9I llMTR 24V DC #14 TSP (4-20mA) D WELL FIELD PLC CPP-1 GWI-UP1-04A - PSI llMTR 4 MAIN/ 1 BRANCH I PVC C-8 GWI-UP2-0 1A 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 I GWI-UP2-01D INJECTION TRENCH* P9I llMTR 24V DC #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 - P9 I 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 #14 TSP (4-20mA) D WELL FIELD PLC CPP-1 GWI-UP2 PS I XMTIR 4 MAIN/ 1 BRANCH I PVC C- 14 GE-WU-01 EXTRACTION WELL

• FLO~ XMTIR 24V DC #14 TSP (4-20mA) D WELL FIELD PLC CPP-1 GE-WU-0 1 FT 4 MAIN/ 1 BRANCH PVC

- C- 15 GE-WU-01 EXTRACTION WELL

• PS I xlj,,TR 24V DC #1 4 TSP (4-20mA) D WELL FIELD PLC CPP-1 GE-WU-01

• PS I 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-0 1 - 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 #1 4 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

• PS I 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 WE LL - 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 #1 4 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 #14 TSP (4-20mA) D RTU PLATFROM PLC CPP-3 GE-WAA PSI XMTR 4 MAIN/ 1 BRANCH PVC I

- 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) RTU PLATFROM PLC CPP-3 D GE-WAA PSI XMTIR

- 4 MAIN/ 1 BRANCH PVC C-35 GE-WAA-04 EXTRACTION WE LL

• 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 C-38 GE -WAA--05 EXTRACTION WELL - LEVEL XMTR 24V DC #1 4 TSP (4-20mA) D RTU PLATFROM PLC CPP-3 GE-WAA LEVEL XMTR 4 MAIN/ 1 BRANCH PVC 1 -

C-39 C-40 C-41 C-\2 GE-WAA-06 EXTRACTION WELL - FLO)IV XMTIR GE-WAA-06 EXTRACTION WELL - PSI )(MTR GE-WAA-06 EXTRACTION WELL - LEV,E L m!TR G[-WAA-07 EXTRACTION WELL - FLO)N XMTR 24V DC 24V DC 24VDC I

I I

1. 14 TSP (4-20mA)

1. 14 TSP (4-20mA)

1. 14 TSP (4-20mA)

D D

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

• PSI XMTIR GE-WAA-06

• LEVEL XMTIR 4 MAIN / 1 BRANCH 4 MAIN / 1 BRANCH 4 MAIN/ 1 BRANCH PVC PVC PVC

- ~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 C-44 GE-WAA-07 EXTRACTION WELL - LEV f: L XMTR I PRELIMINARY - NOT

~

24V DC #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 C-46 GE-WAA-08 EXTRACTION WELL - PSI ?(MTIR 24V DC I I #14 TSP (4-20mA) D RTU PLATIFROM PLC CPP-3 GE-WAA PSI XMTR 4 MAIN / 1 BRANCH PVC FOR CONSTRUCTION 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 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 ~URNS i

---

==

C-51 C-52 C-53 GE-WAA-10 EXTRACTION WELL - FLO)N XMTIR GE-WAA-10 EXTRACTION WELL - PSI ?(MTIR GE-WAA-10 EXTRACTION WELL - LEV~L m!TIR 24V DC 24V DC 24V DC I

I

1. 14 TSP (4-20mA)

1. 14 TSP (4-20mA)

1. 14 TSP (4-20mA)

D D

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

• PSI XMTR GE-WAA LEVEL XMTIR 4 MAIN I 1 BRANCH 4 MAIN / 1 BRANCH 4 MAIN / 1 BRANCH PVC PVC PVC

~ M~DONNELL 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 C-55 GE-WAA-11 EXTRACTION WELL* PSI )(MTIR 816-333-9400 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 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 date detailed C-58 GE-WAA-12 EXTRACTION WELL - PSI XMTIR 24V DC I #14 TSP (4-20mA) RTU PLATIFROM PLC CPP-3 MARCH 2020 D GE-WAA PSI XMTR 4 MAIN / 1 BRANCH PVC A. HIMES C-59 GE-WAA-12 EXTRACTION WELL - LEVEL XMTR 24V DC II #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 #14 TSP (4-20mA) D RTU PLATIFROM PLC CPP-3 GE-WAA-13_FT 4 MAIN / 1 BRANCH PVC 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 A. HIMES S. DEFRANCESCO 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 #14 TSP (4-20mA) D RTU PLATFROM PLC CPP-3 GE-WAA LEVEL XMTIR 4 MAIN I 1 BRANCH I PVC C-66 C-67 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 -

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 LEVE L 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)

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) Cimarron Envi ronmental Response Trust C OKONITE TYPE SP-OS, TYPE ITC/PLTC INSTRUMENTATIO N CABLE (TRIAD -INDIVIDUAL & OVERALL SHIELD 300V -105 °CRATING) OR APPROVED EQUAL CABLE AND CONDUIT D OKONITE TYPE P-OS, TYPE ITC/PLTC 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 G

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

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

COMMUNICATION/NETWORK CABLING drawing BMC D-GWREMED-E 105 sheet 7 of 14

- rev.

sheets A

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 IISSUED FOR 90%

DESIGN LOAD CONDUCTORS CONDUIT POWER CONTROL INSTRUMENT & COMMS .

CABLE NUMBER SERVICE NUMBER OF CABLES &

VOLTS NUMBER AND SIZE ...w NUMBER AND ...w NO. PAIRS/ ...w FROM (SOURCE)

~ SIZE ...>- CONDUCTORS ~

TO SIZE TYPE SHEET 3 C-ES CAT 6 ETHERNET CONNECTION FOR PLC NE"TWORK CON NECTION 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 BA 1 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 BA 1 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 - PS I 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- PS I 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- PS I 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 - LE VEL )(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 INJE CTION SKID PLC CPP-4 GETIR-BA 1-01 B FT 4 MAIN/ 1 BRANCH PVC C-79 GETR-BA1-01B EXTRACTION TRENCH - PS I 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 - LEV EL )(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-BA 1-04 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 EXTRACTIO N WELL- PSI XMTR 24V DC #14 TSP (4-20mA} D BA 1 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)

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) Cimarron Environmental Response Trust C OKONITE TYPE SP-OS, TYPE ITC/PLTC INSTRUMENTATION CABLE (TRIAD - INDIVIDUAL & OVERALL SHIELD 300V - 105 'CRATING) OR APPROVED EQUAL CABLE AND CONDUIT D OKONITE TYPE P-OS, TYPE ITC/PLTC INSTRUMENTATION CABLE (PAIRS - INDIVIDUAL & OVERALL SHIELD 300V -1 05 °CRATING) OR APPROVED EQUAL SCHEDULE Ill 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 G

OKONITE, OKOGUARD-OKOSEAL, MV -105, SkV 133%, SINGLE CONDUCTOR OKONITE C-L-X MV-105, SkV 133%, FOR CABLE TRAY USE, MULTICONDUCTOR project 120832 I contract H BELDEN 7953A (CAT 6 - INDUSTRIAL GRADE SUNGLIGHT & OIL RESISTANT - OUTDOOR RATED - PVC JACKET) OR APPROVED EQUAL I

drawing rev.

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

J COMMUNICATION/NETWORK CABLING BMCD-GWREMED-E106 - A 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 IISSUED 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 TRIP CKT.

NO.

NO . AMPS POLES QTY I SIZE LOAD SERVED 0 LOAD SERVED QTY I SIZE POLE S AM PS 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 P-24 B P-25 4 15 2 SEE E104 5 GETR-WU-02A FLOW METER A GE-WAA-01 FLOW METER SEE E104 2 15 6

7 P-26 B P-27 8 15 2 SEE E104 SEE E104 9 GE-WAA-02 FLOW METER A GE-WAA-03 FLOW METER 2 15 10 11 P-28 ~ P-29

~

15 2 SEE E104 13 GE-WAA-04 FLOW METER A GE-WAA-05 FLOW METER SEE E104 2 15 15 p.30 B P-31 16 15 2 SEE E104 SEE E104 17 GE-WAA-06 FLOW METER T GE-WAA-07 FLOW METER 2 15 18 19 P-32 B p.33 15 2 SEE E104 SEE E104 20 21 GE-WAA-08 FLOW METER T GE-WAA-09 FLOW METER 2 15 T2 p.34 15 2 SEE E104 ~ p.35 SEE E104 2 15 ~

GE-WAA-10 FLOW METER A GE-WAA-1 1 FLOW METER 26 27 P- 36 B P-37 28 15 2 SEE E104 29 GE-WAA-12 FLOW METER A GE-WAA-13 FLOW METER SEE E104 2 15 30 31 P-38 B P- 39 32 15 2 SEE E104 SEE E104 33 GE-WAA-14 FLOW METER A GE-WAA -15 FLOW METER 2 15

~

1/2 39 15 30 2

2 NIA (3) #10 + #10 G SPARE SURGE PROTECTION DEVICE A

B B

SPARE SPARE NIA NIA 2

1 15 20

+a 40 41 A RTU CONVIENIENCE OUTLET (2) #12 + #12 G 1 20 42 CERT* 112340

- PANELBOARD NAME : BA 1 PP-2 PAN ELBOARD TYPE : MLO SURFACE MOUNTED , NEMA 1 ENCLOSURE

- PANEL LOCATION: BA 1 INJECTION SK ID 1201240 VOLTS , 1 PHASE , 3 WIRE 100AMP MANS SUPPLIED FROM: MCC.2 (BA1) 18 KAIC

- CKT TRIP NO. WIRE W IRE NO. TRIP CKT.

NO. AMPS POLES QTY I SIZE LOAD SERVED 0 LOAD SERVE D 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 15 2 SEE E104 5 GETR-BA1-01A F LOW METE R A GETR-8A 1-01 B FLOW METER SEE E104 2 15 5

i 9 7

11 15 2 SEE E104 P-54 GETR-BA1-02A FLOW METER P-56 A

B B

p.55 BE-BA l -02 FLOW METER p.57 SEE E104 2 15 ro 8

i 15 2 SEE E104 12

'"""i3 BE-BA 1-03 FLOW METER A BE-BAl -04 FLOW METER SEE E104 2 15 14 15 P-58 B P-59 15 2 SEE E104 16 17 BE-BA 1-05 FLOW METER A BE-BA1-06 FLOW METER SEE E104 2 15

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---= 19 P-60 B P-61 20

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23 P-62 B 24 15 2 SEE E104 SPARE N/A 25 T 2 15 BE-BA 1-09 FLOW METER 26 PRELIMINARY - NOT

! 29 27 15 2 NIA SPARE B A

SPARE SPARE NIA NIA 1

1 15 15 28 30 FOR CONSTRUCTION

-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 120832 I contract drawing rev.

BMCD-GWREMED-E107 A sheet 9 of 14 sheets I file E107 .dwg

~TILITYPOLE no .J date J by J ckd I description I l (SHOWN FOR REFERENCE, DETAIL 1 LINE LEGEND GENERAL NOTES:

I PROVIDED BY VEOLIA DESIGN DRAWINGS) A 03/31/2 ACH SJD ISSUED FOR 90%

EC PROVIDED POWER FEED AND TERMINATION

1. SEE DRAWING E104 THROUGH E106 FOR CABLE AND DESIGN TTI I

~

EC PROVIDED CONTROL FEED AND TERMINATION VENDOR PROVIDED LEADS , EC TERMINATION ONLY 2.

CONDUIT SIZES FOR POWER AND CONTROL FEEDS.

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

KEYED NOTES :

0 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 PUMP WELL FEED.

0 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 ROSEMOUNT FLOW METER BOX FOR FLOW TRANSMITTER AND MAKE FINAL TERMINATIONS OF POWER FEED AND CONTROL FEEDS TO ROSEMOUNT PRESSURE SENSOR METER, REMOTE TRANSMITTER AND PRESSURE SENSOR FACTORY INSTALLED LEADS AS SEEN ON DETAIL 2 , THIS SHEET.

0 TO MCC TO CPP PLC VAULT ELEVATION N.T.S.

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

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.

VFD POWER FEED FLOW METER CONTROL FEED (TO CPP PLC)

VFD SPEED CONTROL FEED FLOW METER POWER FEED (TO MCC1 , PP-A, OR BA1 PP-2)

LEVEL SENSOR CONTROL FEED NEMA 6P JUNCTION BOX 0 ,--------7 NEMA6P J-BOX (FLOW TRANSMITTER)

I I

0 I SENSOR LEADS CONTROL FEED TO CPP .---------i------.>--.,-~~-'-----<

• BROWN _____ _

VAULT ------7 PLC BLACK - -----7 I I I I

PUMP WELL I I I LEVEL SENSOR L ________ J INSTALLED BY ROSEMOUNT FLOW METER (BY OTHERS) M.C.

ROSEMOUNT PRESSURE SENSOR (BY OTHERS) 0 0 VAULT PLAN N.T .S.

DETAIL N.T .S.

NEMA 6P JUNCTION BOX PRELIMINARY - NOT FOR CONSTRUCTION 0 ROSEMOUNT 8712 TERMINAL BLOCK

~BURNS ROSEMOUNT PRESSURE SENSOR '-.'-.M£DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 date detailed MARCH 2020 A. HIMES EGC designed checked A. HIMES S.DEFRANCESCO 7

POWER FEED TO

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CONTROL FEED I I

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I I ELECTRICAL DETAIL I (CONNECTION DETAILS)

---

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DETAIL 2 AND 3 LINE LEGEND project 120832 I contract EC PROVIDED CONDUCTOR AND TERMINATION drawing rev.

VAULT SCHEMATIC ----------------- VENDOR PROVIDED LEADS , EC TERMINATION ONLY N.T .S. --0-----0---- EC PROVIDED SHIELD WIRE AND TERMINATION BMCD-GWREMED-E201 A e EC PROVIDED TERMINATION POINT sheet 10 of 14 sheets file E201.dwg

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

COMPACTED BACKFILL EXTRACTION LINE 1 0 EC TO PROVIDE AND COORDINATE DUCT BANKS AND LATERALS WITH CIVIL AND MECHANICAL CONTRACTORS TO APPROPRIATE EQUIPMENT. EC TO PROVIDE MANUFACTURED OPEN BOTTOM PULL DESIGN SA FETY WARNING TAPE, TYP. ABOVE EACH PIPE, CONDUIT, OR GRID

- - - - ~ - - - - - - - - - ------>,,-- - - - - - - - I - - - - - - - - - + - - -~ - - - - - ' - - - - r EXISTING GROUND SURFACE 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.

TREATMENT DISCHARGE PIPE TO 0 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 .

WA OUTFALL 0 EC TO PROVIDE AND COORDINATE INSTRUMENTATION TRUNK AND r

LATERALS WITH CIVIL AND MECHANICAL CONTRACTORS TO APPROPRIATE EQUIPMENT. CIVIL TO PROVIDE MANUFACTURED SAND GRAVEL MIX EXISTING GROUND OPEN BOTTOM PULL BOXES POSITIONED TO ALLOW LATERAL FEED BACKFILL SURFACE AND NOT EXCEED CABLE PULLING T ENSIONS 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 6"-lf--f----ll-- BOX. SEE CIVIL DRAWINGS. REFER TO DETAIL 3, SHEET E203.

(MIN.)

SAFETY WARNING TAPE, TYP. ABOVE EACH PIPE , CONDUIT, OR GRID 6"

(MIN .)

04" INSTRUMENTATION CABLES CONDUIT 1" PVC (TYP) 0 DETAIL y-

~ SAND GRAVEL 000 N.T.S.

SECTION A; C004, C105 LL.I 0

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< 0::CL EXTRACTION LINE 1 Cimarron Environmental Response Trust SAND GRAVEL MIX ELECTRICAL DETAIL II 04" INSTRUMENTATION BACKFILL 04" INSTRUMENTATION (DUCT BANK DETAILS)

CABLES CONDUIT CABLES CONDUIT 08 0 project 120832 I contract drawing rev.

DETAIL N.T.S. N.T.S.

BMCD-GWREMED-E202 - A SECTION A; C004 , C105 SECTION E; C009 , C106 sheet 11 of 14 sheets file E202.dwg

no .I date I by I ckd I description GENERAL NOTES:

A 03/31/20 ACH SJD ISSUED FOR 90%

EGC. (P21) 1. SEE DRAWING E103 THROUGH E105 FOR CABLE ANO DESIGN CONDUIT SIZES.

PLTFRM PP-A 2. EC TO PROVIDE GROUNDING AND BONDING PER DETAIL 2 THIS SHEET.

XFMR PLTFRM

3. GROUNDING SHALL BE IN ACCORDANCE WITH THE 2014 14 STRAND #16AWG COPPER XFMR PLTFRM DISC NATIONAL ELECTRICAL CODE.

MOUNTED ON GUARDRAIL 7 XMFR PL TFRM

4. SEE SINGLE LINE DRAWINGS E101 AND E102 FOR I 15 KVA.

SIZINS OF NEUTRAL CONTRUCTORS AND EQUIPMENT

NEMA3R 4 GROUNDING CONDUCTORS (EGC) .

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

~ - - ~*I PP-A I I L_ __ _ _ _ __ _J 0 PLATFROM KEYED NOTES :

0 STEEL 0 EC TO PROVIDE XFMR FUSED DISCONNECT, XFMR, 0 MAIN SUPPORT STEEL

---l--,LCF--'---1-'-,-----"

C O LUM NS X 4 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 0 DECKING.

TWO (2) SEPARATE DOWN CONDUCTORS; 0 EC TO PROVIDE UNI STRUT SUPPORT STRUCTURE TO SECURE PERMANENT INSTALLATION OF ALL PROVIDED RTU CPP (CPP-3) 24 STRAND #14AWG COPPER, 1" C ELECTRICAL EQUIPMENT SPECIFIED THIS DRAWING.

PLTFRM PP-A PLTFRM PP-A UNISTRUT STRUCTURE TO BE BONDED TO EQUIPMENT AIR TERMINAL (TYP) RTU PLATFORM AND STRUCTURE. EC TO PROVIDE ONE CONVIENINCE GROUNDING AND RECEPTAC LE TO UNISTRUT SIDE WITH PNL-A, SOURCED 0

~LTFRM BONDING DETAIL FROM PNL-A UTILIZE GFCI WR RATED 20A DUPLEX IN N.T.S . NEMA3R BOX .

0 0 EC T O PROVIDE GROUNDING ELECTRODE TRIAD THAT IS SIZED BASED ON NEC TABLE 250.66 USING THE SEPARATELY DERIVED SYSTEM PHASE CONDUCTOR SIZE .

TYP . 0 EC TO PROVIDE FOUR (4) 18", 01/2" AIR TERMINAL MOUNTED AND BONDED TO PLATFORM RAILING .

0 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 .

RTU CPP (CPP-3) 0 EC TO PROVIDE UFER GROUND CONNECTION POINT TO FOUNDATION REBAR PRIOR TO CONCRETE POURING AND CONNECT TO GROUNDING AND BONDING SYSTEM WITH RTU CPP (CPP-3)

IRREVERSIBLE COMPRESSION CONNECTOR OR EXOTHERMIC WELD .

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

I FINISH GRADE SAFETY WARNIN PRELIMINARY - NOT TAPE(TYP .

PULL BOX FOR CONSTRUCTION (OPEN BOTTOM)

~BURNS

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AND STATUSES L _ _______________________ J sheet 13 of 14 sheets file E204 .dwg

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BMCD-GWREMED-E205 - A sheet 14 of 14 sheets file E205.dw

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

COMPACTED BACKFILL (SEE NOTES)

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(MIN .) SAND GRAVEL MIX CABLE FROM UTILITY TO WA BACKFILL (SEE NOTES) TREATMENT BUILDING 3" POTABLE WATER 8" TREATMENT SUPPLY PIPE TO WA 6" MIN ., TYP DISCHARGE PIPE TO TREATMENT BUILDING CLEARANCE BETWEEN WA OUTFALL PIPES/ CONDUITS 6" WA GROUNDWATER EXTRACTION LINE 1 INSTRUMENTATION CABLES ELECTRICAL WIRE CONDUIT GRID (SEE CONDUIT (SEE ELECTRICAL ELECTRICAL DRAWINGS FOR CONDUIT SIZES DRAWINGS FOR CONDUIT AND DETAILS). INCLUDES 1" FIBER OPTIC CABLE SIZES AND DETAILS)

/ CONDUIT FROM WA TREATMENT BUILDING TO WA RTU CABINET (SEE NOTE 10) - - - - -~ SECTION B NOT TO SCALE C004 SECTION NOT TO SCALE PIPE & CONDUIT TRENCH SECTIONS NOTES:

1. TRENCHES SHALL BE EXCAVATED IN ACCORDANCE WITH OSHA STANDARDS .

2. NUMBER OF CABLES AND ARRANGEMENT IN ELECTRICAL WIRE CONDUIT GRID MAY VARY, SHOWN FOR VISUAL CONCEPT PURPOSES SAFETY WARNING TAPE, TYP. ABOVE ONLY . SUBCONTRACTOR SHALL ORGANIZE CONDUITS/ WIRING IN A LOGICAL ARRANGEMENT. SUBMIT PROPOSED ARRANGEMENT EACH PIPE, CONDUIT , OR GRID EXISTING GROUND FOR APPROVAL AND PROVIDE AS BUil T CONDITIONS. SURFACE

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

4. 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").

~ PRELIMINARY - NOT

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

6. PLACE BACKFILL IN LOOSE LIFTS NOT TO EXCEED 6 INCHES IN THICKNESS . 4" BEDDING BELOW PIPING OR CONDUIT TO BE SAND GRAVEL MIX FOR CONSTRUCTION BACKFILL 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.

~BURNS

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

8. DISCHARGE PIPING TRENCH BACKFILL (BEDDING AND SOIL) SHALL BE COMPACTION TESTED IN ACCORDANCE WITH ASTM 06938 AT A 9400 WARD PARKWAY POWER SUPPLY CABLE/ CONDUIT FREQUENCY OF ONCE EVERY 300 LINEAR FEET. BACKFILL FAILING TO MEET COMPACTION REQUIREMENTS SHALL BE KANSAS CITY, MO 64114 (SEE ELECTRICAL DRAWINGS FOR 816-333-9400 RE-COMPACTED AND TESTED AT NO COST TO OWNER/ENGINEER.

CONDUIT SIZES AND DETAILS) OKLAHOMA FIRM LICENSEE NO. 421 2" HOPE SOR 11 INSTRUMENTATION CABLE/ date detailed

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

GROUNDWATER CONDUIT (SEE ELECTRICAL AND SHALL BE BACKFILLED WITH SAND. MARCH 2020 T. COLLINS EXTRACTION PIPE DRAWINGS FOR CONDUIT SIZES LATERAL---- AND DETAILS) designed checked

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

11 . 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 .

12. IF ROCK OR GROUNDWATER IS ENCOUNTERED AT SHALLOW DEPTHS ALONG TRENCH ALIGNMENT, MINIMUM PIPE/ CONDUIT COVER SECTION DEPTH MAY BE REDUCED TO 12" BELOW EXISTING GROUND SURFACE IF 6" MOUND ABOVE EXISTING SURFACE IS PROVIDED TO NOTTO SCALE 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 Cimarron Environmental Response Trust VALVE DETAILS. PIPE & CONDUIT TRENCH SECTIONS -

SHEET 1 project 120832 I contract _

drawing rev.

BMCD-GWREMED-C105 - A sheet 22 of 32 sheets file C105 PIPE-CONDUIT 1.DWG

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

NOTES)

DESIGN EXISTING GROUND SURFACE

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INSTRUMENTATION CABLE/

CONDUIT (SEE ELECTRICAL 2" HOPE SOR 11 DRAWINGS FOR DETAILS) GROUNDWATER INJECTION SUPPLY PIPES FIBER OPTIC CABLE/

CONDUIT (SEE ELECTRICAL DRAWINGS FOR DETAILS)

1. SEE SHEET C105 FOR PIPE & CONDUIT TRENCH SECTION NOTES.

SECTION NOTTO SCALE COMPACTED BACKFILL (SEE NOTES)

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BACKFILL (SEE NOTES) PRELIMINARY - NOT

<( Cl:'.'. 6" MIN ., TYP. CLEARANCE Cl..

~ - - -~ ~--+-

BETWEEN PIPES/ CONDUITS FOR CONSTRUCTION

~BURNS 2" HOPE SOR 11

~MSDONNE LL 4" HOPE SOR 11 TREATMENT INJECTION SUPPLY PIPES 9400 WARD PARKWAY ELECTRICAL WIRE CONDUIT GRID (SEE DISCHARGE PIPE KANSAS CITY, MO 64114 ELECTRICAL DRAWINGS FOR CONDUIT SIZES TO BA1 OUTFALL 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 AND DETAILS) , INCLUDES 1" FIBER OPTIC CABLE 6" HOPE SOR 17 BA1

/ CONDUIT FROM WA TREATMENT BUILDING TO date detailed GROUNDWATER CENTRAL CONTROL BUILDING (SEE NOTE 10, MARCH 2020 T. COLLINS EXTRACTION LINE 1 SHEETC105) - - - - - - - - - - - - ~ designed checked INSTRUMENTATION CABLES/ CONDUIT (SEE B.WEIS R. BETTMENG ELECTRICAL DRAWINGS FOR DETAILS)

SECTION NOTTO SCALE Cimarron Environmental Response Trust PIPE & CONDUIT TRENCH SECTIONS -

SHEET 2 project 120832 I contract drawing rev.

BMCD-GWREMED-C 106 - A sheet 23 of 32 sheets file C106 PIPE-CONDUIT 2.DWG

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

DESIGN FLANGED CONNECTION APPROXIMATE AREA OF OBSERVED VARIANCE IN TOPOGRAPHY FROM I THE CONTOURS SHOWN

.J CHECK VALVE - FIELD-VERIFY ACTUAL (TIDEFLEX SERIES 6.4' 35-1 OR APPROVED GROUNDWATER TREATMENT DISCHARGE PIPE (SIZE VARIES)

EQUAL) 10 .0' co:~:~,~~-~~

~

.J TRIANGULAR PLAN NOTTO SCALE (9 /

/ RIP-RAP CHANN

/

/ AND RIP-RAP APRO FLANGED GROUND SURFACE CONNECTION CHECK VALVE GROUNDWATER TREATMENT (TIDEFLEX SERIES DISCHARGE PIPE (SIZE VARIES) 35-1 OR APPROVED DETAIL EQUAL)

C005 BURIAL AREA 1 OUTFALL PLAN 6 #5 BARS EQ SP E.W.

_l ~__J 40' 80' 8"

SCALE IN FEET PRELIMINARY - NOT 6 #5 BARS EQ SP E.W. FOR CONSTRUCTION DETAIL WESTERN AREA OUTFALL PLAN C003 ~BURNS

~MS:DONNE LL SECTION NOT TO SCALE EB 25' 50' date 9400 WARD PARKWAY KANSAS CITY , MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 detailed CONCRETE HEADWALL STRUCTURE SCALE IN FEET MARCH 2020 T. COLLINS designed checked B. WEIS R. BETTMENG

.J4 4

. ., .J / ~ - - - - -- - 8' - - -- --~--<

D50 =18" RIPRAP 12 OZ./SY GEOTEXTILE 12 OZ./SY GEOTEXTILE Cimarron Environmental Response Trust OUTFALL DETAILS

1. 5 EQ SP E.W.

project 120832 I contract EB

1. TRANSITION TO TYPICAL CHANNEL SECTION SECTION OVER 15 FEET. TYPICAL CHANNEL SECTION 4 drawing rev.

NOT TO SCALE 2. SEE SHEET C300 FOR APPLICAB LE NOT TO SCALE CONCRETE WORK NOTES. BMCD-GWREMED-C107 - A sheet 24 of 32 sheets file C107 OUTFALL DETAILS .DWG

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

(TYP. OF 2, SEE \

DESIGN DETAIL 1, THIS SHEET) \

6" STD. wr OPEN-BOTTOM HOPE GALV. PIPE 2" OR 3" HOPE THREADED VAULT WITH LID END CAP , AS APPLICABLE (FI LLW/

CONCRETE) BACKFILL TO EXISTING , TYP.

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

HOPE TO GLV STEEL 8"(MIN.) AND LARGER MAINS TRANSITION COUPLING NOTES:

(TYP.)

EXTRACTION LINE HEAT 1. WHERE PRACTICAL CLEANOUTS BOLLARD NOTES: CAN BE GROUPED TOGETHER IN TRACE DETAIL 2

1. SUBCONTRACTOR SHALL PROVIDE HEAVY DUTY NOTTO SCALE MACHINE CUT DOGHOUSE A SINGLE VAULT.

NOTES: COO?

YELLOW HOPE PIPE GUARD COVER OVER ALL SHALL PROVIDE 2" CLEARANCE ON THE TOP AND SIDES 2. DIRECTION OF CLEANOUT SHALL PIPES 1. SUBCONTRACTOR SHALL SET TEST STATIONS AND LINE MARKERS FOR TRACER WIRE EVERY 1,000'. . BE AS INDICATED BY SYMBOL ON ALL LINE MARKERS AND TEST STATIONS SHALL BE PLACED AND MAINTAINED AS CLOSE AS DRAWINGS.

2. SUBCONTRACTOR SHALL VERIFY QUANTITY AND PRACTICAL TO THE UTILITY TRENCH . LINE MARKERS SHALL BE PLACED AT EACH CROSSING OF A WRAP LOWIER VAULT -@-=-DIRECTION OF CLEANOUT LOCATION OF BOLLARDS WITH ENGINEER PRIOR ROAD AND WHEREVER NECESSARY TO IDENTIFY THE LOCATION OF THE PIPE TO REDUCE THE SECTION WITH 12 OZ/SY TO CONSTRUCTION. DOUBLE WASHED -@- = - DIRECTION OF CLEANOUT POSSIBILITY OF DAMAGE OR INTERFERENCE. GEOTEXTILE TO RETAIN ROCK AND SOIL 2-INCH CLEAN STONE TYPICAL CLEANOUT AND FROM DOGHOUSE VOID BOLLARD DETAIL 2. THE FOLLOWING SHALL BE WRITTEN LEGIBLY ON A BACKGROUND OF SHARPLY CONTRASTING VALVE VAULT DETAIL NOTTO SCALE C013 COLOR ON EACH LINE MARKER NOTTO SCALE 005 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 CLAY & BAILEY #2007 MR PROVIDED SHALL BE FOR AN OPERATOR THAT CAN BE REACHED AT ALL TIMES.

OR APPROVED EQUAL - - - -- - - - - - - - - - - - - - - - - - - - - - 25' - - - - - - - - - - - - - - - -- - - - - - , ! ~ - - - ;

ACCESS ROAD >----- - - - 5' - - - ~-< ACCESS FINISH 9" 4000 PSI CONCRETE ROAD GRADE PRECAST SLAB AIR RELEASE VALVE (ARV) NOTES: \ _ _ 6" COMPACTED CRUSHED ROCK SUBGRADE LOW WATER CROSSING 5

1. AIR RELEASE VALVES SHALL

,....,, BE INSTALLED AT THE HIGH NOTES NOTTO SCALE CD14 z AIR RELEASE VALVE POINT OF ALL PRESSURE

~ 1/2" ANGLE HOSE VALVE WATER SYSTEM PIPING . 1. GRADE THE TOP OF SUBGRADE/GEOTEXTILE OF THE LOW WATER CROSSING TO THE MIDDLE OF THE CONCRETE FOR THE LOW WATER CROSSING.

1D 2. EXTEND GEOTEXTILE FABRIC OF THE IMPROVED CHANNEL DOWN THE FACE OF THE CONCRETE FOR THE LOW WATER CROSSING ON EACH SIDE.

2. AIR RELEASE VALVE VAULT 3/4" GATE VALVE SHALL BE DESIGNED FOR H20 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 TRAFFIC LOADING. 6-INCH THINKNESS OF AGGREGATE SHOULD CONSIST OF 2 INCHES OF FINE AGGREGATE MEETING THE REQUIREMENTS OF ASTM D448 NO. 10 (SCREENINGS) UNDERLAIN 2" FIBERGLASS BATTS@

BY 4 INCHES OF TYPE "A"' AGGREGATE MEETING THE REQUIREMENTS OF SECTION 703.01 OF THE ODOT 2009 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION .

MH WALL & PIPE ONLY 3. TWO PIPELINES SHOWN IN 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 DETAIL, ACTUAL NUMBER OF DETERMINED BY THE STANDARD PROCTOR TEST METHOD (ASTM 0698) .

~ PIPELINES MAY VARY.

co PRELIMINARY - NOT 7 4. ARV ASSEMBLY INSTALLED ON GROUNDWATER EXTRACTION PROPOSED EXTRACTION , PIPES SHALL NOT ALLOW FOR CONSTRUCTION INJECTION, OR SUPPLY PIPING DISCHARGE ON ANY BACK FILL D50= 6" RIPRAP EXTRACTED GROUNDWATER. TRENCH SPOILS 48" I.D. PRECAST 1/2" COMPACTED MANHOLE RISER AGGREGATE ~BURNS REINFORCING EQUAL AIR RELEASE VALVE DETAIL 4

~MSDONNELL TO ASTM C-478 NOT TO SCALE C200 9400 WARD PARKWAY STAKE 4' ON KANSAS CITY, MO 64114 TRENCH DETAIL CENTER (MAX.) 816-333-9400 SECTION VIEW OKLAHOMA FIRM LICENSEE NO. 421 date detailed SECTION VIEW MARCH 2020 T. COLLINS 15' FORWAA designed checked EX. GRADE ~ ,./ 8. WEIS R. BETTMENG 20'-0 t-------- - -----1----- - -- - - - - ,./

COMPACTED SOIL BACKFILL 6" PREPARED STRAW WATTLE DETAIL SUBGRADE ELEVATION VIEW NOT TO SCALE NOTES:

ROCK CHECK DAM DETAIL 7

1. EXCAVATE A 2"-3" DEEP X 9" WIDE TRENCH ALONG THE CONTOUR OF THE NOTTO SCALE CD14 SLOPE . EXCAVATED SOIL SHOULD BE PLACED UPSLOPE FROM THE ANCHOR Cimarron Environmental Response Trust TRENCH . NOTES:

MISCELLANEOUS DETAILS- SHEET 1

2. PLACE THE 9" WATTLE IN THE TRENCH SO THAT IT CONTOURS TO THE SOIL 1. CHECKDAMSSHOULDBECHECKEDFORSEDIMENT COMPACTED SUBGRADE EXISTING ACCESS ROADSIDE DRAINAGE CHANNEL, AS NECESSARY SURFACE. COMPACT SOIL FROM THE EXCAVATED TRENCH AGAINST THE WATTLE ON THE UPHILL SIDE. ADJACENT WATTLES SHOULD TIGHTLY ABUT.

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.

project 120832 I contract 12 OZ NON-WOVEN 3. SECURE THE WATTLE WITH 24" WOODEN STAKES EVERY 4' AND WITH A STAKE drawing rev.

TYPICAL ACCESS ROAD GEOTEXTILE ON EACH END. STAKES SHOULD BE DRIVEN THROUGH THE WATTLE LEAVING 2. REGULAR INSPECTIONS SHOULD BE MADE TO ENSURE THAT IMPROVEMENTS SECTION AT LEAST 2"-3" OF STAKE EXTENDING ABOVE THE WATTLE. STAKES SHOULD THE CENTER OF THE DAM IS LOWER THAN THE EDGES. BMCD-GWREMED-C108 A NOTTO SCALE BE DRIVEN AT A 35° ANGLE FROM PERPENDICULAR TO THE SLOPE FACE. EROSION CAUSED BY HIGH FLOWS AROUND THE EDGES OF sheet 25 of 32 sheets THE DAM SHOULD BE CORRECTED.

file C108 MISC DET 1.DWG

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

DESIGN BUILDING CLEANOUT

]ti -

<5, 1----~~;To 1-- PROFILE B

]~------- -------

L BUI LDING t-----t-<5'

___j MIN 4" ASTM D 3034 SOR 26 PVC MIN 5' 1,000 GALLON SEPTIC TANK J OUTLET IS 2" LOWER THAN INLET SEPTIC NOTES:

CLEAN OUT

- - . + - - - - MINS' SCHEMA TIC SEPTIC SYSTEM PLAN E9

1. 3" OR 4" PIPE THAT DELIVERS SEWAGE TO A NOTTO SCALE SEPTIC TANK SHALL BE INSTALLED WITH A NOTES:

MINIMUM FALL OF 1/4" PER FOOT.

1. SUBCONTRACT OR SHALL VERIFY SIZE , SPACING AND NUMBER OF \ _ SUBSURFACE ABSORPTION LINES SCHEMATIC SEPTIC LATERALS BASED ON SOIL PERCOLATION TESTING IN ACC ORDANCE (LENGTH AND NUMBER WILL VARY SYSTEM PROFILE WITH LOCAL, STATE AND FEDERAL REGULATIONS. BASED ON RES ULTS OF SOIL TEST) -

NOT TO SCALE 2. SEPTIC SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE 90' REQUIREMENTS LISTED IN OKLAHOMA DEQ TITLE 252 CHAPTER 641 .

(TYP.)

1/2" ~

y 24" 18" D50 = 12" RIPRAP PERFORATIONS

--. 8" MIN 3" PERFORATED PIPE 8 OZ WOVEN G EOTEXTILE FABRIC us 120 __1_

NW GEO TEXTILE F 12"

-o:r 14"-30" UNIFORM DEPTH I

MIN1 "

STORAGE

_ l MEDIA 12"

~

FABRIC (BY US FABRICS) l T _Li 6" PREPARED

~

4" HOPE SOR 21 ., . . , ., ~ ., ., ~ ., ., ' . SUBGRADE MIN1"--.

APPROVED WASHED PERFORATIONS STORAGE _J CLEAN 1" GRAVEL STAGGERED AT 12" O.C. NOTES MEDIA MEDIA IMPROVED CHANNEL TYPICAL EXTRACTION TRENCH 1. TAPER SIDE SLOPES TO LOW LATERAL DETAIL 2 NOTTO SCALE PERFORATED PIPE DETAIL WATER CROSSING OVER 15' NOTTO SCALE WHERE APPLICABLE .

NOTTO SCALE 995 995 BACKFILL MATE RIAL COMPACTED IN EXISTING 12 OZ. NON-WOVEN ACCORDANCE WITH GRADE GEOTEXTILE (REFER SPECIFICATION 312000 TO SPEC IFICATION

~ROAD 026613 FOR DETAILS) 990 3"0R4" SEPTIC LINE FINISHED GRADE PRELIMINARY - NOT 985

= *--~ 3' MIN. FOR CONSTRUCTIO N REPLAC ED SOIL, TYP .

980 980

~BURNS EXISTING GRADE 12 OZ. NON-WOVEN ~M~DONNELL SEPTIC TANK GEOTEXTILE (REFER 975 975 TO SPECIFICATION 9400 WARD PARKWAY 026613 FOR DETAILS) KANSAS CITY , MO 64114 0+00 1+00 2+00 816-333-9400 OKLAHO MA FIRM LICENSEE NO. 421 date detailed SEPTIC SYSTEM PROFILE B NORTHERN TRENCH MARCH 2020 T. COLLINS NO T TO SCALE C007 FACE designed checked

~ROAD B. WEIS R. BETTMENG 990 990 EXISTING GRADE FINISHED GRADE UNDISTURBED NATIVE 985 SILICA GRAVEL MATERIAL TYP .

980 ~'i'lc!=j¥£E~~illm~~I'i;l=i=]~Th:

42" RCP CULVERT ~;:;~~,~~~~~!=

---

. ....__ BOTTOM OF TRENCH Cimarron Environmental Response Trust 975 975

---

GCL (REFER TO PROFILE MISCELLANEOUS DETAILS - SHEET 2 UP2 INJECTION TRENCH TYPICAL FOR LIMITS)

GCL LINER DETAIL 970 970 NOTTO SCALE project 120832 I contract 0+00 1+00 1+75 drawing rev.

CULVERT PROFILE C NOTTO SCALE C007 BMCD-GWREMED-C109 A shee t 26 of 32 sheets file C109 MISC DET 2.DWG

no.I date I by I ckd I description MINIMUM 1.5' SOIL COVER A 3131 /20 BCW RTB ISSUED FOR 90%

DESIGN MIRAFI HP270 OR EQUIVALENT WOVEN 12" COMPACTED INDICATES AT BOTH ENDS GEOTEXTILE FABRIC AGGREGATE 18" MINIMUM EXISTING GRADE TYPICALLY 8" PREPARED REPRESENTED BY DASHED LINE SUBGRADE GEOTEXTILE LA YER NOTES:

TYPICAL ACCESS ROAD SECTION 1. ACCESS ROAD LATERALS VARY BASED ON 12"x36"x18" CONCRETE TOE WALL LOCATION ; SEE DRAWINGS C002 AND C003 NOT TO SCALE REINFORCE \/\/1TH #5 BARS AS FOR DETAILS .

SHOWN WITH 3" CLR AT ENDS END DETAIL NOTTO SCALE SHALLOW SLOPE WHERE THERE IS A BERM AT THE TOP OF THE SLOPE , BRING NOTE: THE MATERIAL OVER THE BERM AND BRING MATERIAL DOWN TO A LEVEL ANCHOR IT BEHIND THE BERM.

AREA BEFORE TERMINATING THE INSTALLATION. 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 STRET CH.

3. UPSLOPE ENDS OF THE BLANKET SHOULD BE BURIED IN AN ANCHOR SLOT NO LESS THAN 6-INCHES DEEP . TAMP EARTH PRELIMINARY - NOT 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 . FOR CONSTRUCTION

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 . ~BURNS

5. STAPLES SHALL BE PLACED DOWN THE CENTER , STAGGERED WITH THE EDGES AT 3-FOOT INTERVALS.

~MS:DONNELL C) MAINTENANCE & INSPECTION: 9400 WARD PARKWAY KANSAS CITY , MO 64114 INSPECT CONTROLS AFTER EACH RAIN EVENT OF 1/2 INCH OR GREATER, AND EVERY 7 DAYS UNTIL VEGETATION IS ESTABLISHED , 816-333-9400 FOR EROSION OR UNDERMINING BENEATH THE NETTING, BLANKETS , OR MATS. IF ANY AREA SHOWS EROSION, PULL BACK THAT OKLAHOMA FIRM LICENSEE NO . 421 PORTION OF THE MATERIAL , ADD SOIL, TAMP DOWN, AND RESEED ; RESECURE THE MATERIAL IN PLACE. IF NETTING, BLANKETS date detailed OR MATS BECOME DISLOCATED OR DAMAGED , REPAIR OR REPLACE , RESEED AND RESECURE IMMEDIATELY.

MARCH 2020 T. COLLINS

1. EROSION CONTROL BLANKET (ECB) AND INSTALLATION STAPLES , WHERE SPECIFIED ON THE PLANS , SHALL BE NORTH designed checked AMERICAN GREEN C125 OR APPROVED EQUAL , A MACHINE-PRODUCED MAT OF 100% COCONUT FIBER MATRIX WITH A B. WEIS R. BETTMENG FUNCTIONAL LONGEVITY OF APPROXIMATELY 36 MONTHS. CONTRACTOR SHALL INSTALL AND STAPLE ECB PER MANUFACTURER'S SPECIFICATIONS.

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 Northing Easting INJECTION WELLS DESIGN POINTS NORTHING EASTING Point# Northing Easting Point#

WELL (AMSL)

CP-1 T-64 321342 2091691 941 .19 18 320818 .17 2092614.04 NAME NORTHING EASTING 1 321036.14 2092669.57 CP-2 T-65 321569 2091814 938.77 GWI-WU-01 320692.9056 2092492.6255 2 320876.52 2092680.65 19 320850.07 2092665.95 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 Point Table Point Table GWI-BA1-02 322713.4885 2095434.8894 9 320934.88 2092860.71 26 320956.12 2092626.21 GWI-BA1-03 322811.6169 2095391.2572 Point# North ing 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 323380.7 131 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

- 12 321823 .5870 2092582 .2149 48 321861 .0968 2094695 ,9773 GE-WAA-09 321941.1480 2092819 .1028 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 4 322438 .7973 2095327 .8815 16 322366.3888 2095416.2080 GE-WAA-14 322918.2700 2092355.0100 ~

~ 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 19 322315.7378 2093414.6532 55 322792.1199 2095352 .5175 6

7 322477 .5538 322437 .5177 2095445 .4867 2095494.7580 18 19 322390.0747 322399.1438 2095375.6127 2095380.9042 GE-BA1-03 323067 .6514 2095356 .5726 i

---==

20 21 322362.3960 321753.4750 2093585.6259 2092326 .9361 56 57 322592.0713 322611.9866 2095528.3920 2095539.8088 8 322361 .1060 2095472.0763 20 322418.4359 2095396.7915 GE-BA1-04 GE-BA1-05 323175 .8704 323274 .6350 2095372 .9031 2095399.4934 9 322338.7550 2095439.5700 21 322432.2556 2095404.8548 PRELIMINARY - NOT

~ 22 23 321653.3528 321625.6723 2092135.5575 2092082.6477 58 59 322719.6519 322810.3381 2095566.4987 2095487 .7524 10 322392 .7750 2095415.9735 22 322414.1133 2095435 .9491 GE-BA1-06 GE-BA1-07 323365 .1337 323468.1612 2095440 .2589 2095481.9675 FOR CONSTRUCTION

! 24 321476.2765 2091838 .8213 60 322847.7425 2095455.0066 11 12 322404.3660 322372.1467 2095396.1077 2095359.4370 23 322400.2936 2095427.8858 GE-BA1-08 GE-BAW-09 323553.0807 323632.0229 2095545 .7679 2095630 .5372 t.9URNS 1

---=

25 26 27 321799.6722 321956 .9107 322316 .2988 2091786.6997 2091747.6563 2092558.6490 61 62 63 322878.6413 322951.8559 322969.9009 2095428.2195 2095364.4059 2095348 .6780 POINT TABLE FOR BA1 SEE SHEET COOS SUMPS

'1 M~DONNELL 9400 WARD PARKWAY KANSAS CITY , MO 64114 816-333-9400 28 322349.4158 2092558.7917 64 323050.5333 2095314.3418 NAME NORTHING EASTING OKLAHOMA FIRM LICENSEE NO. 421 Point Table Point Table 320322.1300 date detailed GETR-WU-01 2092485.4101 29 322560 .6161 2092880.7247 65 323077 .0762 2095321.4679 Point# Northing Easting Point# Northing Easting MARCH 2020 T. COLLINS GETR-WU-02 321274.0258 2091756.3395 30 323380.7131 2092183 .2678 66 323181 .0665 2095349.3868 1 321289 .5677 2091668.4913 13 321862.8182 2092624.7773 designed checked 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 11 321623.0248 2092110.8973 project 120832 I contract 12 321738 .9960 2092360.5510 POINT TABLE FOR NEW ACCESS ROAD SEE SHEETS C013 & C014 drawing BMCD-GWREMED-C111 sheet 28 of 32

- rev.

sheets A

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 EXISTING GRADE 1010 no.I date I by I ckd I description A 3/31/20 BCW RTB ISSUED FOR 90%

1005 WATF 1005 FINISHED GRADE 980 980 DESIGN FOUNDATION FENCE 1000 APPROX. 979 EXI STING GRADE 979 FF=995.25 FINISHED GRADE 978 978 995 /

977 977 990 990 976 976

---

----*- ~ ---

~

975 975 985 985 974 974 980 980 973 973 975 S=URALFILL MATERIAL (SEE 975 972 971 972

- - - - - - ---- - - - - - - - - -1 971 SPECIFICATIONS) 970 970 970 970

-0+50 0+00 1+00 2+00 4+00 969 969 WA TF SECTION EXISTING GRADE WATF

<Jil" C006 FINISHED GRADE 968 967 966

- - - - - - - - - - - - - - - - - - - - - - -~ - --

968

-96_7 966 FOUNDATION 1010 APPROX. 1010 965 965 1005 1005 1000 1000 975 995 995 974 990 990 973

_./

972 985 985 971 980 / ~ STRUCTURAL FILL 970 970 980 MATE RIAL (SEE

-0+50 0+00 1+00 2+00 SPECIFICATIONS) 975 975 970 / 970 SCALES HORIZONTAL:

BA1 SECTION VERTICAL:

-0+50 0+00 1+00 2+00 3+00 4+00 5+00 0 30' 60' 0 3' 6' liiiiiii,i I liiiiiii,i SCALES WA TF SECTION HORIZONTAL: VERTICAL:

@ SCALE IN FEET SCALE IN FEET 0 50' 100' 0 10' 20' liiliiiiiii,i-"'~--~~~~

SCALE IN FEET

- - SCALE IN FEET EXISTING GRADE CONNECTION TO INSTALL AIR RELEASE VALVE j 1015 EXISTING ALONG HWY 74 PRELIMINARY - NOT (APPROX.)

1010 FOR CONSTRUCTION 1005 1000 Cf. ROAD I

I

---

:____=:==---==---- --- ---------L-~----- -==-----== ~BURNS 995 I I

~M~DONNELL 990 I 985 I 9400 WARD PARKWAY KANSAS CITY , MO 64114 980 I 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 975 date detailed

-0+50 0+00 1+00 2+00 3+00 4+00 5+00 MARCH 2020 T. COLLINS 6+00 7+00 8+00 9+00 10+00 designed checked PIPE ALIGNMENT CLEANOUT B. WEIS R. BETTMENG 36" OF COVER MIN 1015 1010 1005 1000 995

-- 990

---

------ 985 980 Cimarron Environmental Response Trust 975 WESTERN AREA TREATMENT FACILITY AND 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 BURIAL AREA 1 SECTIONS, AND 20+00 WATF UTILITY TRENCH PROFILE WATF UTILITY TRENCH PROFILE project 120832 I contract _

drawing rev.

SCALES HORIZONTAL:

0 60' 120' VERTICAL :

0 15' 30' BMCD-GWREMED-C200 - A liiiiiii,i sheet 29 of 32 sheets SCALE IN FEET SCALE IN FEET file C200 WATF SECTIONS.DWG

no .I date I by I ckd I description 16'-0" REINF . PER SECTION A ,

INTENTIONALLY ROUGHENED SHEET C-301 A 3/31/20 SM SC ISSUED FOR 90%

DESIGN 3'-0" 4'-8" 8"

4'-8" 3'-0" TO a"AMPLITUDE - - - - ~

I

~ CL PEDESTAL CL PEDESTAL-:

1

1. 4@12" CENTERED . <1 "* ,:l VERTICALLY I 3 #4@ 12" ON I CENTER HORIZONTALLY 2" SAND

- -$----~ - ---$----

8" 0

~~~~~~~~~~~~q--4"ODOTBASE TYPE A AGGREGATE WW r

SECTION 1 - f f i wl 1 1 COMPACTED SOIL 111 1 1l w f f i - l I 0Cjjii~1,~2*- -4~*~ ~ ~ ~8' ~

liiiiiii!

SCALE IN FEET TYPICAL FOOTING SOIL PREP

_J

~

Cf) lJ..I r+ I I

"i'

"' PLATFORM COLUMN AND BASEPLATE BY PLATFORM ANCHOR BOLTS BY CONCRETE CONTRACTOR . SEE NOTE ON THIS DETAIL AND TYPICAL DETAILS ON C-30 2 oo PROVIDER Cl lJ..I I

a..

_J

(.)

yL PEDESTAL l

1'-8" 10" 10" ODOT BASE TYPE A _J (8) #6 VERT BARS

1. 5 @7" EWT&B AGGREGATE <1'.

1-(/)

lJ..I #4 TIES @ 8" OC ,

fil a..

a

~

UNO

µ,

(8) #6 STD HOOKS LAP ONTO PEDESTAL b VERT REINFORCING 60 DEG INCLINATION ED OF BACKFILL

~

SECTION EXISTING SOIL 0 1/2' 1' 2' SEE F~UNDATION DETAI L liiiiiii!

NOTE: SCALE IN FEET FOR REINFORCING FOUNDATION PLAN ANCHORAGE IS BASED ON PRELIMINARY PLATFORM REACTIONS .

1' 2' 4' ACTUAL REACTIONS SHALL BE SUBMITTED AND APPROVED PRIOR TO COMMENCING FOUNDATION WORK. CONTRACTOR SHALL NOT SCALE IN FEET PROCEED WITH FOUNDATION CONSTRUCTION WITHOUT WRITTEN NOTIFICATION FROM ENGINEER TO PROCEED .

10'-0" 3'-0" 4'-6" 2'-6" SECTION 0

liiiiiii!

1' 2' SCALE IN FEET 4' (9 KICK PLATE ALL AROUND PLATFORM CUTOUT SE-1 W/ GR-1 a..

1-9

_, -l---l~j;j

::::~;:::=~~~~~~::___ PRELIMINARY - NOT FOR CONSTRUCTION KICK PLATE ALL AROUND PLATFORM SE-1 W/ GR-1 ELEC PANEL. PROVIDE SUPPLEMENTAL CUTOUT ~BURNS STEEL TO SUPPORT PANEL. ""M£DONNELL 9 COORDINATE WITH ELEC CONTRACTOR PLATFORM BEAM FOR SUPPORT LOCATIONS

"'° SE-1 W/ GR-1 BY PLATFORM 9400 WARD PARKWAY KANSAS CITY, MO 64114 PROVIDER 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 o_, PLATFORM GRATING BY PLATFORM BRACING detailed (0 PLATFORM PROVIDER MARCH 2020 BY PLATFORM T. WILSON PROVIDER designed checked S. MORRIS S. CAMPBELL

--~ ELEC PANEL. PROVIDE SUPPLEMENTAL STEEL TO SUPPORT PANEL.

COORDINATE WITH ELEC CONTRACTOR LADDER BY PLATFORM PROVIDER PLATFORM COLUMN BY PLATFORM PROVIDER TOC EL = 937'-0" FOR SUPPORT LOCATIONS 9

ED SE-1 W/GR-1 SE-2 SECTION 0 1/2' 4' 8' PLATFORM liiiiiii! I FOUNDATION SCALE IN FEET BY CONCRETE CONTRACTOR Cimarron Enviornmental Response Trust L SE-1 W/ GR-1 SE-1 W/ GR-1 1 STRUCTURAL (9

FOUNDATION AND PLATFORM 4'-10" 2'-8" 2'-6" SECTION PLANS AND SECTIONS NOTES: 0 Iii-1/2' 4' 8' project 120832 I contract SCALE IN FEET

1. SEE CIVIL DRAWINGS FOR SITE LOCATION AND ORIENTATION PLATFORM PLAN drawing rev.

OF PLATFORM . FIELD VERIFY SITE LOCATION.

2. SEE ELECTRICAL DRAWING E203 FOR RTU INFORMATION. 1/2' 1' 2' C003 BMCD-GWREMED-C301 - A SCALE IN FEET sheet 31 of 32 sheets file C301 STRUCTURAL FOUNDATION AND PLATFORM.DWG

GENERAL NOTES: TYPICAL REINFORCING NOTES:

~

z no .I date I by I ckd I description

1. ALL DETAILS AND NOTES ON THIS DRAWING ARE , - - - - - - - - - - - - - - - - - , 1. REINFORCING BAR DEVELOPMENT AND LAP SPLICE LENGTHS SHALL BE AS SHOWN IN THESE DEVELOPMENT LENGTHS w A 13/31/201 SM I SC !ISSUED FOR 90%

HOO KEO BARS (fc = 4000psi)  ::ie BURNS & McDONNELL STANDARDS WITHOUT REINFORCING D~~~;~cio:~NT AND SPLICES TABLES UNLESS NOTED OTHERWISE ON THE DRAWINGS. DESIGN 0

RESPECT TO CONTRACTS. USE ONLY THOSE DETAILS BAR SIZE LENGTH OR w z [IJ BAR DEVELOPMENT LENGTH SPLICE LENGTH MIN EMBEDMENT AS CALLED FOR ON PLANS , SPECIFIED OR AS 2. THE LENGTHS SHOWN IN THE TABLES ARE BASED ON THE FOLLOWING CONCRETE COVERAGE AND REQUIRED TO ACCOMPLISH THE WORK.

SIZE OTHER TOP OTHER TOP REINFORCING C-C SPACING: #3 7" ~ a5

1. 3 1'-3" 1'-7" 1'-7" 2'-0" 10"

1. 4 1'-7" 2 '-1 " 2'-1 " 2'-8" BEAMS OR COLUMNS COVER .: 1.0bd (BAR DIAMETER) #4 L

2. ITEMS WHICH ARE TO BE FURNISHED AND INSTALLED CENTER TO CENTER (C-C SPACING.: 2.0bd. #5 1'-0"

1. 5 2'-0" 2 '-7" 2'-7" 3'-4" #6 1'-3" BY SEPARATE CONTRACTS ARE IDENTIFIED AND ALL OTHERS: COVER.: 1.0bd J~

1. 6 2'-5" 3'-1 " 3'-1" 4'-0" 117 1'-5" LABELED FOR EACH CONTRACT. CENTER TO CENTER SPACING .: 3.0bd

1. 7 3'-6" 4'-6" 4'-6" 5 '-1O" 118 1'-7"

3. CONCRETE COVER FOR REINFORCING (UNLESS # 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 1'-10" NOTED OTHERWISE): #9 4 '-6" 5'- 10 " 5 '- 10 " T-r FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE. # 10 2'-0"

~

A CAST AGAINST AND PERMANENTLY EXPOSED TO #10 5'-1" 6'-7" 6'-7" 8'-6" EARTH= 3" ~#_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 #11 2'-3" DEVELOPMENT LENGTH NOTES :

CRITICAL N d

B. EXPOSED TO EARTH OR WEATHER: CONDITIONS OCCUR

1. 6 THRU #18 BARS = 2" A) fc < 4000 psi SECTION  ;::

1. WHERE DWGS ARE DETAILED SIMILAR TO

~

1. 5 BARS. 5/8 "WIRE AND SMALLER= 1 1/2" B) fy > 60 ,000 psi C. NOT EXPOSED TO EARTH OR WEATHER:

1. SLABS , WALLS AND JOISTS

1. 8 AND LARGER BARS= 1 1/2"

1. 6 AND #7 BARS= 1" 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 .

[L DETAIL 2 , EXTEND THE EMBEDMENT LENGTH SUCH THAT THE HOOKED BAR CONTACTS THE LAYER OF MAIN REINFORCING SHOWN.

1. 5 AND SMALLER BARS = 314" 5. WHERE ARE SPLICES ARE STAGGERED SUCH THAT ONE-HALF OR LESS OF TOTAL REINFORCEMENT 12 DIA OF BAR I I RADIUS OF HOOK: 2. EMBEDMENT LENGTHS IN CHART ARE

2. BEAMS , GIRDERS AND COLUMNS: IS SPLICED WITHIN REQUIRED LAP LENGTH , SPLICE LENGTH MAY EQUAL DEVELOPMENT LENGTH. x -i:i-j 4xDIA OF BAR-#3 TO #8 BARS TYPICAL EXCEPT AS NOTED IN DETAIL 2, PRINCIPAL REINFORCEMENT, TIES, 5xDIA OF BAR-#9 TO #11 BARS 6xDIA OF BAR-#14 & #18 BARS OR AS INDICATED ON DRAWINGS.

STIRRUPS AND SPIRALS= 1 1/2" 6. CENTER TO CENTER SPACING (S) IS DEFINED AS BELOW

4. MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER INCLUDING SPLICE BARS , SHALL NOT BE LESS THAN:

A FOR COLUMNS & PEDESTALS:

OH'".S

• MAIN REINF o LAPPED REINF TYPICAL REINFORCING DEVELOPMENT AND SPLICES

1. THE DIAMETER OF THE BAR TIMES 1.5

2. 1 1/2" TYPICAL ANCHOR BOLTS NOTES:

D NOTE:

3. 1.33 TIMES THE MAXIMUM AGGREGATE SIZE.

B. FOR ALL OTHER BARS :

1. THE DIAMETER OF THE BAR

2. 1" T

- - - * --~/_A AND TOB ELEVATION

_S ~ NOTED ON PLANS

1. FOR MATERIAL PROPERTIES OF VARIOUS BOLT TYPES, SEE SPECIFICATIONS AND EXAMPLES, THIS DRAWING .

1. ALL DIMENSIONS , WELDS AND MEMBER SIZES ARE AS REQ UIRED BY DELEGATED DESIGN.

l CL COLUMN

3. 1.33 TIMES THE MAXIMUM AGGREGATE SIZE. :1<:j

/

,,.J MI Jo./-

[l_

1-----....__

TOC ELEVATION AS NOTED ON PLANS

2. ALL BOLTS TO HAVE "UNC"-CLASS 2A THREADS HEX NUTS AND STANDARD CUT WASHERS , UNLESS NOTED OTHERWISE . CL POST & BASE PL -

l I

5. CONCRETE REINFORCING DEVELOPMENT AND LAP I i"-1 1/2" MAX HEAVY HEX NUTS SHALL BE PROVIDED FOR HIGH STRENGTH V SPLICELENGTHS,HOOKEDBAREMBEDMENT [IJ LENGTHS , AND CONCRETE REINFORCING DETAILS SQUA PL: : > E NON-SHRINK GROUT ANCHOR BOLTS . / t,-BASE PLATE FOR WALL CORNERS AND INTERSECTIONS AS SHOWN ON THIS DRAWING ARE APPLICABLE TO ALL v=--<1'. 3. WELDING TO ANCHOR BOLTS WILL NOT BE PERMITTED.

s -_ H+

[I [ ~ ~

~~ ~-~ l ~ r T O PBASE OF PLATE DRAWINGS UNLESS OTHERWISE INDICATED.

WELD3 PTS \ i---I I LCL POST & BASE PL 0 I I I TOP OF

4. IF ANCHOR BOLT SPACING IS LESS THAN SQUARE PLATE SIZE , CONCRETE

6. THE DESIGN OF ALL PLATFORM DETAIL IS THE DAMAGE LAST THREAD TO I I I USE COMMON PLATE. CONTRACTOR TO CHECK AND I I I"' " ,,--/

1+1 RESPONSIBILITY OF THE PLATFORM PROVIDER. PREVENT REMOVAL OF BOLT p CURRENT DETAILS ARE ONLY PRELIMINARY OPTIONS COORDINATE.

I WHOSE USE IS UP TO THE DISCRETION OF THE PLATFORM PROVIDER. FINAL PLATFORM DESIGNS ELEVATION SHOULD FOLLOW THE PLATFORM PROVIDER'S OWN SCHEDULE I CRITERIA. D IA B I K Ip I SQUARE PL I REMARKS I

314" I 2" 1'-8" I 4112" I 5" I PL 1/2x3" SQ I I TYPICAL BASE PLATE TYPICAL ANCHOR BOLT GUARDRAIL

==--+----=:,!c::

J.

LADDER LOCATION

( G UARDRAIL II 2'-0"

/

5/8" DIA A325 SET a

BOLT W/ NUT WELDED TO PIPE SLEVE

~ ,,....---114" KICK PL ~1 I

,111=.....----< -.1~1

~

J _

~

GUARDRAIL POST

~ E= .,GUARDRAI:,

21/2" 21/2" 4

4" PRELIMINARY - NOT I ~ffi;, j co

• , ,_ .\

11 ----, "' ' GRATING OR CHECKERED PLATE FOR CONSTRUCTION SELF CLOSING 4 BOLT CONNECTION PL 318 "

SAFETY GATE FOR BOLTED CONN SECTION BOLTED SECTION WELDED OPEN AS SHOWIN NOTE: ~BURNS

~M~DONNELL

1. REFER TO GUARDRAIL DETAILS ON OTHER DRAWINGS . EDGES PLAN SELF CLOSING SAFETY GATE WITH GUARDRAIL DEFINED AS FOLLOWS:

EDGE TYPE\ r GUARDRAIL TYPE 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400

.::._wt GR---L OKLAHOMA FIRM LICENSEE NO . 421 2'-0" CLR date detailed UNO SE-1 L-1 GUARDRAIL\

EQ UNO! UN;v EO I /

r SAFETY GATE GUARDRAIL SE-2 (WITHOUT GUARDRAIL) 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 MARCH 2020 designed S. MORRIS checked T. WILSON S. CAMPBELL

==n:,,===i'.~11;:~1~~11rP= AS SPECIFIED 1. WHERE DETAILS INDICATE "GUARDRAIL POST',

MOUNTING )J BRACKET':/

I___ -- CL LADDER  ! BY PLATFORM PROVIDER GUARDRAILS SHALL BE PROVIDED AS SHOWN ON DETAIL GR- 1 ON THIS DRAWING UNLESS OTHERWISE INDICATED.

I TOP OF PLATFORM I I

~TIE! q1::::::=====~~

M '

~

I FINISH

2. GUARDRAIL LOCATIONS ARE INDICATED ON PLAN DRAWINGS AS SHOWN BELOW.

ELEVATION --'l'- - - - - --'f'- --'-'

FL=O

-

OR EDGE TYPE \ / GUARDRAIL TYPE GR-1 r l....wt GR-__L. I Cimarron Enviornmental Response Trust STRUCTURAL STANDARD DETAILS project 120832 I contract drawing rev.

BMCD-GWREMED-C302 - A sheet 32 of 32 sheets I file C302 STRUCTURAL STANDARD DRAWINGS.DWG