# APPENDIX A

## A-1 

## APPENDIX A

- Financial Assurance Documentation

Applicant will provide the permitting agency with the required financial assurance

documentation after the appropriate costs are proposed and validated by both parties. T he

Applicant will provide financi al assurance in a form approved by the permitting agency for AoR

corrective action, injection well plugging, post

- injection site care, and emergency and remedial

response.

The financial assurance plan will be submitted before or with the well completion r eport.

# APPENDIX B

## B-1 

## APPENDIX B – CO 2 

## Resistant Cement Technical Specifications

## B-2

## B-3

## B-4

## B-5

## B-6

## B-7

# APPENDIX C

# APPENDIX C

– Surface Facility Process Instrument Diagrams

The following are the surface facility process and instrument diagrams (PIDs) for the booster

pumps a nd the injection well. The applicant can upon request provide the agency a complete set

of P IDs but does not wish to make them a part of the permit package because they are considered

proprie tary and confidential.

These PIDs have been approved for engineering but are still under engineering review. Minor

details re lated to process control and instrument nomenclature may change during this review

period. The refore, the applicant will provide the permitting agency with the “as built” set of PIDs

befor e or with the well completion report.

# PIPING & INSTRUMENT DIAGRAM (P&ID)

C 

# D DRAWING NUMBER 

### PROJECT DATA

SIZE TYPE 

## ENGINEERING RECORD

DATE:

SCALE:



### DRAWN BY:

APPROVED BY: CHECKED BY: 03/10/11



### DKN

JKT

REVISION SEQUENTIAL DATE NO. REVISION CK’D APPR. BY 

### BSB JKT 03/21/11 A 

### - NONE -

PROCESS AREA 

# PRELIMINARY

180 / CORN PLANT

ISSUED FOR REVIEW 

# Z

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A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29

OF THE COMPANY. AUTHORIZED REPRESENTATIVE WITHOUT PERMISSION OF AN COPIED, LOANED OR USED BE PRINTED, PHOTOGRAPHED, MIDLAND CO. IT IS NOT TO PERTY OF THE ARCHER DANIELSTHIS DRAWING IS THE PROR-



# PRELIMINARY

DECATUR, IL 62525 DRAWING



### STATUS

JKT

DATE NO. REVISION CK’D APPR. BY LAST INSTRUMENT/VALVE NO. DATE BY 

# PIPING SYSMBOLS & DESIGNATION CODES

PROCESS GAS PROJECT 1096881 COVER SHEET-A

1041-PD-00A GPM FEET

HP XXXX XX XX XX PUMP NAME

PUMP ID NUMBER

Bu/hr

HP RPM XXX XXX XX,000 MILL NAME

MILL ID NUMBER CFM "W.C.

HP XXXX XX XXX XX BLOWER NAME

BLOWER ID NUMBER GPM FEET

HP RPM XXXX XX XX XX PUMP NAME

PUMP ID NUMBER

GPM FEET

HP RPM XXXX XX XX XX BLOWER NAME

BLOWER ID NUMBER

Bu/hr

HP RPM XXX XXX XX,000 MILL NAME

MILL ID NUMBER

GPM FEET

HP RPM XXXX XX XX XX PUMP NAME

PUMP ID NUMBER GPM FEET

HP XXXX XX XX XX PUMP NAME

PUMP ID NUMBER GPM FEET

HP RPM XXXX XX XX XX PUMP NAME

PUMP ID NUMBER GPM FEET

HP RPM XXXX XX XX XX PUMP NAME

PUMP ID NUMBER

2V2964

HVXXX 

### FLOW IN FLOW OUT 1000 (1000.1) (1000.2)

1000 = VALVE

1000.1 = FLOW INPUT

1000.2 = FLOW OUTPUT

ON NON-WELDED VALVE



### NOTE: .1, .2, AND OR .3 VOC #’S ARE NOT SHOWN ON DRAWING OR

LABELED IN FIELD, BUT MUST BE ADDED TO VOC DATABASES.

WELDED CONNECTIONS WILL NOT HAVE VOC #’S. (1000.1) (1000.2)

ON THREADED TEE EXAMPLE OF VOC NUMBERING EXAMPLE OF VOC NUMBERING

(1000) FLOW IN FLOW OUT (1000) (1000.1)

ON CONNECTORS* EXAMPLE OF VOC NUMBERING

1000 = FLOW INPUT

1000.1 = FLOW OUTPUT 1000 = BASE

1000.1 = LEFT/BASE

1000.2 = RIGHT/BASE

= CAP

= FLANGE/THREADED = TEE = PLUG CONNECTORS *FLANGE HAS ONLY 1 VOC NUMBER* * GPM(HOT SIDE)

GPM(COLD SIDE)

SQ FT XX XX XX HX ID NUMBER HX NAME 110 90

110 130

GPM(HOT SIDE)

GPM(COLD SIDE)

SQ FT XX XX XX HX ID NUMBER HX NAME 180 50

70 125 GPM FEET

HP RPM XXXX XX XX XX PUMP NAME

PUMP ID NUMBER

NAMING STYLE

AREA-IM-DWG NUMBER AREA-SS-DWG NUMBER AREA-IE-DWG NUMBER AREA-EQ-DWG NUMBER AREA-CV-DWG NUMBER AREA-BF-DWG NUMBER AREA-PF-DWG NUMBER AREA-PI-DWG NUMBER

0340 

# P&ID NUMBER PIPING MATERIAL CLASSES

CARBON STEEL



# INSULATION & PIPE

ANTI-SWEAT

COLD INSULATION

HEAT CONSERVATION

PERSONNEL PROTECTION

ELECTRIC TRACE

STEAM TRACE GUT TRACED LINE 

# TRACE CODES TYPICAL LINE NUMBER

INSULATION & PIPE TRACE CODE

RPM F

RPM

CONTINUOUS DRAINER)

FLEXIBLE JOINT

1/8" PER 1’0" SLOPED LINE 1/8" 1’ PINCH VALVE HAND OPERATED

CONTROL VALVE BLIND FLANGE

SPEC BREAK FOG NOZZLE

A B FLAME ARRESTOR CLOSED SPECTACLE BLIND OPEN SPECTACLE BLIND

FA

BUTTERFLY VALVE

THREE WAY VALVE

ANGLE VALVE

TRAP (OTHER THAN PLUG VALVE

BALL VALVE

NEEDLE VALVE

CHECK VALVE SYMBOL LINE SIZE CHANGE FLEXIBLE HOSE HOSE CONNECTION FLOW NOZZLE VENTURI OR TRACE WITH STEAM INSULATED LINE

INSULATED LINE ST



# VALVE SYMBOLS

GATE VALVE

GLOBE VALVE

DRAIN EXPANSION JOINT

STRAINER INLINE CONICAL [E] SHELL & TUBE CP - CORN PROBE CN - CONVEYOR CL - CLONE CH - CHUTE

EL - ELEVATOR ED - EDUCTOR DB - DISTRIBUTOR

DV - DRIVE CS - CLAM SHELL

DT - DOCKAGE TESTER DS - DEWATERING SCREENS DR - DRYER / AIR DRYER CY - CYLINDER CT - COOLING TOWER CR - COAL CRUSHER CF - CARBON FURNACE CC - CORN CLEANER

GM - GRIND MILL GE - GENERATOR GA - GATE FR - FILTER FN - FAN FL - FORK LIFT FE - FIRE EXTINGUISHER EXCHANGER

[B] BLOWER

JET CAVITY PUMP PROGRESSIVE

EXCHANGER PLATE HEAT

(TYPE 2) EXCHANGER PLATE HEAT

(TYPE 1) RPM

AGITATOR TOP MOUNTED

[E] SPIRAL HEAT

MIXER SIDE MOUNTED HEAD VESSEL ELLIPTICAL

WS - WATER SOFTENER

SECONDARY SUFFIXES

EQUIPMENT A,B,C - SPARE OR DUPLICATE N - NEW E - EXIST M - MODIFY PRIMARY SUFFIXES XX - PACKAGE ISOMETRIC STRUCTURAL INST/ELEC EQUIPMENT CIVIL/SITE BFD PFD P&ID TYPE DRAWING NUMBER

TYPE

DRAWING AREA

WR - WELDING PL - PAY LOADER

SR - SCRUBBER SH - SPRAY HEAD

SV - SOURCE VENT

VJ - VACUUM JET

WH - WATER HEATER VP - VACUUM PUMP RO - REVERSE OSMOSIS

RS - ROTARY STRAINER

SB - STARCH BEATER

TD - TRAYS, DISTILATION

VC - VAPOR COMPRESSOR

VI - VIBRATOR

VS - VESSEL TK - TANK

TR - TRANSFORMER SC - SCALE

SO - SILO PR - PRESS

PU - PUMP

IS

IHT IHE IHG IA

IC

IH AS

ES

FS BS

DS FUTURE PIPING

(SUPPLIED BY VENDOR) PACKAGE UNIT

TRACE WITH ELECTRIC INSULATED LINE EXISTING PIPING

ET BOUNDARY LIMITS SECONDARY FLOW FLOW MAIN PROCESS

& EQUIPMENT TAG STRAINER SYMBOL BIRDSCREEN VENT WITH

WITH VALVE LINE STRAINER VENT LOOP SEAL 

## PROCESS PIPING PROCESS PIPING

AC - AIRCOMPRESOR

BE - BUCKET ELEVATOR AL - AIR LOCK AG - AGITATOR

BP - BACKFLOW PREVENTER BO - BOILER BN - BIN, STORAGE BL - BLOWER BH - BAGHOUSE BG - BAGGER 

# EQUIPMENT DESIGNATIONS

SUFFIX (SECONDARY)

SEQUENCE NUMBER

EQUIPMENT DESIGNATION

AREA NUMBER SUFFIX (PRIMARY)

W/ RIGHT SIDED

DISCHARGE

DOMETANK NORMAL TANK

STEEP TANK 

## EQUIPMENT EQUIPMENT

MC - CENTRIFUGE LO - LOCOMOTIVE HM - HAMMER MILL

MS - MISCELLANEOUS

OD - OVERHEAD DOOR ML - MAN LIFT AIR CONDITIONER

MO - MOTOR

MX - MIXER HO - HOIST 1020

-

PU 01

-

E A

NOMINAL SIZE

C

D

E B A

300# RF 6" P LINE NUMBER PIPING MATERIAL CLASS

PID NUMBER

COMMODITY CODE 

## GENERAL GENERAL

SODA ASH LIGHT

SOFTENED RO WATER

STARCH SLURRY SODA ASH HEAVY SLUICE WATER SANITARY SEWER RO WATER

0730IM05 1010SS01 1143EQ21 0790CV05 0410BF12 0310PF02 EXAMPLE

0780IE14 0252PI06 - - PF 01

STS SAL

SRO SAH SEW SS RO REFRIGERATED COOLING WATER SUPPLY

PROCESS WATER PROCESS VAPORS PROCESS SEWER PROCESS AIR - STERILIZED PROCESS PRIMARY SLUDGE PHOSPHORIC ACID NATURAL GAS MILL WATER MILL STARCH LIGHT STEEP WATER/STILLAGE/BACKSET INSTRUMENT AIR SUPPLY HYDROCHLORIC ACID HOT WATER HEAVY STEEPWATER GLUTEN LIGHT GLUTEN HEAVY GLUTEN FILTRATE GLUTEN DRY GERM SLURRY GERM FILTRATE GERM DRY FLOOR DRAIN FIRE WATER

IA

VPR

RCWS RCWR PW PS PAS P

REFRIGERATED COOLING WATER RETURN MW

PRS CHP NG LSW

MS GLF

HCL HSW GL GH GF

GT GS GE FD RW FIBER DRY

ENZYME GLUCO DILUTE NaOH DENATURED ALCOHOL DEFOAMER CORN FINES COOLING WATER SUPPLY COOLING WATER RETURN CONDENSATE PROCESS CLEANING FLUIDS (CAUSTIC) RETURN CLEAN FLUIDS SUPPLY

CAUSTIC 50% BEER BAGHOUSE EXHAUST AUXILIARY CHEMICALS ANHYDROUS ALCOHOL 15# STEAM 150# STEAM 

# COMMODITY CODES

CIPS 1020-01 01 C

DNA

ENZC

FS FF F ENZA CSD

ENZYME ALPHA DF CF CWS CWR CP CIPR IH AMMONIA CHA

B TA BW CH ETH

BACKWASH STML STM 

## GENERAL

FIBER FILTRATE

FIBER SLURRY

WELL WATER WATER SULFUR DIOXIDE WATER SEAL (PUMPS) WASTE WATER CAUSTIC WASTE WATER ACID VACUUM FLUSH WATER UTILITY CONDENSATE UTILITY AIR TEMPERED COOLING WATER SULFURIC ACID SULFUR DIOXIDE LIQUID SULFUR DIOXIDE GAS STEEPED CORN STARCH WASH WATER

CHS

WW PSD WSL WP WATER POTABLE C

WWC WWA VFW A TCW SD SDG SC SWW

TW TEMPERED WATER

VENT V AREA-GA-DWG NUMBER GENERAL

ARRANGEMENT 1100GA01 BSS BISODIUM SULFITE ANAEROBIC SLUDGE ANS

ANAEROBIC EFFLUENT ANE

BG BIOGAS

PEF PRIMARY EFFLUENT

RAW WASTE WATER RWW

SECONDARY EFFLUENT SEF

TRS TERTIARY RESIDUAL SOLIDS

TEF TERTIARY EFFLUENT

WASTE ACTIVATED SLUDGE WAS

WWD WASTE WATER DRAIN

WASTE WATER OVERFLOW WWO

WASTE WATER TREATMENT SUMP WTS 

# PLANT AREA

PROCESS UNIT

AREA NUMBER DESCRIPTION

AREA NUMBERS FOR THE

PLANT ARE ON THE 3rd LEAD

SHEET, TITLED " LEAD3.DWG" PWW PRIMARY WASH WATER CI

CI - CHILLER

EW - EYE WASH/

SAFETY SHOWER

GD - GRATE DRIVE

HE - HEAT EXCHANGER/

ECONOMIZER HS - HOSE STATION

HY - HYDRAULIC SYSTEM/

OILERS

MA - MAGNET

MCC - MOTOR CONTROL

CENTER

RECEPTACLE

R - REMOVED

RL - RELOCATED RN - RENAMED, RENUMBERED

D - DELETED

SG - SWITCH GEAR

UV - ULTRAVIOLET LIGHT SD - STOKER DRIVE

RL/RN - RELOCATED, RENUMBERED E/RN - EXISTING, RENUMBERED BR - BURNER/ OXIDIZER

SALT

SALT BRINE SBR SLT RO CONCENTRATE ROC LIME CLARIFIED

LIME CLARIFIED SLUDGE LC

LCS FILTER PRESS FILTRATE FPF

RW - ROTARY DEWATERING

SCREEN

DC - DECANTER

RC RECLAIM WATER

RWP RURAL WATER POTABLE AB - ASH BREAKER

AH - AIR HANDLER

AS - AUTOSAMPLER AM - ATOMIZER

AR - AERATOR

BU - BUGLIGHT

CA - CLEANING ARM

DA - DRAIN ALL

DO - DOCK DN - STORM DRAINS DH - DEHUMIDIFIER

EJ - EXPANSION JOINT

EM - CONTINUOUS

EMISSION CONTROL

FH - FIRE HOSE FG - FLOW GLASS

FS - FIRE HOSE STATION

FY - FIRE HYDRANT

HC - HEATING/COOLING HR - HEATER- POTABLE

LG - LEVEL GLASS

MD - MAN DOOR/

METAL DETECTOR

MV - MOTOR VEHICLE

PA - PUBLIC ADDRESS

SYSTEM

PZ - PALLETIZER

SW - RAIL SWITCHES

TP - STEAM TRAP

TU - TURBINE

UL - UNIT LOCATION

UP - UPS SYSTEM NITROGEN N

DIAPHRAM AIR

PUMP



# VOC LEGEND SIZE

SIZE

SIZE

SIZE

SIZE

SIZE

SIZE

SIZE



# T

SIZE

SIZE CO2 CARBON DIOXIDE - GAS\LIQUID

150# RF CARBON STEEL

600# RF CARBON STEEL

900# RF CARBON STEEL

1500# RF CARBON STEEL

150# RF 316L STAINLESS STEEL

300# RF 316L STAINLESS STEEL

600# RF 316L STAINLESS STEEL

900# RF 316L STAINLESS STEEL

1500# RF 316L STAINLESS STEEL

SIZE HTW CAUSTIC 50% CS

CTW



### BSB JKT 03/25/11 B JKT ISSUED FOR FINAL REVIEW CENTRIFUGAL PUMP

W/ LEFT SIDED

DISCHARGE

CENTRIFUGAL PUMP



### LIQUID RING

SEAL PUMP

(BELT DRIVE)

VACUUM PUMP

(ROOTS TYPE)

GEAR PUMP

ROTARY PUMP



### RECIPROCATING

PUMP

METERING



### PUMP VESSEL

MILL MILL HEAT EXCHANGER 

## GENERAL

PKG UNIT



### BSB 

### JKT 04/18/11 C JKT ISSUED FOR APPROVAL

# PIPING & INSTRUMENT DIAGRAM (P&ID)

C 

# D DRAWING NUMBER 

### PROJECT DATA

SIZE TYPE 

### ENGINEERING RECORD

DATE:

SCALE:

DRAWN BY:

APPROVED BY: CHECKED BY: 03/11/11



### DKN

JKT

REVISION SEQUENTIAL DATE NO. REVISION CK’D APPR. BY DKN JKT 03/11/11 A 

### - NONE -

PROCESS AREA 

# PRELIMINARY

180 / CORN PLANT

ISSUED FOR REVIEW 

# Z

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A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29

OF THE COMPANY. AUTHORIZED REPRESENTATIVE WITHOUT PERMISSION OF AN COPIED, LOANED OR USED BE PRINTED, PHOTOGRAPHED, MIDLAND CO. IT IS NOT TO PERTY OF THE ARCHER DANIELSTHIS DRAWING IS THE PROR-



# PRELIMINARY

DECATUR, IL 62525 DRAWING

STATUS

JKT

DATE NO. REVISION CK’D APPR. BY LAST INSTRUMENT/VALVE NO. DATE BY 

# 1041-PD-00B PROCESS GAS PROJECT 1096881 COVER SHEET - B INSTRUMENTATION SYSMBOLS & NOTES PSV PSV PSE

PSV PSE TCV PCV NV

XXX HIC

XXX LAH

XXX

ZS0

XXX

ZSC

XXX 

### CHARACTERIZE f(x)

DISTRIBUTED CONTROL

AUXILIARY OPERATOR

DOCUMENTS DETAILED ON OTHER COMPLEX INTERLOCK LOGIC NO OPERATOR INTERFACE DISTRIBUTED CONTROL WITH OPERATOR DISTRIBUTED CONTROL SERVICES OR FUNCTIONS INSTRUMENT WITH TWO ON LOCAL PANEL INSTRUMENT MOUNTED BEHIND PANEL INSTRUMENT MOUNTED INSTRUMENT FRONT PANEL MOUNTED INSTRUMENT LOCALLY MOUNTED 

# INSTRUMENT SYMBOLS

HAND (MANUAL) ELECTRIC MOTOR

TURBINE METER

ELECTRICALLY TRACED

& INSULATED EQUIPMENT INSULATED EQUIPMENT

TEL 

### INTERFACE BALANCE POINT HEAT & MATERIAL GAUGE GLASS WITH P

ANGLE VALVE INSTRUMENT PURGE

INTERFACE TEMPERATURE DEVICE MAGNETIC FLOW METER

FLAME ARRESTOR

WITH THERMOWELL ROTAMETER ORIFICE FLOWMETER

SOLENOID OR

(LINE ACTUATED)

PRESSURE AND VACUUM SPECIAL LARGE VACUUM

(WEIGHT LOADED) RELIEF VALVE PRESSURE AND VACUUM PRESSURE RELIEF VALVE



## VB

(SPRING LOADED) RELIEF VALVE CONTROL VALVE

(FAIL CLOSE)

FC (FAIL OPEN)

CONTROL VALVE HANDWHEEL) (WITH SIDE MOUNTED CONTROL VALVE

FO VACUUM RELIEF VALVE RUPTURE DISK VACUUM 

# SELF-ACTUATED DEVICE RESISTANCE PNEUMATIC LIGHT BEAM SONIC SIGNAL OR ELECTROMAGNETIC HYDRAULIC CURRENT VOLTAGE

PRESSURE SAFETY RELIEF RUPTURE DISC PRESSURE TEMPERATURE REGULATOR

RELIEF RELIEF PRESSURE REGULATOR (FOR INPUT/OUTPUT) LOW-SELECTOR HIGH-SELECTOR

: BOOST - + I O

BIAS < >

O

R P H I E

BACK PRESSURE VALVE (SELF CONTAINED) BACK PRESSURE REGULATOR

CONTROL VALVE F.C. (FAIL CLOSED) F.O. (FAIL OPEN)



### VALVE BUTTERFLY CONTROL WITH MANUAL RESET

CONTROL VALVE SOLENOID OPERATED THREE WAY VALVE SOLENOID OPERATED CONTROL VALVE THREE WAY VALVE



## R ANGLE CONTROL 

# REMOTE ACTUATED

VALVES INTEGRAL PILOT CYLINDER WITH CYLINDER DOUBLE CYLINDER SINGLE OR DIFFERENTIAL PRESSURE BALANCE DIAPHRAGM 

# SYMBOLS CONTROL VALVE ACTUATOR

PIPING

INSTRUMENT CONNECTION ORIFICE FLANGES

AND PLATE

CAPILARY SIGNAL ELECTRICAL SIGNAL PNEUMATIC SIGNAL TO PROCESS EQUIPMENT FUTURE PIPING OR

ACTION ACTION PROCESS OR UTILITY 

# GENERAL SYMBOLS

DESIGNATION SIGNAL EXTRACT SQUARE ROOT DERIVATIVE OR RATE INVERSE DERIVATIVE ANALOG DIGITAL SEE LIST BELOW

RAISE TO POWER AVERAGE INTEGRATE REVERSE *RELAY

: X Y

C 

### X

ADD AVG . . DIVIDE I REV

GAIN Y *

A D

D I D I-O

X S

DIFFERENCE

MULTIPLY SOLENOID

ON - OFF 

# RELAY FUNCTION LIST

INSTRUMENT NUMBER

VARIABLE FUNCTION SHEET

F IC 1020 000 

# TYPICAL INSTRUMENT NUMBER

BLINDED AS DETERMINED BY PIPING MATERIAL ALL VALVES OPEN TO ATMOSPHERE ARE PLUGGED OR ALL VALVED VENTS AND DRAINS ARE 3/4" UNLESS PARTICULAR PIECE OF EQUIPMENT. DRAINS, SC., LG., LS. & LC. COMM. ON THAT VESSEL TRIM LINE NUMBER ETC. APPLIES TO VENTS,

SPECIFICATIONS. NOTED OTHERWISE. 

# GENERAL NOTES

2.

3. 1. FAIL LOCK IN POSITION

FL

TEMPORARY STRAINER

STEAM OUT CONNECTION PUMP OUT CONNECTION MANWAY INSPECTION OPENING

VENT SAMPLE CONNECTION NORMALLY CLOSED

SC

V TS SO PO NC MW IO FURNISHED AND PIPED

FURNISHED WITH MAJOR EQUIPMENT INSTRUMENT AIR SUPPLY 

# GENERAL IDENTIFICATION

FAIL OPEN FAIL CLOSED DIAPHRAGM SEAL DRAIN CAR SEAL OPEN CAR SEAL CLOSED

DS

F & P (F) FO FC D CSO CSC AS R RADIATION

X LIMIT W WEIGHT V VIBRATION FUNCTION MEASURED VARIABLE

Z ACTUATOR Y RELAY W WELL V VALVE T TRANSMIT S SWITCH OR SAFTY R RECORD Q INTEGRATE L LOW OR LIGHT I INDICATE H HIGH G GLASS F RATIO E PRIMARY ELEMENT D DIFFERENTIAL C CONTROL A ALARM (SUCCEEDING LETTERS)

U MULTIVARIABLE T TEMPERATURE M MOISTURE/HUMIDITY

S SPEED Q QUANTITY P PRESSURE TIME

L LEVEL J POWER I CURRENT

K O E VOLTAGE (EMF) C CONDUCTIVITY B BURNER FLAME

G GAUGE

H HAND F FLOW D DENSITY A ANALYSIS (FIRST LETTER)

ORIFICE RESTRICTION 

# INSTRUMENT IDENTIFICATION

(SOFTWARE OR DATA LINK) INTERNAL SYSTEM LINK

VENT

TO

ATM INST.

A.S. TYPICAL EXAMPLE

FOR COMPUTER

FUNCTION/ALARM

(IF APPLICABLE)



# TYPICAL CONTROL FOR ALL ON/OFF

VALVES FROM HONEYWELL DCS N MICROPROCESSOR ON/OFF EXISTING EQUIPMENT

AREA

01

CORIOLIS METER Y EVENT STATE OR PRESENSE

Z POSITION

NOTED OTHERWISE. 4. ALL CONTROL VALVES ARE FAIL OPEN UNLESS



### BSB JKT 03/25/11 B JKT ISSUED FOR FINAL REVIEW BSB JKT 04/18/11 C JKT ISSUED FOR APPROVAL 

### S

OPERATOR RELIEF 

# GENERAL SYMBOLS

FO

XXX

FT

XXX

FE MAG

XXX FT MAG

XXX

FE

XXX

TI

XXX

FE

XXX

I

UE

MASS XXX UT

XXX FT

XXX DT

XXX TT

XXX

# PIPING & INSTRUMENT DIAGRAM (P&ID)

G 

# D DRAWING NUMBER 

### PROJECT DATA

SIZE TYPE 

## ENGINEERING RECORD

DATE:

SCALE:

DRAWN BY:

APPROVED BY: CHECKED BY: 10/05/10



### DKN

JKT

REVISION SEQUENTIAL DATE NO. REVISION CK’D APPR. BY DKN JKT 10/04/10 A 

### - NONE -

PROCESS AREA 

# PRELIMINARY

180 / CORN PLANT

ISSUED FOR REVIEW 

# 1041-PD-13 

# Z

Y

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A B C D E F G H I Z

Y

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A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29

OF THE COMPANY. AUTHORIZED REPRESENTATIVE WITHOUT PERMISSION OF AN COPIED, LOANED OR USED BE PRINTED, PHOTOGRAPHED, MIDLAND CO. IT IS NOT TO PERTY OF THE ARCHER DANIELSTHIS DRAWING IS THE PROR-



# PRELIMINARY

DECATUR, IL 62525 DRAWING

STATUS

JKT

DATE NO. REVISION CK’D APPR. BY LAST INSTRUMENT/VALVE NO. DATE BY 

# COMPRESSION SYSTEM

PIPELINE

DKN JKT 11/24/10 B ISSUED FOR REVIEW JKT DKN JKT 01/31/11 C JKT ISSUED FOR APPROVAL 1041-PU-754A 1041-PU-754B 1041-PU-754C

MFG: WOOD GROUP MODEL: SJ0270 (TJ9000)/26

MOTOR: 200 HP, 460/60 HZ/3PH

DISCH PRESS.: 2530 PSIG(MAX)

FLOW: 274.5 US GPM @ 3,570 RPM

MAT’L: 316 S.S. WETTED MFG: WOOD GROUP MODEL: SJ0270 (TJ9000)/26

MOTOR: 200 HP, 460/60 HZ/3PH

DISCH PRESS.: 2530 PSIG(MAX)

FLOW: 274.5 US GPM @ 3,570 RPM

MAT’L: 316 S.S. WETTED MFG: WOOD GROUPMODEL: SJ0270 (TJ9000)/26

MOTOR: 200 HP, 460/60 HZ/3PH

DISCH PRESS.: 2530 PSIG(MAX)

FLOW: 274.5 US GPM @ 3,570 RPM

MAT’L: 316 S.S. WETTED 

# 1041PU754C

CO2 MULTISTAGE



# 1041PU754B

CO2 MULTISTAGE

CENTRIFUGAL PUMP CENTRIFUGAL PUMP



# 1041PU754A

CO2 MULTISTAGE

CENTRIFUGAL PUMP

MULTISTAGE CENTRIFUGAL PUMP MULTISTAGE CENTRIFUGAL PUMP MULTISTAGE CENTRIFUGAL PUMP 1041-PD-18 1041-HE-704B FROM 4TH STAGE AFTERCOOLER

1041-PD-40 1041-WHD-001 TO WELLHEAD

1041-PD-37 1041-HE-904B FROM 4TH STAGE AFTERCOOLER

9 OF 11 FROM EXISTING CO2 PHASE 1 6" X 8" TIT 1041-PD-18 TAHH SET@

101 F ^ ^

TAH SET @

99 F

TI RIO PI

006

RIO

PIT

006HV022-8" 

### 8" X 6" 8" X 6" 8" X 6"

NV754D-6" NV754E-6" HV754F-6"

HV028-6" FALL SET @

200 MTD 006

FAL SET @

240 MTD 006

FI

006

RIO

FC

006

FIT

006

6" X 8" 8" X 6"

FE

006 ZSC

001 ZSO

001 RIO

001 HS MAN-AUTO

001

NV

022 1041-PD-11 TO VENT HDR

1041-PD-11 TO VENT HDR



# M M M VFD

754C

VFD

754B

VFD

754A NV754C-4" CV005-4" 4" X 8" 1041-PD-11 TO VENT HDR

HV004-6" HV011-6" HV018-6"

NV754B-4" CV006-4"

NV754A-4" CV007-4" 4"-V-1041-13-836-BS

4"-V-1041-13-837-BSNV023-8"



### DKN JKT 02/03/11 D JKT ISSUED FOR APPROVAL P

(FULL FLOW) NOTE 1, 6 

# NOTES:

PSV SET @

PSIG 084A PSV SET @

PSIG 084B

P

(FULL FLOW) NOTE 1, 6 PSV SET @

PSIG 083A PSV SET @

PSIG 083B 1041-PD-11 TO VENT HDR P

(FULL FLOW) NOTE 1, 6 PSV SET @

PSIG 082A PSV SET @

PSIG 082B

006A

TIT

006B

TIT

006C TIC-707D

L.P.D.HV026-"



### L.P.D.HV025-"HV017-"HV010-"HV003-"HV019-"HV021-"HV012-"



### HV014-"HV005-"HV007-"HV030-"HV033-"



### HV028-6" HV029-6" HV031-6"

HV032-6"

HV034-6"

BSB JKT 03/04/11 E JKT ISSUED FOR BID8"-CO2-1041-13-133-E



### 6"-CO2-1041-18-130-E

6"-CO2-1041-37-129-E

6"-CO2-1041-13-132-E E F 8"-CO2-1041-18-130-E 8"-CO2-1041-13-200-F

P-130-E P-200-F 4"-V-1041-13-835-BS 2" X 4"

2" X 4"

2" X 4"1"1"1" 

### 2580 2580 2580 2580 2580 2580

BSB JKT 03/25/11 F JKT ISSUED FOR FINAL REVIEW 04/18/11 G DKN JKT JKT8"-CO2-1041-13-131-F



### CSC DIFFUSER3"X6"



### 3" 6"-V-1041-13-001-FHV037-"



### HV036-"HV035-" 

### 1041-PD-37 TAHH SET@

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TO: CO2 PHASE 1

4TH STAGE AFTERCOOLER TCV ZSC

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NV

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754E 754E HS MAN-AUTO

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023 NV

ISSUED FOR APPROVAL FO

FO

FOFO



### HV027-8" HV024-8" NC NCFOFCNV001-3"



### FO

FO FO1"1" 

### 1. PROVIDED BY VENDOR, SHIPPED LOOSE, INSTALLED BY ADM.

(FIELD WIRING/TUBING/PIPING BY ADM AS REQUIRED)

2. PROVIDED BY VENDOR, SHIPPED LOOSE, INSTALLED BY ADM,

FIELD WIRING/TUBING BY ADM.

3. INSTALLED ON COMPRESSOR SKID.

4. ALL ISOLATION AND AUTOMATED VALVES ON MAIN CO2 PIPING

SHALL BE FULL PORT BALL VALVES.

# PIPING & INSTRUMENT DIAGRAM (P&ID)

E 

# D DRAWING NUMBER 

### PROJECT DATA

SIZE TYPE 

## ENGINEERING RECORD

DATE:

SCALE:

DRAWN BY:

APPROVED BY: CHECKED BY: 12/16/10



### DKN

JKT

REVISION SEQUENTIAL DATE NO. REVISION CK’D APPR. BY DKN JKT 12/16/10 A 

### - NONE -

PROCESS AREA 

# PRELIMINARY

180 / CORN PLANT

ISSUED FOR REVIEW 

# 1041-PD-40 

# Z

Y

X



# W

V



# U

T

S

R

Q

P

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N

M

L

K

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# A B C D E F 

# G H I 

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# W

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# U

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# A B C D E F 

# G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29

OF THE COMPANY. AUTHORIZED REPRESENTATIVE WITHOUT PERMISSION OF AN COPIED, LOANED OR USED BE PRINTED, PHOTOGRAPHED, MIDLAND CO. IT IS NOT TO PERTY OF THE ARCHER DANIELSTHIS DRAWING IS THE PROR-



# PRELIMINARY

DECATUR, IL 62525 DRAWING

STATUS

JKT

DATE NO. REVISION CK’D APPR. BY LAST INSTRUMENT/VALVE NO. DATE BY 

# COMPRESSION SYSTEM

PIPELINE BSB JKT 04/18/11 E JKT ISSUED FOR APPROVAL 1041-PD-37 FROM START-UP PRESSURIZATION

2" X""

1041-PD-13 1041-PU-754A/B/C 

### FROM MULTISTAGE CENTRIFUGE PUMPS TI

007

PIT

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PCV

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007 PAL NOTE 1

007 PALL NOTE 2

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ADJUST PAL-007 TO 30 PSI LESS THAN

THE CALCULATED SET POINT FOR PC-007

2. ADM CONTROL SYSTEM AUTOMATICALLY

ADJUST PALL-007 TO 50 PSI LESS THAN

THE CALCULATED SET POINT FOR PC-007 

# NOTES:

INSIDE OUTSIDE

TRV SET @

2,700 PSIG 001

2" X 1" TRV SET @

2,580 PSIG 002

2" X 1"

ABOVE

GROUND UNDER

GROUNDABOVEGROUNDUNDERGROUND 

### PAHH

SET @

2,550 PSIG 012 PI

012 PAH SET @

2,525 PSIG

012 RIO

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009 PIT

009 RIO PI

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014 THERMAL PRESSURE

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CV001-8"



# 1041WHD001

WELLHEAD 2"-CO2-1041-37-127-F

8"-CO2-1041-13-200-F

8"-CO2-1041-40-201-FS HV001-2"HV002-"



### PCV007-8" FCHV004-2"HV005-2"HV006-2"HV007-2" 

# 48"/60"

MW VAULTHV014-" 

### HV008-8" HV011-8" TRV

SET @ 003

2" X 1"HV015-"



### BSB JKT 03/11/11 C JKT ISSUED FOR BIDHV019-2"HV020-2"HV018-2"HV017-2"HV016-2" 

### HPV HPV HPV HPVHV022-2" 

### HPV

FS F

CO2-200-F CO2-201-FS 1041-PD-18 FROM START-UP PRESSURIZATION

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HV012-2"HV013-" 

### 2" X 3"

BSB JKT 03/25/11 D JKT ISSUED FOR FINAL REVIEWHV003-3"



### 2,590

PSIG THERMAL

PRESSURE

RELIEF

VALVE

HV023-8" HV025-8"HV024-2" 

### TIT

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HV033-"

HV032-" HV034-"

HV010-" HV009-" HV021-"

8"-CO2-1041-40-201-FS HV027-"

HV026-" HV028-"HV030-"HV029-"HV031-"



### DKN JKT 01/31/11 B JKT ISSUED FOR APPROVAL

# APPENDIX D

## D-1 

## APPENDIX D – Area of Review Well Database

Contents:

Table D

- 1: L ist of 432 wells that are located inside the area of review. The proposed injection

well is located in Sec 32 T17N R3E. T he AoR covers an area, which can be described as a

circular area , w ith approximate radius of 2 miles.

Figure D -1: A map s howing these wells and the AoR. A full

- size map is provided separately in

this appendix.

A second table (Table D

- 2) contains a list of 3,746 wells located in 4 adjacent townships—

T16N, R2E & R3E and T17N, R2E & R3E. All wells are located in Macon County and were

identified by the process described in Section 5.3 of this application. Table D

- 2 is available as

an electronic file that will be supplied in the electronic version of this UIC permit appl ication.

## D-2 

## Figure D -1. Known wells and boring within the AoR for the ADM IL

- ICCS injection well.

(Source : ISGS and ISWS well databases , current as of May 10, 2011).

## D-3 Table D

- 1. Al l known wells and borings in side the Area of Review ( includes data from 20 07 and 2011 searches , p

rovided by Ed Mehnert & Chris Korose , ISGS, May 10 , 2011 )

Proposed IL

- ICCS Injection Well Location: Lat. 39.88568 N, Long.

- 88.88879 W or Sec 32, T17N, R3EPERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total lastknownwater fromdepth open intervaltopdepth open intervalbottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

1 88163

- 88.851988 39.878055 3 16N 03E ADOLPH DODDEK 10 n n wd D

O Y

2 121152109200 88164

- 88.856777 39.872323 3 16 N 3 E Melvin, David Beasley WATER 0 37 sand and gravel 22 25 0 341206.2691 4415236.293 wd Y

3 88165

- 88.856742 39.876124 3 16N 03E SAMUEL L MOORE 14 n n wd D

O Y

4 121150033400 88166

- 88.857915 39.877063 3 16 N 3 E Brewer, Fred R. Lentz Tony WATER 0 94 0 0 0 341119.8815 4415764.448 wd Y

5 88167

- 88.861586 39.866567 4 16N 03E RALPH MILLER n n wd D

O Y

6 88168

- 88. 861461 39.877974 4 16N 03E VICK ANDERSON T R HANKS 70 n n wd D

O Y

7 88169

- 88.875676 39.873907 4 16N 03E DR WOLFE MASHBURN BROS 65 n n wd D

O Y

8 121150033700 88177

- 88.879117 39.863561 5 16 N 3 E Starr, Louise Lentz Tony WATER 0 64 0 0 0 339275.1495 4414303.672 wd Y

9 88178

- 88.882674 39.866299 5 16N 03E DECATUR PARK DIST

(GOLF COURSE G C MASHBURN 101 n n x IR Y

10 88179

- 88.907625 39.87052 6 16N 03E C M BLANKENSHIP LENTZ 75 n n wd D

O Y

11 88180

- 88.907625 39.87052 6 16N 03E JIM SHONDEL LENTZ 78 n n wd D

O Y

12 88197

- 88.888397 39.856152 8 16N 03E DAVID L HOPKINS LENTZ 55 n n wd D

O Y

13 88203

- 88.888397 39.856152 8 16N 03E CHAS N DUNCAN TONY LENTZ 84 n n wd D

O Y

14 88204

- 88.888397 39.856152 8 16N 03E CHAS M DUNCAN LENTZ 49 n n wd D

O Y

15 121150037400 88205

- 88.888397 39.856152 8 16 N 3 E Sullivan, Helen Ward Lentz Tony WATER 0 75 0 0 0 338463.9816 4413498.019 wd Y

16 121150037 100 88206

- 88.888397 39.856152 8 16 N 3 E Raiford, T. S. Lentz Tony WATER 0 92 0 0 0 338463.9816 4413498.019 wd Y

17 88207

- 88.888397 39.856152 8 16N 03E ROY CARR TONY LENTZ 87 n n wd D

O Y

18 121150035800 88208

- 88.888397 39.856152 8 16 N 3 E Blacet, Roy Lentz Tony WATER 0 84 0 0 0 338463.9816 4413498.019 wd Y

19 88209

- 88.888397 39.856152 8 16N 03E RUSSELL K SHAFFER TONY LENTZ 110 n n wd D

O Y

20 88210

- 88.888397 39.856152 8 16N 03E J E NICHOLS LENTZ 60 n n wd D

O Y

21 88212

- 88.888397 39.856152 8 16N 03E CHARLES DUNCAN LENTZ 52 n n wd D

O Y

22 88214

- 88.888397 39.856152 8 16N 03E E F LANGLEY LENTZ 45 n n wd D

O Y

23 121150037200 88216

- 88.888397 39.856152 8 16 N 3 E Rhod es, Howard Lentz Tony WATER 0 98 0 0 0 338463.9816 4413498.019 wd Y

## D-4PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total lastknownwater fromdepth open intervaltopdepth open intervalbottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

24 121150036300 88217

- 88.888397 39.856152 8 16 N 3 E Gunter, John H. Lentz Tony WATER 0 90 0 0 0 338463.9816 4413498.019 wd Y

25 121150035700 88218

- 88.888397 39.856152 8 16 N 3 E Adams, Richard L. Lentz Tony WATER 0 90 0 0 0 338463.9816 4413498.019 wd Y

26 88220

- 88.888397 39.856152 8 16N 03E LESTER GEER TONY LENTZ 85 n n wd D

O Y

27 88221

- 88.888397 39.856152 8 16N 03E JAMES H SCHUERMAN LENTZ 90 n n wd D

O Y

28 88222

- 88.888397 39.856152 8 16N 03E CLAUDE THOMPSON TONY LENTZ 110 n n wd D

O Y

29 88223

- 88.888397 39.856152 8 16N 03E MARIAN GODWIN TONY LENTZ 74 n n wd D

O Y

30 88224

- 88.888397 39.856152 8 16N 03 E MARION GODWIN LENTZ 72 n n wd D

O Y

31 88225

- 88.888397 39.856152 8 16N 03E MARION GODWIN LENTZ 84 n n wd D

O Y

32 88226

- 88.888397 39.856152 8 16N 03E BEN KING LENTZ 73 n n wd D

O Y

33 88227

- 88.888397 39.856152 8 16N 03E BEN KING LENTZ 90 n n wd D

O Y

34 88228

- 88.888397 39.856152 8 16N 03E BEN KING LENTZ 83 n n wd D

O Y

35 88229

- 88.888397 39.856152 8 16N 03E HILL LENTZ 81 n n wd D

O Y

36 88230

- 88.888397 39.856152 8 16N 03E BEN KING LENTZ 83 n n wd D

O Y

37 88232

- 88.888397 39.856152 8 16N 03E BEN KING LENTZ 87 n n wd D

O Y

38 88233

- 88.888397 39.856152 8 16N 03E ROARICK LENTZ 35 n n wd D

O Y

39 88234

- 88.888397 39.856152 8 16N 03E MARION GODWIN LENTZ 85 n n wd D

O Y

40 88235

- 88.888397 39.856152 8 16N 03E BEN KING LENTZ 70 n n wd D

O Y

41 88236

- 88.888397 39.856152 8 16N 03E JACK RUSS LENTZ 85 n n wd D

O Y

42 88237

- 88.888397 39.856152 8 16N 03E BEN KING LENTZ 52 n n wd D

O Y

43 88238

- 88.888397 39.856152 8 16N 03E MARION GODWIN LENTZ 87 n n wd D

O Y

44 88239

- 88.888397 39.856152 8 16N 03E MATTIOTA LENTZ 80 n n wd D

O Y

45 88240

- 88.888397 39.85615 2 8 16N 03E BEN KING LENTZ 75 n n wd D

O Y

46 88241

- 88.888397 39.856152 8 16N 03E MARION GODWIN SPANGLER HTS 87 n n wd D

O Y

47 88242

- 88.888397 39.856152 8 16N 03E J C VOGEL LENTZ 73 n n wd D

O Y

## D-5PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total lastknownwater fromdepth open intervaltopdepth open intervalbottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

48 88243

- 88.888 397 39.856152 8 16N 03E MARION GODWIN LENTZ 79 n n wd D

O Y

49 88244

- 88.888397 39.856152 8 16N 03E MARION GODWIN LENTZ 79 n n wd D

O Y

50 88245

- 88.888397 39.856152 8 16N 03E MARION GODWIN LENTZ 85 n n wd D

O Y

51 88246

- 88.888397 39.856152 8 16N 03E MARION GODWIN LENTZ 74 n n wd D

O Y

52 88247

- 88.888397 39.856152 8 16N 03E CARL T GEORGE LENTZ 61 n n wd D

O Y

53 88248

- 88.888397 39.856152 8 16N 03E RAY LITTLE LENTZ 95 n n wd D

O Y

54 88249

- 88.888397 39.856152 8 16N 03E KOSSIECK LENTZ 82 n n wd D

O Y

55 88250

- 88.888397 39.856152 8 16N 03E SUFFERN LENTZ 82 n n wd D

O Y

56 88251

- 88.888397 39.856152 8 16N 03E SPANGLER LENTZ 85 n n wd D

O Y

57 88252

- 88.888397 39.856152 8 16N 03E TOMMY THOMPSON LENTZ 104 n n wd D

O Y

58 88253

- 88.888397 39.856152 8 16N 03E M GODWIN LENTZ 86 n n wd D

O Y

59 88254

- 88.888397 39.856152 8 16N 03E MARION GODWIN LENTZ 88 n n wd D

O Y

60 88255

- 88.888397 39.856152 8 16N 03E ED STOLLY LENTZ 84 n n wd D

O Y

61 88256

- 88.888397 39.856152 8 16N 03E WILLARD JENKINS LENTZ 75 n n wd D

O Y

62 88257

- 88.888397 39.856152 8 16N 03E ERNEST E SPINNER LENTZ 60 n n wd D

O Y

63 88258

- 88.888397 39.856152 8 16N 03E HANKS LENTZ n n wd D

O Y

64 88259

- 88.888397 39.856152 8 16N 03E LENTZ 45 n n wd D

O Y

65 88260

- 88.888397 39.856152 8 16N 03E DON DEFOREST LENTZ 64 n n wd D

O Y

66 88261

- 88.888397 39.856152 8 16N 03E WILLIAM N MALONE LENTZ 76 n n wd D

O Y

67 88262

- 88.888397 39.856152 8 16N 03E WAYNE & GENE CAMPBELL LENTZ 80 n n wd D

O Y

68 88263

- 88.888397 39.856152 8 16N 03E ILLINI REALTY LENTZ 58 n n wd D

O Y

69 88264

- 88.888397 39.856152 8 16N 03E THOMAS HALL LENTZ 93 n n wd D

O Y

70 88265

- 88.888397 39.856152 8 16N 03E DON ETNIER LENTZ 83 n n wd D

O Y

71 88266

- 88.888397 39.856152 8 1 6N 03E RUSSELL OBRIEN LENTZ 48 n n wd D

O Y

## D-6PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total lastknownwater fromdepth open intervaltopdepth open intervalbottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

72 88267

- 88.888397 39.856152 8 16N 03E COLE LENTZ 76 n n wd D

O Y

73 88268

- 88.888397 39.856152 8 16N 03E GEORGE M PRUST LENTZ 52 n n wd D

O Y

74 88269

- 88.888397 39.856 152 8 16N 03E GLEN STEWART LENTZ 76 n n wd D

O Y

75 88270

- 88.888397 39.856152 8 16N 03E DOYLE WILLIAMS LENTZ 40 n n wd D

O Y

76 88271

- 88.888397 39.856152 8 16N 03E YORK LENTZ 102 n n wd D

O Y

77 88272

- 88.888397 39.856152 8 16N 03E CARL GEORGE LENTZ 74 n n wd D

O Y

78 88273

- 88.888397 39.856152 8 16N 03E DURBIN 38 n n wd D

O Y

79 121150086400 88274

- 88.886074 39.858003 8 16 N 3 E Scammahorn, W. W. 1 Hanks, T. R. WATER 0 84 sand and gra vel 79 84 25 338667.0431 4413699.28 wd Y

80 88277

- 88.884882 39.857119 8 16N 03E J F WILMETH T R HANKS 60 n n wd D

O Y

81 88282

- 88.887235 39.857079 8 16N 03E HARRY BOUCH L R BURT 74 n n wd D

O Y

82 121150036800 88283

- 88.8 88397 39.856152 8 16 N 3 E Penn, Thomas Lentz Tony WATER 0 40 0 0 0 338463.9816 4413498.019 wd Y

83 88284

- 88.887338 39.862511 8 16N 03E N CARNELL MASHBURN BROS 102 n n wd D

O Y

84 121150036900 88296

- 88.889387 39.85592 8 16 N 3 E Per kins, Donald D. Lentz Tony WATER 0 93 0 0 0 338378.7457 4413474.057 wd Y

85 88300

- 88.89198 39.858806 8 16N 03E J HANKS TONY LENTZ 80 n n wd D

O Y

86 88301

- 88.892045 39.862431 8 16N 03E GLACKEN T R HANKS 228 n n wd D

O Y

87 121150037000 88311

- 88.896752 39.862347 8 16 N 3 E Powell, Doc. Woollen Brothers WATER 0 108 sand and gravel 104 108 8 337763.8314 4414200.79 wd Y

88 89002

- 88.918714 39.893105 25 17N 02E JOHN HARRISON ASHMORE 81 n n wd D

O Y

89 89003

- 88.921072 39.893037 25 17N 02E BENSHAW SCHOOL 82 n n x SC Y

90 89400

- 88.918583 39.878592 36 17N 02E EDGAR ALEXANDER 23 n n wd D

O Y

91 89401

- 88.918655 39.887662 36 17N 02E J F BURDINE 40 n n wd D

O Y

92 89402

- 88.918682 39.891289 36 17N 02E JOSEPH BLOIR WEBB 18 n n wd D

O Y

93 89403

- 88.921044 39.891224 36 17N 02E JOHN ALBERTS 18 n n wd D

O Y

94 89404

- 88.921044 39.891224 36 17N 02E BILL MASON MASHBURN BROS 85 n n wd D

O Y

95 89405

- 88.92576 39.891087 36 17N 02E O E SLOAN 13 n n wd D

O Y

96 121152194500 89447

- 88.904385 39.908234 19 17 N 3 E Duncan, Tim 1 Mashburn, Grover C. Jr. WATER 0 127 sand 120 127 15 337219.51 4419308.09 wd Y

## D-7PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total lastknownwater fromdepth open intervaltopdepth open intervalbottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

97 1211521 91300 89450

- 88.883907 39.915219 20 17 N 3 E Swearingen, Rick 1 Mashburn, Bruce E. WATER 64

0 GL 134 sand & gravel 129 134 15 338986.3772 4420046.279 wd Y

98 121152116900 89453

- 88.873433 39.908788 21 17 N 3 E Dickey, Jack Beasley WATER 0 40 gravel 15 32 0 339866.6444 4419313.601 wd Y

99 89455

- 88.873461 39.912492 21 17N 03E D H NIXON MASHBURN BROS 96 n n wd D

O Y

100 121152124900 89459

- 88.879154 39.913524 21 17 N 3 E Varner, Cecil 1 Mashburn Brothers WATER 0 121 sand 110 121 15 3 39388.6715 4419849.572 wd Y

101 121152191500 89497

- 88.865171 39.897033 28 17 N 3 E Smalley, Gary 1 Mashburn, Grover C. Jr. WATER 0 105 sand 96 105 10 340545.6337 4417994.021 wd Y

102 121152124800 89498

- 88.866325 39.894279 28 17 N 3 E Radleng, Tom Beasley WATER 0 78 gravel 24 74 0 340440.5826 4417690.392 wd Y

103 121150102100 89499

- 88.867367 39.899868 28 17 N 3 E Taylor, George 1 Hanks, T. R. WATER 0 86 sand & gravel 77 80 15 340364.4656 4418312.627 wd Y

104 89500

- 88.866362 39.90 5214 28 17N 03E R E KINZER 1 WOOLLEN BROS 103 n n wd D

O Y

105 121150100200 89501

- 88.866906 39.905286 28 17 N 3 E Kinzer, R. E. 2 Woollen Earl D WATER 0 91 sand 84 91 10 340416.4523 4418913.195 wd Y

106 89502

- 88.86864 39.894231 28 17N 03E RONALD C ALSTAD 112 n n wd D

O Y

107 121150103500 89503

- 88.868947 39.900365 28 17 N 3 E Klingler, Herb 1 Hanks, T. R. WATER 0 82 sand 74 77 6 340230.5423 4418370.619 wd Y

108 89504

- 88.868686 39.901531 28 17N 03E HAROLD CONWAY 1 T R HANKS 105 n n wd D

O Y

109 121150100700 89505

- 88.867519 39.90094 28 17 N 3 E Conway, Harold 1 Hanks, T. R. WATER 67

0 T

M 103 sand and gravel 94 98 25 340353.9594 4418431.889 wd Y

110 121150093200 89506

- 88.87503 39.907745 28 17 N 3 E Federal Housing 1 Mashburn, B.E. WATER 65

5 GL 125 sand & gravel 118 125 12 339727.6991 4419200.695 wd Y

111 121150096400 89507

- 88.877294 39.901 28 17 N 3 E Conway, M. D. 1 Hanks, T. R. WATER 0 110 gray sand 105 108 10 339518.424 4418456.074 wd Y

112 121150010200 89508

- 88.899348 39.900935 30 17N 03E RAY H CRISTIAN T R HANKS 113 n n wd D

O Y

113 121150092800 89509

- 88.899427 39.904631 30 17 N 3 E Rockhold, Max Dement Ray Well Co WATER 0 112 sand 107 112 6 337634.8224 4418899.13 wd Y

114 89510

- 88.916216 39.884093 31 17N 03E MAX ROCKHOLD RAY DEMENT 115 n n wd D

O Y

115 89511

- 88.908824 39.88423 31 17N 03E MAX ROCKHOLD RAY DEMENT 117 n n wd D

O Y

116 89512

- 88.885283 39.881461 32 17N 03E CLARK LENT Z 71 n n wd D

O Y

117 89513

- 88.882264 39.881173 32 17N 03E ACE DROLL MASHBURN BROS 45 n n wd D

O Y

118 89515

- 88.873103 39.883211 33 17N 03E GILBERT GRUBBS MASHBURN BROS 80 n n wd D

O Y

119 89516

- 88.875368 39.88316 33 17N 03E CAMPBELL MASHBURN 98 n n wd D

O Y

120 89517

- 88.875368 39.88316 33 17N 03E JAMES NEESE MASHBURN BROS 84 n n wd D

O Y

121 89518

- 88.850844 39.886326 34 17N 03E BOONE LENTZ 95 n n wd D

O Y

122 89522

- 88.856945 39.887168 34 17N 03E HERM BOEHM (ROBERTA

RUPERT) MASHBURN BROS 55 n n wd D

O Y

## D-8PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total lastknownwater fromdepth open intervaltopdepth open intervalbottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

123 89763

- 88.896752 39.862347 8 16N 03E AMERICAN BAKERY BRUCE MASHBURN 98 n n wc IC Y

124 89773

- 88.887381 39.86621 5 16N 03E ARCHER DANIELS

MIDLAND CO MASHBURN BROS 111 n n wc IC Y

125 121152241700 89792

- 88.915063 39.874175 6 16 N 3 E Caterpiller Tractor TH 1 Burt, Luther WTST 0 110 0 0 0 336225.6599 4415547.092 y wc Y

126 121152241800 89793

- 88.899596 39.874528 6 16 N 3 E C aterpiller Tractor T 2 Burt, Luther WTST 0 125 0 0 0 337549.3035 4415558.033 y wc Y

127 89813

- 88.896904 39.87715 5 16N 03E DECATUR BOTTLING CO G C MASHBURN 70 n n wc IC Y

128 89814

- 88.896888 39.875295 5 16N 03E DECATUR BOTTLING CO MASHBURN BROS 71 n n wc IC Y

129 89815

- 88.894422 39.86422 5 16N 03E DECATUR BOTTLING CO MASHBURN 70 n n wc IC Y

130 121150037700 89854

- 88.876613 39.85747 9 16 N 3 E Decatur Park District Woollen Brothers WATER 0 78 0 0 0 33 9475.1381 4413623.08 wc Y

131 121152180200 89859

- 88.892142 39.871694 5 16 N 3 E Ecoff Trucking, Inc. Reynolds, Joseph R. WATER 0 70 sandy clay &

sand 10 70 0 337986.8227 4415846.242 wc Y

132 89869

- 88.875688 39.875784 4 16N 03E DECATUR PARK DIST 102 n n x PK Y

133 89875

- 88.884916 39.85893 8 16N 03E DISABLED VETERANS MASHBURN BROS 37 n n wd D

O Y

134 89905

- 88.870835 39.883263 33 17N 03E HIGH COOK CAN CO MASHBURN BROS 77 n n wc IC Y

135 89921

- 88.92 5688 39.882014 36 17N 02E I & S DRY WALL MASHBURN BROS 17 n n wc IC Y

136 121150034000 89932

- 88.898651 39.862674 7 16 N 3 E Spencer Kellogg & Sons, 1 Burt, Luther R. WATER 0 97 0 0 440 337602.1635 4414240.536 wc Y

137 121150034100 89933

- 88.899185 39.862672 7 16 N 3 E Spencer Kellogg & Sons,Inc. 2 Burt, Luther R. WATER 0 96 0 0 0 337556.481 4414241.285 wc Y

138 121150034500 89934

- 88.899543 39.862668 7 16 N 3 E Spencer Kellogg & Sons,Inc. 6 Burt, Luther R. WATER 0 88 0 0 0 337 525.8486 4414241.492 wc Y

139 89935

- 88.901512 39.8623 7 16N 03E SPENCER KELLOGG &

SONS INC 87 n n wc IC Y

140 121150034200 89936

- 88.899722 39.862666 7 16 N 3 E Spencer Kellogg & Sons,Inc. 3 Burt, Luther R. WATER 0 97 0 0 350 337510 .5324 4414241.596 wc Y

141 121150034300 89937

- 88.899536 39.862254 7 16 N 3 E Spencer Kellogg & Sons,Inc. 4 Burt, Luther R. WTST 0 115 0 0 0 337525.4705 4414195.526 y wc Y

142 121150034400 89938

- 88.899733 39.863108 7 16 N 3 E Spencer Kellogg & Sons,Inc. 5 Burt, Luther R. WATER 0 99 0 0 0 337510.6345 4414290.677 wc Y

143 89944

- 88.911382 39.891452 31 17N 03E LARKDALE SWIM CLUB MASHBURN BROS 98 n n x IR Y

144 89976

- 88.925705 39.883827 36 17N 02E MORGAN SASH & DOOR T R HA NKS 122 10.00 n n wc IC Y

145 90047

- 88.899123 39.862318 7 16N 03E SHELLSBARGER GRAIN

PROD CO L R BURT 95 n n wc IC Y

146 90112

- 88.90154 39.864127 6 16N 03E VET ADMIN DEMENT 54 n n wd D

O Y

147 90113

- 88.877539 39.8 79467 33 17N 03E VET ADMIN DEMENT 85 n n wd D

O Y

148 90129

- 88.916165 39.878647 31 17N 03E W S O Y RADIO STATION LEONARD NEWBERRY 37 n n wc IC Y

149 90130

- 88.916165 39.878647 31 17N 03E W S O Y RADIO STATION LEONARD NEWBERR Y 87 n n wc IC Y

150 121152218000 190939

- 88.892069 39.864264 5 16 N 3 E Morris, Jerry Reynolds, Joseph R. WATER 0 62 0 0 0 338168.9175 4414405.082 wd Y

## D-9PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total lastknownwater fromdepth open intervaltopdepth open intervalbottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

151 121150084600 200880

- 88.897358 39.862662 8 16 N 3 E American Bakery 2 Mashburn, B .E. WATER 64

0 GL 98 sand and gravel 82 98 12 337712.737 4414236.855 wc Y

152 200906

- 88.887381 39.86621 5 16N 03E ARCHER DANIELS

MIDLAND CO LENTZ 111 n n wc IC Y

153 200918

- 88.888397 39.856152 8 16N 03E BAUER AUTO WRECKING LENTZ 93 n n wc IC Y

154 200958

- 88.916131 39.874992 6 16N 03E CATERPILLAR TRACTOR

CO TEST BURT 110 n n wc IC Y

155 200959

- 88.899267 39.87525 6 16N 03E CATERPILLAR TRACTOR

CO TEST BURT 125 n n wc IC Y

156 121152211100 2009 79

- 88.896697 39.863807 5 16 N 3 E Decatur Bottling Co (Rest. 4) 1 Mashburn, Grover C. Jr. WATER 0 70 sand 0 70 60 337771.9759 4414362.748 wc Y

157 200980

- 88.896721 39.860536 8 16N 03E DECATUR BOTTLING 71 n n wc IC Y

158 200981

- 88. 894422 39.86422 5 16N 03E DECATUR BOTTLING (NEW

TESTWELL 70 n n wc IC Y

159 201021

- 88.894554 39.877207 5 16N 03E ENCOFF TRUCKING REYNOLDS 70 n n wc IC Y

160 201036

- 88.882674 39.866299 5 16N 03E DECATUR PARK DIST

FARIES PA RK MASHBURN 98 n n x PK Y

161 201042

- 88.907625 39.87052 6 16N 03E DECATUR SAND GRAVEL

TEST 92 n n wc IC Y

162 201045

- 88.884916 39.85893 8 16N 03E DISABLED VETERANS MASHBURN 37 n n wc N

C Y

163 121152126500 201095

- 88.899427 39.904631 30 17 N 3 E Glatz Truck & Trailer Reynolds, Joseph WATER 0 60 sand & gravel 56 60 0 337634.8224 4418899.13 wc Y

164 201188

- 88.899123 39.862318 7 16N 03E SPENCER KELLOG CO BURT 97 n n wc IC Y

165 201189

- 88.8991 23 39.862318 7 16N 03E SPENCER KELLOG CO BURT 94 n n wc IC Y

166 201190

- 88.899123 39.862318 7 16N 03E SPENCER KELLOG CO BURT 88 n n wc IC Y

167 201191

- 88.901512 39.8623 7 16N 03E SPENCER KELLOG CO

RETURN WELL 87 n n wc IC Y

168 201192

- 88.899123 39.862318 7 16N 03E SPENCER KELLOG CO SUPPLY WELL4 BURT 97 n n wc IC Y

169 201199

- 88.911382 39.891452 31 17N 03E LARKDALE SWIM CLUB

DRY HOLE MASHBURN 80 n n wc N

C Y

170 201200

- 88.911382 39.891452 31 17N 03E LARKDALE SWIM CLUB

TEST HOLES MASHBURN 85 n n wc N

C Y

171 201201

- 88.911382 39.891452 31 17N 03E LARKDALE SWIM CLUB

TEST HOLES MASHBURN 83 n n wc N

C Y

172 201202

- 88.911382 39.891452 31 17N 03E LARKDALE SWIM CLUB

TEST HOLES MASHBURN 95 n n wc N

C Y

173 201203

- 88.911382 39.891452 31 17N 03E LARKDALE SWIM CLUB

TEST HOLES MASHBURN 80 n n wc N

C Y

174 201204

- 88.911382 39.891452 31 17N 03E LARKDALE SWIM CLUB

TEST HOLES MASHBURN 120 n n wc N

C Y

175 201205

- 88.911382 39.891452 31 17N 03E LARKDALE SWIM CLUB

TEST HOLES MASHBURN 30 n n wc N

C Y

176 121150018800 201360

- 88.922267 39.871492 1 16 N 2 E Ralston Purina Co Test 2 Layne Western Co., Inc. WTST 0 112 0 0 0 335603.1314 4415262.514 y wc Y

## D- 10PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total lastknownwater fromdepth open intervaltopdepth open intervalbottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

177 121150018900 201362

- 88.922297 39.872594 1 16 N 2 E Ralston Purina Co Test 3 Layne Western Co., Inc. WTST 0 114 0 0 0 335603.1974 4415384.89 y wc Y

178 201380

- 88.899123 39.862318 7 16N 03E SHELLBARGER GRAIN

PROD BURT 95 n n wc IC Y

179 121150035600 201476

- 88.902578 39.862093 7 16 N 3 E A. E. Staley Mfg. Co. test 29 Griffy, Cecil D. WTST 0 96 0 0 0 337264.879 4414183.191 y wc Y

180 121150037300 201478

- 88.896691 39.863255 8 16 N 3 E A. E. Staley Mfg. Co. test 30 Griffy, Cecil D. WTST 0 109 0 0 0 337771.1886 4414301.466 y wc Y

181 201542

- 88.877539 39.879467 33 17N 03E VET ADMIN DEMENT 85 n n wc N

C Y

182 121152203300 210125

- 88.871019 39.901494 28 17 N 3 E Smalley, G ary 1 Mashburn, Grover C. Jr. WATER 0 110 sand 100 110 10 340056.0293 4418499.647 wd Y

183 121152205300 210153

- 88.868673 39.899707 28 17 N 3 E Grigg, Ron 1 Mashburn, Grover C. Jr. WATER 0 121 sand 108 121 15 340252.4385 4418297.092 wd Y

184 12 1152220800 210385

- 88.871019 39.901494 28 17 N 3 E Allen, Raymond E. 1 Mashburn, Grover C. Jr. WATER 0 105 sand 99 105 15 340056.0293 4418499.647 wd Y

185 121152220900 218728

- 88.875586 39.894088 28 17 N 3 E Vahlkamp, Steve Luttrell, Gerald Dean WAT ER 0 82 fine sand 75 82 0 339648.3276 4417685.781 wd Y

186 121152221000 218721

- 88.864016 39.907065 28 17 N 3 E Wahlkamp, Frederick Luttrell, Gerald Dean WATER 0 73 0 0 0 340667.6286 4419105.5 wd Y

187 121152221200 218729

- 88.87985 39.879411 32 17 N 3 E Sebens, Gary Luttrell, Gerald Dean WATER 0 38 yellow sand 12 17 0 339249.468 4416064.317 wd Y

188 121152218100 221433

- 88.894399 39.862388 8 16 N 3 E Anchor Inn Luttrell, Gerald Dean WATER 0 54 sand & gravel 48 54 0 337965.2019 4414201 .072 wc Y

189 121152228700 229739

- 88.87105 39.905149 28 17 N 3 E Doty, Bob Mashburn, Grover C. Jr. WATER 0 86 sand 81 86 0 340061.881 4418905.404 wd Y

190 231047

- 88.894731 39.910252 20 17N 03E WILLIAM BROWN LUTTRELL 62 n n wd D

O Y

191 121152219200 231496

- 88.918756 39.894925 25 17 N 2 E Woodroff, Herb Luttrell, Gerald Dean WATER 0 60 0 0 0 335959.2958 4417857.102 wd Y

192 121152220300 231497

- 88.873433 39.908788 21 17 N 3 E Meier, Emery 1 Luttrell, Gerald Dean WATER 0 7 8 sand 71 78 15 339866.6444 4419313.601 wd Y

193 121152236400 243223

- 88.880475 39.906846 29 17 N 3 E Hanna, William H. 1 Ready, Dale WATER 0 136 0 0 10 339260.1441 4419110.697 wd Y

194 121152236300 243225

- 88.866349 39.901568 28 17 N 3 E Small ey, Gary 1 Mashburn, Grover C. Jr. WATER 0 101 sand 96 101 12 340455.441 4418499.505 wd Y

195 121152236600 261218

- 88.87985 39.879411 32 17 N 3 E Stiles, Anna Luttrell, Gerald Dean WATER 0 56 gray sand &

gravel 51 56 0 339249.468 4416064.317 wd Y

196 121152252700 275751

- 88.88024 39.860824 8 16 N 3 E Price, Lee Mashburn, Robert WATER 0 91 sand 47 91 12 339172.6984 4414001.89 wd Y

197 121152221100 280757

- 88.909091 39.898892 30 17 N 3 E Schwarze, R.D. Luttrell, Gerald Dean WATER 0 33 0 0 0 336795.0573 4418279.725 wd Y

198 121152236500 285488

- 88.899348 39.900935 30 17 N 3 E Jan

- San Supply Luttrell, Gerald Dean WATER 0 48 yellow sand 40 48 0 337632.8485 4418488.733 wc Y

199 121152258400 289868

- 88.875623 39.864528 4 16 N 3 E Kiger, Dave Luttrel, James WATER 0 30 0 0 0 339576.271 4414404.728 wd Y

200 121152268900 293158

- 88.87814 39.908727 21 17 N 3 E Hawthorne Homes Inc. Luttrell, James WATER 0 70 0 0 0 339464.1412 4419315.285 wc Y

201 121152269000 297600

- 88.8 75788 39.908756 21 17 N 3 E Lane, Richard E. Luttrell, James WATER 0 61 0 0 0 339665.2612 4419314.276 wd Y

202 121152269200 297602

- 88.878026 39.901382 28 17 N 3 E Kelly, Franklin Jr. Luttrell, James WATER 0 82 0 0 0 339456.7364 4418499.791 wd Y

203 121152198100 297743

- 88.920871 39.874869 1 16 N 2 E Sams, Lloyd Luttrell, Gerald Dean WATER 0 65 sand 44 47 0 335730.5882 4415634.79 wd Y

204 121152264600 299527

- 88.889979 39.908508 20 17 N 3 E Shur Co. Mashburn, Robert WATER 0 145 dry 0 0 0 338451.6109 4419312.334 wc Y

205 121152271600 303144

- 88.870833 39.85912 9 16 N 3 E Russell, Florence Luttrell, James WATER 0 45 0 0 0 339973.4232 4413795.861 wd Y

## D- 11PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total lastknownwater fromdepth open intervaltopdepth open intervalbottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

206 121152273800 303944

- 88.880475 39.906846 29 17 N 3 E Smalley, Gary M ashburn, Robert WATER 0 101 sand 98 101 12 339260.1441 4419110.697 wd Y

207 121152273200 304871

- 88.87095 39.873995 4 16 N 3 E Beck, Mathew A. Luttrell, James WATER 0 19 0 0 0 339997.9869 4415447.17 wd Y

208 121152273300 304872

- 88.87095 39.8 73995 4 16 N 3 E Bliefnick, Amy Luttrell, James WATER 0 43 0 0 0 339997.9869 4415447.17 wd Y

209 121152279600 309131

- 88.873175 39.859097 9 16 N 3 E Kopetz Mfg., Inc. Reynolds Well Drilling WATER 0 69 sand gravel 65 69 0 339773.0277 4413797.504 wc Y

210 121152281100 311493

- 88.89476 39.913928 20 17 N 3 E Omni Erection, Inc./Reynolds Mashburn, Robert WATER 0 136 sand 120 136 12 338055.6917 4419922.613 wc Y

211 121152283500 312842

- 88.896904 39.87715 5 16 N 3 E Acher Daniels Midland 3 Ea st Dowell, S.L. WATER 0 130 0 0 1000 337785.7144 4415844.18 wc Y

212 121152284500 314763

- 88.871019 39.901494 28 17 N 3 E Kostenski, Robert Mashburn, Robert WATER 0 110 sand 100 110 15 340056.0293 4418499.647 wd Y

213 121152284600 314787

- 88. 86857 39.883314 33 17 N 3 E Yaegel, Carl Gaza, John Edward WATER 0 98 top of casing 67 98 15 340223.1724 4416477.305 wd Y

214 121152284700 314790

- 88.854497 39.892669 34 17 N 3 E Maples, Henry Gaza, John Edward WATER 0 92 top of casing 60 92 15 34 1448.157 4417490.616 wd Y

215 121152283400 319507

- 88.882674 39.866299 5 16 N 3 E Archer Daniels Midland 4 Dowell, S.L. WATER 0 120 0 0 1000 338977.2954 4414613.99 wc Y

216 121152287400 322494

- 88.866362 39.905214 28 17 N 3 E Meador, James & Su san 1 Sims, R. Marc Jr. WATER 0 107 sand 99 107 10 340462.7894 4418904.231 wd Y

217 121152287500 323334

- 88.871035 39.903321 28 17 N 3 E Grubbs, Curtis Gaza, John Edward WATER 0 83 top of casing 40 83 18 340058.9111 4418702.471 wd Y

218 121152287700 323336

- 88.873217 39.89049 33 17 N 3 E Walker, Tim Gaza, John Edward WATER 0 55 top of casing 30 55 15 339842.4992 4417282.155 wd Y

219 121152291200 325421

- 88.868661 39.89788 28 17 N 3 E Cheatham, Arthur & Gloria Gaza, John Edward WATER 0 112 top of casing 58 112 10 340249.2205 4418094.276 wd Y

220 121152290200 326095

- 88.892394 39.913979 20 17 N 3 E Oasis Truckstop Mashburn, Robert WATER 0 134 sand 118 134 20 338258.0459 4419923.984 wc Y

221 121152290000 326575

- 88.86864 39.894 231 28 17 N 3 E Radley, Alvira M. Balding, Shane WATER 0 102 top of casing 57 102 10 340242.5401 4417689.203 wd Y

222 121152296300 331769

- 88.871019 39.901494 28 17 N 3 E McCarty, Ron Luttrell, James WATER 0 95 0 0 0 340056.0293 4418499.647 wd Y

223 121152297100 334269

- 88.871019 39.901494 28 17 N 3 E McCarty, Ron Mashburn, Robert DRYP 0 140 dry hole 0 0 0 340056.0293 4418499.647 y y wd Y

224 121152298000 334337

- 88.875716 39.90325 28 17 N 3 E Critchelow, Frank Mashburn, Robert WATER 0 97 sand 94 97 12 339658.5756 4418702.986 wd Y

225 121152298300 334340

- 88.873356 39.901457 28 17 N 3 E Brelsford, Stanley Balding, Shane WATER 0 104 top of casing 60 104 18 339856.152 4418499.729 wd Y

226 121152298800 334884

- 88.875804 39.9106 08 21 17 N 3 E Williams, Robert & Sheri Mashburn, Robert WATER 0 123 sand 117 123 12 339668.2129 4419519.876 wd Y

227 121152303200 336745

- 88.875518 39.890442 33 17 N 3 E Reidelberger, Bruce Balding, Shane WATER 0 82 sand 77 82 30 339645.6423 4417280.957 wd Y

228 121152307200 342220

- 88.873073 39.88139 33 17 N 3 E Kerwood, Don 1 S & J Well Drilling WATER 0 60 sand 50 60 40 339833.629 4416271.809 wd Y

229 121152307300 342222

- 88.877681 39.88493 33 17 N 3 E Klepzig, Aaron 1 S & J Well Dril ling WATER 0 105 sand 95 105 25 339447.834 4416673.018 wd Y

230 121152307400 342223

- 88.861502 39.874171 4 16 N 3 E Beck, Matthew 1 S & J Well Drilling WATER 0 40 sand 25 40 40 340806.43 4415449.827 wd Y

231 121152306700 342505

- 88.88281 39.904 962 29 17 N 3 E Smalley, Jeff 1 Mashburn, Robert WATER 0 102 sand 96 102 15 339056.1291 4418905.781 wd Y

232 121152306000 343558

- 88.87313 39.88503 33 17 N 3 E Ball, David S & J Well Drilling WATER 0 82 sand 72 82 12 339837.2275 4416675.946 wd Y

233 121152304000 344361

- 88.89476 39.913928 20 17 N 3 E TCR Systems Mashburn, Robert WATER 0 121 sand 117 121 12 338055.6917 4419922.613 wc Y

234 121152308700 345167

- 88.873073 39.88139 33 17 N 3 E Schaub, Jerry & Donna 1 Mashburn, Robert WATER 0 91 sand 72 91 12 339833.629 4416271.809 wd Y

235 121152311200 347854

- 88.921195 39.898492 25 17 N 2 E Ricker, Greg & Tonya S & J Well Drilling DRYP 0 120 dry hole 0 0 0 335759.2824 4418257.521 y y wd Y

## D- 12PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total lastknownwater fromdepth open intervaltopdepth open intervalbottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

236 121152312700 348705

- 88.875405 39.8849 79 33 17 N 3 E Ball, Larry & Rebecca S & J Well Drilling WATER 0 104 sand 74 104 15 339642.5713 4416674.368 wd Y

237 121152313000 348706

- 88.921195 39.898492 25 17 N 2 E Ricker, Greg & Tawnya 1 Skinner, Todd WATER 0 39 sand & gravel 15 17 0 335759.2824 4418257.521 wd Y

238 121152312600 348708

- 88.882631 39.862594 8 16 N 3 E Pugh, Brad S & J Well Drilling WATER 0 40 sand 8 40 60 338972.3088 4414202.663 wd Y

239 121152313200 349760

- 88.89476 39.913928 20 17 N 3 E McLeod Express 1 Mashburn , Robert WATER 0 135 sand 131 135 30 338055.6917 4419922.613 wc Y

240 121152315200 349899

- 88.866362 39.905214 28 17 N 3 E Ewing, David Mashburn, Robert WATER 0 105 sand 100 105 7 340462.7894 4418904.231 wd Y

241 352640

- 88.898761 39.86241 7 16N 03E ARCHER DANIELS

MIDLAND CO. ANDREW L. WIESENHOFER 24 y y x 12/23/200

2 Y

242 352641

- 88.898761 39.86241 7 16N 03E ARCHER DANIELS

MIDLAND CO. ANDREW L. WIESENHOFER 17 y y x 12/23/200

2 Y

243 352642

- 88.898761 39.86241 7 16N 03E ARCHER DANIELS

MIDLAND CO. ANDREW L. WIESENHOFER 23 y y x 12/23/200

2 Y

244 352643

- 88.898761 39.86241 7 16N 03E ARCHER DANIELS

MIDLAND CO. ANDREW L. WIESENHOFER 26 y y x 12/23/200

2 Y

245 352644

- 88.898761 39.86241 7 16N 03E ARCHER DANIELS

MIDLAND CO. ANDREW L. WIESENHOFER 21 y y x 12/23/200

2 Y

246 352645

- 88.898761 39.86241 7 16N 03E ARCHER DANIELS

MIDLAND CO. ANDREW L. WIESENHOFER 30 y y x 12/23/200

2 Y

247 352646

- 88.898761 39.86241 7 16N 03E AR CHER DANIELS

MIDLAND CO. ANDREW L. WIESENHOFER 28 y y x 12/23/200

2 Y

248 352647

- 88.898761 39.86241 7 16N 03E ARCHER DANIELS

MIDLAND CO. ANDREW L. WIESENHOFER 13 y y x 12/23/200

2 Y

249 352648

- 88.898761 39.86241 7 16N 03E ARCHER DANIELS

MIDLAND CO. ANDREW L. WIESENHOFER 17 y y x 12/23/200

2 Y

250 352649

- 88.898761 39.86241 7 16N 03E ARCHER DANIELS

MIDLAND CO. ANDREW L. WIESENHOFER 17 y y x 12/23/200

2 Y

251 354403

- 88.866343 39.905361 28 17N 03E DAVID EW ING ROBERT MASHBURN 104 y y wd 6/30/2003 D

O Y

252 121152265000 355542

- 88.889979 39.908508 20 17 N 3 E Shur Company Luttrell, James WATER 0 25 0 0 0 338451.6109 4419312.334 wc Y

253 121152317100 358056

- 88.918798 39.896741 25 17 N 2 E Tro stle, Lisa 1 Skinner, Todd WATER 0 45 sand & gravel 11 23 0 335960.0363 4418058.754 wd Y

254 121152317000 358273

- 88.918798 39.896741 25 17 N 2 E Trostle, Lisa Mashburn, Robert DRYP 0 125 dry hole 0 0 0 335960.0363 4418058.754 y y wd Y

255 12115 2316500 359986

- 88.868673 39.899707 28 17 N 3 E Elliot, John S & J Well Drilling WATER 0 115 sand 100 115 0 340252.4385 4418297.092 wd Y

256 121152316600 359987

- 88.878026 39.901382 28 17 N 3 E McCarty, Ronald W. S & J Well Drilling WATER 0 78 san d 70 78 5 339456.7364 4418499.791 wd Y

257 121152319300 361043

- 88.873073 39.88139 33 17 N 3 E Morris, Steve S & J Well Drilling WATER 0 62 sand 50 62 20 339833.629 4416271.809 wd Y

258 121152318300 361730

- 88.868719 39.907005 28 17 N 3 E Traug hber, William 2 Sims, R. Marc Jr. WATER 0 108 sand 104 108 6 340265.4606 4419107.244 wd Y

259 121152321900 365451

- 88.870877 39.886901 33 17 N 3 E Johnson, Matt S & J Well Drilling WATER 0 90 sand 70 90 40 340034.2337 4416879.587 wd Y

260 1211 52319400 367211

- 88.918841 39.898557 25 17 N 2 E New Day Community Church 1 Skinner, Todd WATER 0 80 sand & gravel 66 70 0 335960.6916 4418260.408 wc Y

261 121152323000 370672

- 88.880475 39.906849 29 17 N 3 E Smalley, Jeff Mashburn, Robert WATER 0 102 sand 99 102 12 339260.1511 4419111.03 wd Y

262 121152323300 370676

- 88.875765 39.906918 28 17 N 3 E Thornton, Bill 2 Mashburn, Robert WATER 0 102 sand 99 102 7 339662.9407 4419110.219 wd Y

## D- 13PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total lastknownwater fromdepth open intervaltopdepth open intervalbottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

263 370750

- 88.875788 39.907233 28 17N 03E BILL T HORNTON ROBERT MASHBURN 102 y y wd 5/21/2005 D

O Y

264 371827

- 88.880103 39.90677 29 17N 03E JEFF SMALLEY ROBERT MASHBURN 45 y y wd 7/9/2005 D

O Y

265 121152325500 372368

- 88.877584 39.881289 33 17 N 3 E Klepzig, Aaron S & J Well Dril ling WATER 0 97 sand 90 98 15 339447.6332 4416268.697 wd Y

266 372894

- 88.871122 39.899921 28 17N 03E MIKE CAMPBELL ROBERT MASHBURN 81 y y wd 9/9/2005 D

O Y

267 121152329100 374988

- 88.875327 39.881341 33 17 N 3 E Walker, Cody S & J Well Drilling WATER 0 95 sand 85 95 0 339640.763 4416270.415 wd Y

268 375852

- 88.898761 39.86241 7 16N 03E ADM

- WEST PLANT ROBERT MASHBURN 85 y y wc 11/21/200

5 IC Y

269 121152332900 383584

- 88.869444 39.899722 28 17 N 3 E Allen, D. Scott S & J Well Drilling WATER 112 sand 98 112 15 340186.5586 4418300.137 wd Y

270 121152206800 402770

- 88.896904 39.87715 5 16 N 3 E ADM Corn Sweeteners 5 Grosch, Wayne A. WATER 0 90 337785.7144 4415844.18 wc Y

271 121152207200 402771

- 88.90147 8 39.860489 7 16 N 3 E ADM Corn Sweeteners Grosch, Wayne A. WATER 0 125 0 0 0 337355.1842 4414003.146 wc Y

272 121152207100 402772

- 88.899123 39.862318 7 16 N 3 E ADM Corn Sweeteners Grosch, Wayne A. WATER 0 94 0 0 0 337560.9493 4414201.879 wc Y

273 121152207000 402773

- 88.880433 39.877551 5 16 N 3 E ADM Corn Sweeteners 1 Grosch, Wayne A. WATER 0 110 0 0 0 339195.265 4415858.909 wc Y

274 121152207400 402775

- 88.885122 39.875574 5 16 N 3 E ADM Corn Sweeteners 2 Grosch, Wayne A. WATER 0 114 0 0 0 338789.6297 4415647.917 wc Y

275 121152206900 402777

- 88.882748 39.873762 5 16 N 3 E ADM Corn Sweeteners 3 Grosch, Wayne A. WATER 0 80 0 0 0 338988.422 4415442.505 wc Y

276 402779

- 88.896436 39.862829 8 16N 03E DECATUR BOTTLING CO n n x Y

277 121150093400 402781

- 88.883496 39.866526 5 16 N 3 E Decatur Park Dist Mashburn Brothers WATER 67

5 GL 98 sand and gravel 92 98 30 338907.5173 4414640.669 wc Y

278 121152185700 402785

- 88.882028 39.865652 5 16 N 3 E Decatu r Park District 2 Mashburn, Grover C. Jr. WATER 0 101 sand & gravel 64 101 150 339031.0379 4414541.01 wc Y

279 405494

- 88.856543 39.896608 27 17N 03E LONG CREEK TOWNSHIP SHADOW MANUFACTURING 104 n n x

- 1 Y

280 407634

- 88.854161 39.8984 16 27 17N 03E LONG CREEK TOWNSHIP ALBRECHT WELL DRLG 66

0 94 n n x

- 1 Y

281 121152113100 407635

- 88.856105 39.895971 27 17 N 3 E Long Creek, Township of 1 Layne Western Co., Inc. WATER 66

2 GL 107 sand and gravel 59 105 305 341318.2889 4417859.99 wc Y

282 411204

- 88.864187 39.883522 33 17N 03E ADM CORN SWEETENERS n n x Y

283 121152203900 428754

- 88.882215 39.879351 32 17 N 3 E Sebens, Gary Luttrell, Gerald Dean WATER 0 55 gray sand &

gravel 48 51 0 339047.0777 4416061.916 wd Y

284 121152203200 428880

- 88.868686 39.901531 28 17 N 3 E Leevy, Warren 1 Mashburn, Grover C. Jr. WATER 0 108 sand 101 108 20 340255.5643 4418499.577 wd Y

285 121152206100 428881

- 88.873395 39.905117 28 17 N 3 E Garratt, Gerald 2 Wiesenhofer , Andrew WATER 0 155 gray sand 105 106 0 339861.3421 4418906.056 wd Y

286 121152208700 428882

- 88.873418 39.906947 28 17 N 3 E Jones, Vernie Link, Harold F. WATER 0 40 gravel 13 24 0 339863.6384 4419109.225 wd Y

287 121152207900 428883

- 88.877995 39.899547 28 17 N 3 E Smalley, Gary 1 Mashburn, Grover C. Jr. WATER 0 118 sand 113 118 15 339455.1026 4418296.052 wd Y

288 121150000600

- 88.877962 39.902091 28 17 N 3 E Rhodes, Wm. 1 Eureka Oil Corp DA 68

7 DF 2248 339463.863 4418578.375 y o Y

289 121150033500

- 88.876394 39.877753 4 16 N 3 E Decatur Gun Club No Company WATER 67

5 T

M 75 0 0 0 339541.1522 4415874.068 wc Y

290 121150033600

- 88.882684 39.867231 5 16 N 3 E Archer

- Daniel

- Midland Co. Lentz Tony WATER 0 108 0 0 0 338978 .6198 4414717.459 wc Y

## D- 14PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total lastknownwater fromdepth open intervaltopdepth open intervalbottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

291 121150036000

- 88.888397 39.856152 8 16 N 3 E Burks, A. B. Woollen Brothers WATER 65

6 GL 66 0 0 0 338463.9816 4413498.019 wd Y

292 121150036400

- 88.891962 39.858022 8 16 N 3 E Hank, J. Lentz Tony WATER 0 80 0 0 0 338163.4009 4413712.036 wd Y

293 121150053900

- 88.887617 39.90854 20 17 N 3 E Kuny 1 Myers, Theodore F. DAP 68

8 KB 2226 338653.5941 4419311.614 y y o Y

294 121150054000

- 88.882891 39.910499 20 17 N 3 E Stout, Bertha 1 Robinson, H. F., Inc. DA OP 68

9 DF 2239 339062.1672 4419520.53 y y o Y

295 121150054700

- 88.878037 39.902947 28 17 N 3 E Clements, Belle 1 Davis, C. G. DAO 67

8 DF 5 339459.4499 4418673.525 o Y

296 121150054800

- 88.880339 39.899509 29 17 N 3 E Boyd 1 Davis, C. G. DA 68

6 DF 2282 339254.6184 4418296.052 y o Y

297 121150054900

- 88.894578 39.901021 29 17 N 3 E Boyd, A. T. 1 Welker Oil Co., Ltd. OILP 68

0 GL 2240 338040.8446 4418489.615 y y o Y

298 121150055000

- 88.879867 39.905957 29 17 N 3 E McKee, Joh n H., Sr. 1 Costello Leonard J DA 0 2251 339310.0404 4419010.924 y o Y

299 121150055100

- 88.8663 39.881547 33 17 N 3 E Oakley Damsite T.H. 1 U S Engineering Dept ENG 64

3 GL 43 0 0 0 340413.1889 4416277.113 e Y

300 121150055200

- 88.86517 39 .882482 33 17 N 3 E Oakley Damsite T.H. 2 U S Engineering Dept ENG 62

1 GL 45 0 0 0 340511.9881 4416378.878 e Y

301 121150055300

- 88.868558 39.881495 33 17 N 3 E Oakley Damsite T.H. 3 U S Engineering Dept ENG 65

2 GL 53 0 0 0 340219.9749 4416275.378 e Y

302 121150055400

- 88.868558 39.881495 33 17 N 3 E Oakley Damsite T. . 4 U S Engineering Dept ENG 64

0 GL 45 0 0 0 340219.9749 4416275.378 e Y

303 121150055500

- 88.864031 39.885233 33 17 N 3 E Oakley Damsite T.H. 5 U S Engineering Dept ENG 6 1

8 GL 55 0 0 0 340615.761 4416682.202 e Y

304 121150055600

- 88.861772 39.883465 33 17 N 3 E Oakley Damsite T.H. 6 U S Engineering Dept ENG 62

0 GL 55 0 0 0 340804.8389 4416481.927 e Y

305 121150055700

- 88.859398 39.885321 34 17 N 3 E Oakley Da msite T. H. 7 U S Engineering Dept ENG 63

2 GL 40 0 0 0 341012.1347 4416683.712 e Y

306 121150055800

- 88.861798 39.87983 33 17 N 3 E Reas Bridge Park 1 Pearcy Ed B UNK 0 35 0 0 0 340794.2058 4416078.494 wc Y

307 121150061800

- 88.882787 39.877 494 5 16 N 3 E Rowe Burt, Luther R. GAS 67

5 GL 88 0 0 0 338993.817 4415856.823 o Y

308 121150073300

- 88.86401 39.894324 28 17 N 3 E CO

- 534 U. S. Army Corps of Eng. ENG 60

8 GL 114 0 0 0 340638.6178 4417691.253 e Y

309 121150073400

- 88.869792 39.893296 33 17 N 3 E CO

- 514 U S Army Corp Of Eng ENG 60

4 GL 123 0 0 0 340141.8718 4417587.481 e Y

310 121150073500

- 88.86857 39.883314 33 17 N 3 E CO

- 509 U S Army Corp Of Eng ENG 65

2 GL 160 0 0 0 340223.1724 4416477.305 e Y

311 12115007390 0

- 88.889992 39.910357 20 17 N 3 E Roos

- Kuny 1 Atkins and Hale DAP 68

3 KB 2229 338454.8448 4419517.595 y y o Y

312 121150080700

- 88.858381 39.896281 27 17 N 3 E Long Creek Water District T 1 Baker, E. C. & Sons WTST 0 115 sand and gravel 99 109 5 341124.4135 4417898.447 y wc Y

313 121150081000

- 88.858022 39.896287 27 17 N 3 E Long Creek Water District T 2 Baker, E. C. & Sons WTST 0 101 sand and gravel 86 96 5 341155.1207 4417898.474 y wc Y

314 121150081100

- 88.85856 39.896277 27 17 N 3 E Long Creek Pub Water Dist T 3 Baker, E. C. & Sons WTST 0 121 sand and gravel 100 121 150 341109.1004 4417898.321 y wc Y

315 121150082900

- 88.860538 39.893489 33 17 N 3 E CO

- 539 U S Army Corp Of Eng ENG 61

2 GL 62 0 0 0 340933.5401 4417592.379 e Y

## D- 15PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total lastknownwater fromdepth open intervaltopdepth open intervalbottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

316 121150089500

- 88.92566 39.878384 36 17 N 2 E SBI 48 bridge 3 IL Dept. of Transportation ENG 68

1 GL 41 0 0 0 335329.4242 4416033.769 e Y

317 121150102000

- 88.898806 39.900165 30 17 N 3 E Christian, Ray H. 1 Hanks, T. R. WATER 0 113 sand 10 8 113 25 337677.3672 4418402.278 wd Y

318 121152107800

- 88.860538 39.893489 27 17 N 3 E Long Creek Township D Layne Western Co., Inc. WTST 0 121 0 0 0 340933.5401 4417592.379 y wc Y

319 121152115800

- 88.85555 39.890806 34 17 N 3 E Oakley Dam 6 18 Engineers, Corp. of ENG 66

6 GL 145 0 0 0 341353.8276 4417285.696 e Y

320 121152115900

- 88.855536 39.892324 34 17 N 3 E Oakley Dam 619 Engineers, Corp. of ENG 66

0 GL 149 0 0 0 341358.5255 4417454.167 e Y

321 121152116000

- 88.867224 39.88403 8 33 17 N 3 E Oakley Dam T.H.C. Engineers, Corp. of ENG 61

4 GL 112 0 0 0 340339.9528 4416555.261 e Y

322 121152133800

- 88.894475 39.868894 5 16 N 3 E A.D.M. 1 Archer Daniels Midland DAOP 68

2 KB 2315 337974.0121 4414923.366 y y o Y

323 121152138100

- 88.880462 39.90625 29 17 N 3 E French 1 Davis, C. G. DAP 69

3 KB 2294 339259.8619 4419044.518 y y o Y

324 121152149400

- 88.916509 39.900583 30 17 N 3 E Schwarze, R. D. 1 Triple G Oil Company Ltd. DAP 68

4 KB 2187 336164.8916 4418481.011 y y o Y

325 121152152400

- 88.878011 39.901374 28 17 N 3 E Cundiff 1 Davis, C. G. DAP 68

9 KB 2285 339458.0001 4418498.876 y y o Y

326 121152165000

- 88.921076 39.89304 25 17 N 2 E Harrison

- Oliver Community 1 Triple G Oil Company Ltd. DAP 65

6 GL 25 00 335756.437 4417652.133 y y o Y

327 121152185200

- 88.921199 39.898497 25 17 N 2 E Batthauer Community 1 Triple G Oil Company Ltd. OILP 67

6 KB 2223 335758.9523 4418258.083 y y o Y

328 121152225100

- 88.888397 39.856152 8 16 N 3 E Durbin 1 WATER 0 0 0 0 0 338463.9816 4413498.019 wd Y

329 121152238700

- 88.858384 39.895177 27 17 N 3 E Oakley Damsite 612 Baker, E. C. & Sons ENG 62

9 GL 93 341121.6068 4417775.91 e Y

330 121152241400

- 88.893672 39.866038 5 16 N 3 E Archer Daniels Midland Co 2 Layne

- Western WTST 0 90 0 0 0 338035.9749 4414604.898 wc Y

331 121152241500

- 88.889755 39.868025 5 16 N 3 E Grove Rd.@ Sand Cr. Boring 2 Baker, E. C. & Sons ENG 0 36 0 0 0 338375.6789 4414818.359 e Y

332 121152241600

- 88.88975 5 39.868025 5 16 N 3 E Grove Rd. @ Sand Cr. Boring 3 Baker, E. C. Baker & Sons ENG 0 0 0 0 338375.6789 4414818.359 e Y

333 121152241900

- 88.899123 39.862318 7 16 N 3 E West Plant Addition 2 Baker, E. C. & Sons ENG 0 0 0 0 337560.9493 4414201.87 9 e Y

334 121152243900

- 88.917219 39.884926 31 17 N 3 E Caterpiller Tractor T 3 Burt, Luther WTST 0 0 0 0 0 336066.8813 4416744.398 y wc Y

335 121152244000

- 88.909451 39.885072 31 17 N 3 E Caterpiller Tractor TH 4 Burt, Luther WTST 0 117 0 0 0 336731.4801 4416746.374 y wc Y

336 121152246400

- 88.856765 39.896581 27 17 N 3 E Long Creek PWS TH 1

- 94 Layne

- Western Co. WTST 65

0 GL 105 0 0 0 341263.2687 4417928.872 y wc Y

337 121152260900

- 88.8629 39.884349 33 17 N 3 E Lake Decatur Sedime nts IL State Water Survey STRAT 0 45 340710.427 4416582.061 s Y

338 121152261000

- 88.8629 39.884349 33 17 N 3 E Lake Decatur Sediments IL State Water Survey STRAT 0 2 340710.427 4416582.061 s Y

339 121152262700

- 88.859254 39.89715 27 17 N 3 E Long Creek, Town of 2 Albrecht, S. Dean WATER 0 0 341051.7832 4417996.458 wc Y

340 121152301600

- 88.887658 39.914079 20 17 N 3 E Oasis Truck Stop WATER 0 0 0 0 0 338663.0903 4419926.513 wc Y

341 121152301700

- 88.854514 39.89 6312 27 17 N 3 E Long Creek Township PWS 2 WATER 0 86 0 0 0 341455.1009 4417895.014 wc Y

342 121152301800

- 88.868673 39.899707 28 17 N 3 E Whitmore Park WATER 0 0 0 0 0 340252.4385 4418297.092 wd Y

## D- 16PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total lastknownwater fromdepth open intervaltopdepth open intervalbottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

343 121152443600

- 88.92566 39.878384 36 17 N 2 E Cities Service 1 Lentz, Neil Drilling WTST 0 0 0 0 0 335329.4242 4416033.769 y wc Y

344 1711521338000C

- 88.894475 39.868894 5 16 N 3 E ARCHER DANIALS

MIDLAND CO. COALSEC 67

9 906 337974 4414923 c Y

345 121152345600 450826

- 88.868283 39.904883 28 17 N 3 E Rhodes, John 2 Mashburn, Robert WATER 103 sand 98 103 12 Y

346 121152342800 447202

- 88.866944 39.863889 4 16 N 3 E Big Brothers Big Sisters S & J Well Drilling DRYP 66

2 90 dry Y

347 121152343000 447198

- 88.8 66323 39.894279 28 17 N 3 E McCarty, Ronald Jr. S & J Well Drilling DRY 107 Y

348 121152342000 445303

- 88.868333 39.893889 28 17 N 3 E McCarty, Ronald W. 1 Skinner, Todd WATER 74

9 45 silty sand 34 45 Y

349 121152342100 445259

- 88.8 73129 39.885032 33 17 N 3 E Moore, Timothy S & J Well Drilling WATER 95 sand 81 95 15 Y

350 121152341900 445201

- 88.868539 39.860951 9 16 N 3 E Steve's Trucking Inc Mashburn, Robert DRY 135 dry Y

351 121152340700 442072

- 88.899121 39.862319 7 16 N 3 E ADM West Refinery S & J Well Drilling WATER 106 sand 86 106 130 Y

352 121152340800 442066

- 88.897085 39.90837 20 17 N 3 E Pressley, Jerry S & J Well Drilling WATER 113 sand 109 113 10 Y

353 121152338100 437333

- 88 .881944 39.863889 5 16 N 3 E ADM TW1 S & J Well Drilling WATER 64

7 99 sand 55 99 Y

354 121152337200 433210

- 88.878611 39.897222 33 17 N 3 E Crain, Mark D. S & J Well Drilling WATER 66

7 105 sand 95 105 20 Y

355 121152335700 430498

- 88.87 4533 39.910933 21 17 N 3 E Marlowe, Harold Mashburn, Robert WATER 112 sand & gravel 106 112 15 Y

356 121150054700

- 88.878037 39.902947 28 17 N 3 E Clements, Belle 1 Davis, C. G. DAO 67

8 DF 2344 Y

357 121152337800

- 88.893100 39.8772 91 5 16 N 3 E Archer Daniels Midland MMV

- 01B Illinois State Geological

Survey CONF 67

5 T

M 201 Y

358 121152339000

- 88.906438 39.88261 31 17 N 3 E ADM MMV

- 02S Illinois State Geological

Survey CONF 28 Y

359 121152339100

- 88.902868 39.874274 6 16 N 3 E Decatur, City of 1 well IL State Geological Survey WATER Y

360 121152339200

- 88.897096 39.883867 32 17 N 3 E ADM MMV

- 03S Illinois State Geological

Survey CONF 24 Y

361 121152339300

- 88.897136 39.881135 32 17 N 3 E ADM MMV

- 04S Illinois State Geological

Survey CONF 28 Y

362 121152339400

- 88.89712 39.881118 32 17 N 3 E ADM MMV

04UG Illinois State Geological

Survey CONF 67 Y

363 121152339500

- 88.897099 39.88109 32 17 N 3 E ADM MMV

- 04P Illinois State Geological

Survey CONF 99 Y

364 121152339600

- 88.897184 39.881084 32 17 N 3 E ADM MMV

- 04B Illinois State Geological

Survey MONIT 86

1 504 Y

365 121152339700

- 88.897721 39.876167 5 16 N 3 E ADM MMV

07UG Illino is State Geological

Survey CONF 75 Y

366 121152339800

- 88.889172 39.879638 5 16 N 3 E ADM MMV

- 05S Illinois State Geological

Survey CONF 22 Y

367 121152339900

- 88.889442 39.875701 5 16 N 3 E ADM MMV

08UG Illinois State Geologic al

Survey CONF 60 Y

368 121152340000

- 88.889384 39.87569 5 16 N 3 E ADM MMV

- 08S Illinois State Geological

Survey CONF 25 Y

## D- 17PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total lastknownwater fromdepth open intervaltopdepth open intervalbottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

369 121152340100

- 88.877254 39.871505 4 16 N 3 E ADM MMV

- 09S Illinois State Geological

Survey CONF 24 Y

370 121152341500

- 88.893410 39.876963 5 16 N 3 E ADM CCS

- 1 Archer Daniels Midland CONF 69

0 KB 7236 Y

371 121152343800

- 88.894041 39.877082 5 16 N 3 E ADM/Geophone CCS -1 Pioneer Oil Co., Inc. CONF 69

0 KB 3500 Y

372 1 21152344300

- 88.897207 39.881162 32 17 N 3 E ADM G104 IL State Geological Survey WATER Y

373 121152344400

- 88.893303 39.877072 5 16 N 3 E ADM G101 Illinois State Geological

Survey WATER Y

374 121152344500

- 88.893491 39.8770 77 5 16 N 3 E ADM G102A Illinois State Geological

Survey DRYP Y

375 121152344600

- 88.893942 39.877486 5 16 N 3 E ADM G103 Illinois State Geological

Survey WATER Y

376 121152346000

- 88.888603 39.87084 5 16 N 3 E ADM Verificat ion Well 1 Pioneer Oil Co., Inc. CONF 7250 Y

377 88170 5 16N 03E CLISSOLD C PIERCE LENTZ 81 n n wd D

O Y

378 88171 5 16N 03E GEORGE NOLEN LENTZ 62 n n wd D

O Y

379 88172 5 16N 03E QUERREY LENTZ 60 n n wd D

O Y

380 88173 5 16N 03E MILLINGER LENTZ 86 n n wd D

O Y

381 88174 5 16N 03E KEMP LENTZ 100 n n wd D

O Y

382 88175 5 16N 03E FLOYD KENNEY LENTZ 76 n n wd D

O Y

383 88176 5 16N 03E PAUL MONSKA LENTZ 85 n n wd D

O Y

384 88183 7 16N 03E A LONGSTREET LENTZ 85 n n wd D

O Y

385 88184 8 16N 03E LOUIS GOOD 33 n n wd D

O Y

386 88186 7 16N 03E H L SCARBER LENTZ 84 n n wd D

O Y

387 88187 7 16N 03E TOLLE LENTZ 85 n n wd D

O Y

388 88188 7 16N 03E WAKEFIELD & WILBUR WOOLLEN BROS 84 n n wd D

O Y

389 88189 7 16N 03E WILBUR GILLIBRAND LENTZ 91 n n wd D

O Y

390 88219 8 16N 03E CLARENCE A CHAPMAN LENTZ 78 n n wd D

O Y

391 88231 8 16N 03E MARION GODWIN LENTZ 68 n n wd D

O Y

392 89454 21 17N 03E CECIL VARNER MASHBURN BROS 105 n n wd D

O Y

## D- 18PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total lastknownwater fromdepth open intervaltopdepth open intervalbottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

393 121152195800 89514 33 17N 03E LARRY SMALLEY G C MASHBURN 90 n n wd D

O Y

394 89771 5 16N 03E ARCHER DANIELS

MIDLAND CO TONY LENTZ 92 n n wc IC Y

395 89772 5 16N 03E ARCHER DANIELS

MIDLAND CO LENTZ 116 n n wc IC Y

396 89778 5 16N 03E BAUER AUTO WRECKING LENTZ 93 n n wc IC Y

397 89861 5 16N 03E FARIES PARK 20 n n x PK Y

398 89862 5 16N 03E FARIES PARK 25 n n x PK Y

399 89863 5 16N 03E FARIES PARK 42 n n x PK Y

400 89864 5 16N 03E FARIES PARK 35 n n x PK Y

401 89865 5 16N 03E FARIES PARK 56 n n x PK Y

402 89866 5 16N 03E FARIES PARK 25 n n x PK Y

403 89867 5 16N 03E FARIES PARK 35 n n x PK Y

404 89868 5 16N 03E FARIES PARK 12 n n x PK Y

405 89870 4 16N 03E DECATUR PARK DIST LENTZ 50 n n x PK Y

406 89871 5 16N 03E DECATUR PARK DIST MASHBURN BROS 98 n n x PK Y

407 89902 1 16N 02E HEINKLE PACKING CO LENTZ 88 n n wc IC Y

408 8996 6 1 16N 02E MCBRIDES TRUCK REPAIR T R HANKS 67 n n wc IC Y

409 200896 5 16N 03E ARCHER DANIELS

MIDLAND CO 123 n n wc IC Y

410 200899 5 16N 03E ARCHER DANIELS

MIDLAND CO 116 n n wc IC Y

411 200901 5 16N 03E ARCHER DANIELS

MIDLAND CO LENTZ 109 n n wc IC Y

412 200904 5 16N 03E ARCHER DANIELS

MIDLAND CO LENTZ 116 n n wc IC Y

413 201025 5 16N 03E DECATUR PARK DIST

FARIES PARK 20 n n x PK Y

414 201026 5 16N 03E DECATUR PARK DIST

FARIES PARK 42 n n x PK Y

415 201028 5 16N 03E DECATUR PARK DIST

FARIES PARK 56 n n x PK Y

416 201030 5 16N 03E DECATUR PARK DIST

FARIES PARK 25 n n x PK Y

417 201031 5 16N 03E D ECATUR PARK DIST

FARIES PARK 35 n n x PK Y

418 201032 4 16N 03E DECATUR PARK DIST

FARIES PARK 102 n n x PK Y

419 201034 4 16N 03E DECATUR PARK DIST LENTZ 50 n n x PK Y

# APPENDIX E

## E-1 

## APPENDIX E – Materials Analysis Plan

## E-2 

# ADM Decatur

CO 2 

# Sequestration Plant VERSION:

1.0 DOCUMENT:

180.SOP.CO2



# Material Analysis Plan

Carbon Dioxide for Underground

Injection ISSUED:

3/13/08 LINKAGE:

None

PAGE:

Page 26 of 41 AUTHOR:

MC



## 1.0 Purpose

The purpose of this document is to provide a plan for sampling and analysis of

carbon dioxide destined for sequestration at the ADM Decatur location.

2.0 Parameters and Rationale

The CO2 will typically be analyzed for the following constituents (the list of

parameters to be analyzed may be altered as experience provides a clearer

picture of the constituents of concern):

• CO 2 

## Identification (% v/v)

• Water Vapor, Moisture (ppm v/v)

• Oxygen (ppm v/v)

Volatile Sulfur Compounds (VSC, ppm v/v)

• Hydr ogen Sulfide (H 2 

## S)

• Sulfur Dioxide (SO 2 

## )

Volatile Oxygenates (VOX, ppm v/v)

• Acetaldehyde

• Ethanol

## E-3 

# ADM Decatur

CO 2 

# Sequestration Plant VERSION:

1.0 DOCUMENT:

180.SOP.CO2



# Material Analysis Plan

Carbon Dioxide for Underground

Injection ISSU ED:

3/13/08 LINKAGE:

None

PAGE:

Page 27 of 41 AUTHOR:

MC



## 3.0 Test Methods

Samples will be analyzed by a third party laboratory using standardized

procedures for gas chromatography, mass spectrometry, detector tubes, and

photo ionization.

4.0 Samp ling Methods

Grab samples will be collected in a tedlar bag from a sample port

located downstream of the Primary Fermentation scrubber and the

dehydration and compression station, but prior to the injection wellhead.

5.0 Frequency of Analysis

Samples will be collected and analyzed once every calendar quarter.

## D- 19PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total lastknownwater fromdepth open intervaltopdepth open intervalbottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

FARIES PARK

420 201120 1 16N 02E HE INKLE MEAT MARKET LENTZ 67 n n wc IC Y

421 201122 1 16N 02E HEINKLE MEAT MARKET LENTZ 29 n n wc IC Y

422 201123 1 16N 02E HEINKLE MEAT MARKET LENTZ 32 n n wc IC Y

423 201124 1 16N 02E HEINKLE MEAT MARKET LENTZ 33 n n wc IC Y

424 201126 1 16N 02E HEINKLE MEAT MARKET LENTZ 88 n n wc IC Y

425 201128 1 16N 02E HEINKLE MEAT MARKET

DRY HOLE LENTZ 42 n n wc IC Y

426 201134 33 17N 03E HIGH COOK CAN CO MASHBURN 77 n n wc IC Y

427 375851 7 16N 03E ADM

- WEST PLANT ROBERT MASHBURN 97 y y wc 11/21/200

5 IC Y

428 121152207500 402774 5 16N 03E ADM CORN SWEETENERS GROSCH IRRIGATION CO 67

3 103 y y x 2005 Y

429 428841 28 17N 03E K ENNETH DAVIS #1 TODD SKINNER 81.5 SAND 63.00 68.00 40.00 n n wd D

O Y

430 428878 28 17N 03E KEITH & DANA CHAPMAN UNKNOWN 103 n n wd D

O Y

431 428879 28 17N 03E FRED STOLLEY UNKNOWN 60 n n wd D

O Y

432 428913 28 17N 03E TERRY WOLPERT SHANE BALDING 7.8 115 SAND 108.0

0 115.0

0 18.00 n n wd D

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### 0 0.5 1

Miles 

#  ̄ T. 17 N.

T. 16 N. R. 3 E.

Original Printed Scale 1:24,000 Water wells near MGSC Phase III ADM Site, Decatur, IL.

Green circle shows a 2.5-mile radius from the center of the property. 

# R. 2 E.

Wells and borings within the Area of Review surrounding the proposed IL-ICCS injection well at the ADM

Site, Decatur, IL. The green outline shows the Area of Review, which was used to select well location

coordinates from ISGS and ISWS databases. Note that wells outside this area are not shown on this

map. The well Map ID number shown for the purpose of this map can be cross-referenced to ISGS API

Number and/or ISWS P-Number well identifiers in the accompanying data tables. Some wells may have

multiple Map IDs assigned due to repeated drilling, testing, or sampling as identified in the source data

tables. 

# merger_xy_all_REV

! ( 

### <all other values>



## ISGS_Oracle.STATUS

! ( 

### MONIT; WASTE; WATER; WATERP; WTST; DRYP; DRY

! ( 

### <Null>

!( 

### COALSEC; GAS; DEAD; PERMIT; OIL; DAO; OILP; DAP; DAOP; DA

! ( 

### STRAT

! ( 

### ENG

! ( 

### UNK; CONF



# merger_xy_all

! ( 

### <all other values>



## ISGS_Oracle.STATUS

! ( 

### MONIT; WASTE; WATER; WATERP; WTST; DRYP; DRY

! ( 

### <Null>

!( 

### COALSEC; GAS; DEAD; PERMIT; OIL; DAO; OILP; DAP; DAOP; DA

! ( 

### STRAT

! ( 

### ENG

! ( 

### UNK; CONF



## merger_xy_all BUP

! ( 

### <all other values>



## ISGS_Oracle.STATUS

! ( 

### <Null>

!( 

### DA; DAO; DAOP; DAP; DEAD; DRY; DRYP; GAS; PERMIT; OIL; OILP; UNK

! ( 

### ENG

! ( 

### MONIT; WASTE; WATER; WATERP; WTST

! ( 

### STRAT

MESPOP Predicted by Computer Simulations

Area of Review



# E Proposed IL-ICCS Well Location



# ! ( wells_2_5_miles_revised

ISWS_wells_revised

quad75 polygon

GISDB_HYDRO.IL_Streams_From_100K_DLG_Ln

! ( 

### ISWS_wells_revised (shape, NO ISGS)



## xy_REV2_appB_inradius_2_5min_mapid

!( 

### <all other values>



## ISGS_Oracle.STATUS

! ( 

### <Null>

!( 

### DA; DAO; DAOP; DAP; DEAD; DRY; DRYP; GAS; PERMIT; OIL; OILP; UNK; COALSEC

! ( 

### ENG

! ( 

### MONIT; WASTE; WATER; WATERP; WTST

! ( 

### STRAT

xy_REV2_appB_allwells

xy_REV1_appB_allwells



# wells_2_5_miles_revised (IN BUFFER)

ISGS_Oracle.STATUS

! ( 

### <Null>

!( 

### DA; DAO; DAOP; DAP; DEAD; DRY; DRYP; GAS; PERMIT; OIL; OILP; UNK

! ( 

### ENG

! ( 

### MONIT; WASTE; WATER; WATERP; WTST

! ( 

### STRAT

! ( 

### ISWS_wells_revised (shape, NO ISGS)

adm_site_gen

World Boundaries and Places

USA Topo Maps

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# Water and Related Wells

Type

! ( 

### Water Well

!( 

### Oil Well

! ( 

### Stratigraphic Test

! ( 

### Engineering Boring

! ( 

### Other / Unknown



## Other Artificial Penetrations

5 

### Oil Well

5 

### Stratigraphic Test

5 

### Engineering Boring 

## Base: United States Geological Survey (USGS) 7.5-Minute Topographic Quadrangle

map imagery and intermediate-scale DLG streams data, rescaled to 1:24,000.

Topographic contour intverval is 5 feet. Tiled topographic map imagery is sourced from

scanned paper maps, and is provided by Esri's USGS Topographic Map Service

(available at: http://goto.arcgisonline.com/maps/USA_Topo_Maps ).

One inch = 2,000 feet ! ( 

## Water Well

!( 

## Oil Well

! ( 

## Stratigraphic Test

! ( 

## Engineering Boring

! ( 

## Other / Unknown 

# Well data not shown

in this area Well data not shown

in this area

Well data not shown

in this area Well data not shown

in this area

Area of Review

MESPOP Predicted by Computer Simulations



# E Proposed IL-ICCS Well Location

# APPENDIX E

## E-1 

## APPENDIX E – Materials Analysis Plan

## E-2 

# ADM Decatur

CO 2 

# Sequestration Plant VERSION:

1.0 DOCUMENT:

180.SOP.CO2



# Material Analysis Plan

Carbon Dioxide for Underground

Injection ISSUED:

3/13/08 LINKAGE:

None

PAGE:

Page 26 of 41 AUTHOR:

MC



## 1.0 Purpose

The purpose of this document is to provide a plan for sampling and analysis of

carbon dioxide destined for sequestration at the ADM Decatur location.

2.0 Parameters and Rationale

The CO2 will typically be analyzed for the following constituents (the list of

parameters to be analyzed may be altered as experience provides a clearer

picture of the constituents of concern):

• CO 2 

## Identification (% v/v)

• Water Vapor, Moisture (ppm v/v)

• Oxygen (ppm v/v)

Volatile Sulfur Compounds (VSC, ppm v/v)

• Hydr ogen Sulfide (H 2 

## S)

• Sulfur Dioxide (SO 2 

## )

Volatile Oxygenates (VOX, ppm v/v)

• Acetaldehyde

• Ethanol

## E-3 

# ADM Decatur

CO 2 

# Sequestration Plant VERSION:

1.0 DOCUMENT:

180.SOP.CO2



# Material Analysis Plan

Carbon Dioxide for Underground

Injection ISSU ED:

3/13/08 LINKAGE:

None

PAGE:

Page 27 of 41 AUTHOR:

MC



## 3.0 Test Methods

Samples will be analyzed by a third party laboratory using standardized

procedures for gas chromatography, mass spectrometry, detector tubes, and

photo ionization.

4.0 Samp ling Methods

Grab samples will be collected in a tedlar bag from a sample port

located downstream of the Primary Fermentation scrubber and the

dehydration and compression station, but prior to the injection wellhead.

5.0 Frequency of Analysis

Samples will be collected and analyzed once every calendar quarter.

# APPENDIX F

## F-1 

## APPENDIX F

- Groundwater Monitoring Plan

## F-2 Groundwater Monitoring Plan for the Lowermost USDW

Illinois Industrial Carbon Capture & Sequestration (IL

- ICCS) Project

Decatur, I llinois



## F.1. Purpose, Number of Wells , and Well Placement

The purpose of this proposed groundwater monitoring plan is to evaluate the variability of

groundwater quality in the lowermost underground source of drinking water (USDW) during the

project to determine if any significant impacts are occurring as a direct result of CO 2 

## inje ction at

the IL

- ICCS site. Four regulatory compliance monitoring wells in the Pennsylvanian bedrock

are proposed. Figure F- 1 shows areas within which wells will be placed. Two wells will be

located within about 2 00 feet of the injection well. Two other m onitoring wells will be located

within approximately 400 and 2,000 feet from the injection well. Two monitoring wells will be

located within 200 feet of the injection well because it is an area of greater risk for leakage. The

exact location of wells will depend on t he final location of the injection well and related

infrastructure. Placement of wells within the 400 and 2000 foot zones will be considered in the

context of effective determination of groundwater flow direction in the lowermost USDW and

anticipated movement of the CO 2 

## plume in the Mt. Simon Formation . Because of its buoyancy,

the injected CO 2 

## is expected to move upward in the injection zone and move updip. Regional

maps of the Precambrian and the Mt. Simon ( reference Figures 2

- 5 through 2

- 7 in Section 2 of

this application ) indicate that the updip direction of the Cambrian rocks is northwest.

F.2. Type of Wells

All groundwater monitoring wells will be installed and eventually abandoned according to

Illinois Department of Public Health regulations. During drilling, representative cores will be

collected at selected monitoring well locations and archived at the Illinois State Geological

Survey. Field descriptions of the cores will be taken and the desired monitoring interval

identified. Moni toring wells are planned to be constructed of 2- inch PVC materials or similarly

suitable materials with threaded connections. S lotted well screen (e.g., 0.010 inch slot or similar

as appropriately sized for formation and sand pack conditions) will be used . The screened

interval will have a sand pack of appropriate thickness based on t he monitoring interval

identified from core samples. Bentonite will be used as the annular fill above the sand pack to

near land surface. Concrete and a well protector will be placed at the surface. The locations and

elevations of the monitoring wells will be determined by standard land surveying methods based

on at least one local benchmark. As soon as practical after well construction and p rior to

impl em enting the sampling sc hedule, all wells will be developed with an inertial

- lift pump

, electric centrifugal submersible pump , positive air displacement pump, or similar equipment

.

## F-3 Figure F -1. IL -ICCS Injection Site Showing Groundwater Compliance Well Areas.

Two wells will be within 200 feet of the injection site, one within 400 feet, and one within 2,000 feet.

## F-4 

## To en sure sample integrity and reduce the intr oduction of at mospheric CO 2 

## into the groundwater

monitoring wells during sampling, dedicated pumps will be installed. The pumps, tubing, and any

other downhole accessories will be rin s ed w ith deionized water and placed in plastic bags for

travel to the field s ite. During pump deployment and at other times, care w ill be taken to en sure that equipment to be used inside the monitoring wells remains clean and does not come in

contact with potentially contaminating materials.

F.3. Initiation, Frequency and Duration of Monitoring

Shallow groundwater monitoring wells will be installed after the proposed USDW monitoring

plan has been approved and could be installed as early as the fall of 201 1 . P re

- injection

sampling will be initiated after sufficient well development has occurred to remove as much

visible turbidity from the produced water as is practical. Background monitor ing will begin as

soon as practical and will continue quarterly before injection operations begins and water quality

data suggests effects of well drilling and installation have subsided

. Quarterly monitoring will

continue thereafter for the duration of the permit and through year one of the post

- injection

phase. During the remainder of the post

- injection site monitoring phase, sampling will be on a

yearly basis.

F.4. Sampling Parameters , Sampling Methods, and Analy tical Methods

For regulatory compliance purposes, we propose to analyze groundwater samples for the

following:

Field Parameters:

**•** pH

**•** S pecific Conductance

**•** T emperature

**•** Dissolved O xygen

Indicator Parameters:

**•** Alkalinity

**•** Bromide

**•** Calcium

**•** Chloride

**•** Sodium

**•** Total CO 2



## All indicator parameters of int erest are inorganic and have been selected b ased on know n

chemical reactions of CO 2 

## in aqueous media . These parameters are expected to be key indicators

in determin ing whether injected CO 2 

## has or has not impacted groundwater quality either 1)

directly by introduction of CO 2 

## into shallow groundwater or 2) indirectly by CO 2 

## -induced

## F-5 

## migration of groundwater with differing chemical compositions (e.g., brine) into shallow

groundwater.

Sample Containers

All sample bottles will be new. Sample bottles and bags for analytes will be used as received

from the vendor or contract analytical laboratory or cleaned prior to use as appropriate for the

analyte of interest.

Well Purging and Sampling

Static water levels in each well will be determined using an electronic w ater level indicator

before any purging or sampling activities . Dedicated pumps (e.g., bladder pumps) will be

installed in each monitoring well to minimize potential cross contamination between wells

.

Groundwater pH, temperature, specific conductance , a nd dissolved oxygen will be monitored in

the field using portable probes and a flow

- through cell consistent with standard methods ( e.g.,

APHA, 2005) given sufficient flow rates and volumes. Field chemistry probes will be calibrated

at the beginning of each sampling day according to equipment manufacturer procedures using

standard reference solutions. When a flow

- through cell is used, field parameters will be

continuously monitored and will be considered stable when three successive measurements made

three minutes apart meet the criteria listed in Table F- 1. It is anticipated that purging will

primarily be conducted based on stabilization of the field parameters using a low

- flow method

. However, conditions (e.g., low well productivity) may require the use of other methods

consistent with ASTM D6452

- 99 (2005) or Puls and Barcelona (1996). If a flow through cell is

not used, field parameters will be measured in grab samples

.



## Table F- 1. Stabilization criteria of water quality parameters during groundwater monitoring well

purging

FIELD PARAMETER STABILIZATION CRITERIA

pH + /

- 0.2 units

Temperature + /

- 1° C

Specific Conductance + /

- 3% of reading in μS/cm

Dissolved Oxygen + /

- 10% of reading or 0. 3 mg/L whichever is greater

S amples will be filtered through 0.45 μm flow

- through filters as appropriate and consistent with

ASTM D6564

- 00. Prior to sample collection, filters will be purged with a minim um of 100

milliliters of well water (or more if required by the filter manufacturer)

. For alkalinity and total

CO 2 

## samples, efforts will be made to minimize exposure to the atmosphere during filtration,

collection in sample containers, and analysis

. Sampl e preservation techniques (Table F- 2) will be

consistent with those described in US EPA (1974), American Public Health Association (APHA,

2005 ), Wood (1976), and ASTM Method D6517

- 00 (2005). After collection, samples will be

placed in ice chests in the field and maintained thereafter at approximately 4° C until analysis.

## F-6 

## Table F-2. Sample preservation and containers

A NALYTE 

## P RESERVAT ION 1 

## H OLDING 

## T IME 1 

## C ONTAINER 1 

## M ETHOD



## Alkalinity Filtration, 4° C In field, 14 days HDPE bottle EPA 310.1

APHA 2 

## 2320

Disso lved

Anions:

Bromide,

Chloride Filtration, 4° C 28 days HDPE bottle EPA 300.0

APHA 4110B

Dissolved

Metals :

Calcium, Sodium Filtration, 4° C

,

HNO 3 

## < pH 2 6 months HDPE bottle EPA 200.8

APHA 3120B

Total CO 2 

## Filtration, 4° C 14 days HDPE bottle APHA 4500

-

CO 2 

## D

Orion, 1990 or

ASTM D513 -06

Note 1: USEPA, Methods for Chemical Analysis of Water and Wastes, EPA-600/4-79-020

Note 2: American Public Health Association, Standard Methods for the Examination of Water

and Wastewater

Sample Analysis

Sample analysis will be performed by a National Environmental Laboratory Accreditation

Program (NELAP) accredited laboratory except in the case of Total CO 2 

## . Anion concentrations

will be determined by ion chromatography (O’Dell et al., 1984, EPA Method 300.0), and cation

co ncentrations will be determined by inductively coupled plasma (ICP) spectrophotometry , ( e.g.,

EPA Method 200.8 ; APHA, 2005 ). Alkalinity will be determined using APHA Method 2320.

Total CO 2 

## concentrations will be determined preferentially by coulometry per ASTM D513

- 06

or alternatively by other methods (e.g., Orion, 1990; APHA, 2005 ).

Quality Assurance/Quality Control (QA/QC)

Field quality assurance will primarily include periodic field duplicates and field blanks

. One

field duplicate and one field blank will be used per sampling event. Additional field QA/QC

measures will be implemented according to ASTM Method D7069-04 (2004) as needed based on

data analysis of historical results and laboratory performance during the monitoring program.

Sample Chai n of Custody

All sample bottles will be labeled with durable labels and indelible markings. A unique sample

identi fication number, sampling date, and analyte(s) will be recorded on the sample bottles as

well as sampling records written for each well. S am pling records (e.g., a field logbook,

individual well sampling sheet) will indicate the sampling personnel, date, time, sample

## F-7 

## location/well, unique sample identification number, collection procedure, measured field

parameters, and additional comments as needed.

A chain

- of

- custody record shall be completed and accompany every sample or group of samples

collected during an individual sampling event to track sample custody . T his record should

include : sampler name(s), their affiliation, address, phone number, project identification and

project location, sample(s) identification number(s), sampling date and time, signature of

person(s) involved in chain -of- custody possession, and remarks regarding sample(s). W here

appropriate, ASTM Method D6911

- 03 (2003) will be followed for packaging and shipping of

samples. I mmediately upon sample collection, containers shall be placed in an insulated cooler

and cooled to 4 degrees Celsius . Samples will either be shipped or hand delivered. Shipment

priority will be deter mined by the holding times or need to expedite sample analysis. U pon

receipt at the laboratory, the samples will be accepted and tracked by the laboratory from arrival

through completed analysis.

Groundwater Quality Evaluation

Data validation will includ e the review of the concentration units, sample holding times, and the

review of duplicate, blank and other appropriate QA/QC results

. All groundwater quality results

will be entered into a database or spreadsheet with periodic data review and analysis . Copies of

analytical reports from the NELAP laboratory will be kept on file at the ISGS for the duration of

the project. Analytical results from the NELAP laboratory will be reported quarterly based on

the approved UIC permit conditions

. In the quarterly re ports, d ata will be presented in graphical

and tabular formats as appropriate to characterize general groundwater quality and identify

intrawell variability with time . A fter sufficient data have been collected, additional methods

consistent with the USEPA 2009 Unified Guidance (USEPA, 2009) will be used to evaluate

intrawell variations for each groundwater constituent to evaluate if significant changes have

occurred that could be the result of CO 2 

## or brine seepage.

F.5. References

APHA, 2005, Standard methods for the examination of water and wastewater (21 st 

## edition)

, American Public Health Association, Washington, DC.

ASTM, 2010, Method D7069-04 (reapproved 2010), Standard guide for field quality assurance

in a ground-water sampling event , ASTM International, 100 Barr Harbor Drive, West

Conshohocken, PA.

## F-8 

## ASTM, 2010, Method D6911-03 (reapproved 2010), Standard guide for packaging and shipping

environmental samples for laboratory analysis , ASTM International, 100 Barr Harbor Drive,

West Conshohocken, P A.

ASTM, 2005, Method D6517-00 (reapproved 2005), Standard guide for field preservation of

ground-water samples , ASTM International, 100 Barr Harbor Drive, West Conshohocken, PA.

ASTM, 2005, Method D6564-00 (reapproved 2005), Standard guide for field filtration of

ground-water samples , ASTM International, 100 Barr Harbor Drive, West Conshohocken, PA.

ASTM, 2005, Method D6452-99 (reapproved 2005), Standard Guide for Purging Methods for

Wells Used for Ground-Water Quality Investigations , ASTM International, 100 Barr Harbor

Drive, West Conshohocken, PA.

ASTM, 2002, Method D513-02, Standard test methods for total and dissolved carbon dioxide in

water , ASTM International, 100 Barr Harbor Drive, West Conshohocken, PA.

ASTM, 2002, Method D6771-02, Standard guide for low-flow purging and sampling for wells

and devices used for ground-water quality investigations , ASTM International, 100 Barr Harbor

Drive, West Conshohocken, PA.

Gibb, J.P., R.M. Schuller, and R.A. Griffin, 1981, Procedures for the collection of representative

water quality data from monitoring wells, Illinois State Geological Survey Cooperative

Groundwater Report 7, Champaign, IL, 61 p.

Larson, D.R., B.L. Herzog and T.H. Larson, 2003. Groundwater geology of DeWitt, Piatt, and

Northern Macon Coun ties, Illinois. Illinois State Geological Survey Environmental Geology

155, 35 p.

O’Dell, J. W., J. D. Pfaff, M. E. Gales, and G. D. McKee, 1984, Test Method - The Determination

of Inorganic Anions in Water by Ion Chromatography-Method 300 , U.S. Environmen tal

Protection Agency, EPA-600/4-84-017.

Orion Research Inc ., 1990, CO 2 

## Electrode Instruction Manual , Orion Research Inc. , 36 p.

Puls, R.W., and M.J. Barcelona, 1996, Low-Flow (Minimal Drawdown) Ground-Water Sampling

Procedures . U.S. Environmental Protection Agency, EPA-540/S-95/504.

US EPA, 2009, Statistical analysis of groundwater monitoring data at RCRA facilities – Unified

Guidance , US EPA, Office of Solid Waste, Washington, DC.

## F-9 

## US EPA, 1974, Methods for chemical analysis of water and wastes, US EPA Cincinnati, OH,

EPA -625- /6 -74-003a.

Wood, W. W., 1976, Guidelines for collection and field analysis of groundwater samples for

selected unstable constituents , In U.S. Geological Survey, Techniques for Water Resources

Investigations, Chapter D-2, 24 p.

# APPENDIX G

## G-1 

## APPENDIX G – Procedures for Testing Mechanical Integrity

## G-2 

# Procedures for Testing Mechanical Integrity:

Pressure Testing Techniques

Objective: To verify the “absence of significant leaks”

Initial tests

To be completed during the installation of well completion as per standard and best completion

practices. Procedure will begin at the point of installing final injection string with injection

packer or seal assembly if PBR (polished bore receptacle) and seal assembly is being used. Well

will already be filled with packer fluid at this time.

1. Pick up pa cker/seal assembly, a ny profile nipples, and injection tubing along with

any subsurface monitor equipment and control lines if required.

2. Injection tubing will be tested while being run into well or by using blanking plug

after being run into well as deemed most appropriate . Space out string and either

st r ing into PBR with seal assembly or set injection packer.

3. Land tubing in wellhead with tubing hanger. Nipple down Nipple up well head. Test

the casing

- tubing annulus side for one hour to 1000 psig. Record test using N ational

Institute of Standards and Technology (NIST) certified and calibrated recorder. A t est

will be deemed successful if a pressure decline of less than 3% is observed. Any

significant pressure drop will be investigated to verify that mechanical integrity is

intact and corrected as necessary. Pressure test will be re

- run following investigation

/ remediation to confirm integrity.

4. The data obtained, including recorded charts from the tests, shall be submitted as

required by the UIC permit.

Subsequent Tests

To be completed following a period of CO 2 

## injection.

1. Stop injection and allow well to stabilize

2. Connect NIST certified and calibrated pressure recorder to tubing – casing annulus.

3. Using annular pressure control pump increase injection pressure to 1000 psig.

4. Monitor pressure over a 1 hour period. A test will be deemed successful if less than

3% pressure drop is observed over one hour.

5. If a s ignificant pressure drop is observed it will be investigated to verify that

mechanical integrity is intact and corrected as necessary. Pressure test will be re -run following investigation / remediation to confirm integrity.

6. The data obtained, including recorded charts from the tests and volume of liquid used,

shall be submitted as required by the UIC permit.

## G-3 

## Continual Monitoring

During the injection timeframe of the project, the casing

- tubing pressure will be monitored and

recorded real time. Surface pressure of the casing

- tubing annulus is anticipated to be from 400 to

700 psi. A ny significant change of casing

- tubing annular pressure that can be related to

mechanical integrity issues will be investigated as a p ossible leak in one of four areas :

- Casing

- from the surface to the packer

- Tubi ng string

- from the surface to the packer

- Packer seal

- Tree

## G-4 Figure G-1 - Schematic diagram of injection well showing annulus to be tested for mechanical integrity.

## G-5 

# Procedures for Testing Mechanical Integrity:

Time

- Lapse Sigma L ogging and Temperature Surveys

Objective: To verify the “absence of significant fluid movement”

Initial Survey - Time Lapse Sigma Logs

To be completed before CO 2 

## Injection with the tubing and annular fluid level at least to the

Maquoketa Formation:

1. Move in and rig up electric logging unit with pressure control

2. Run base RST Sigma Log from TD to surface

3. Rig down the logging equipment

4. Process and archive data as baseline

Subsequent Surveys - Time Lapse Sigma Logs

To be completed following a period of CO 2 

## injection, with the well in a static condition and fluid

level to the Maquoketa Formation or higher:

1. Move in and rig up electric logging unit with lubricator

2. Run RST Sigma Log from TD thru at least the Maquoketa Formation

3. Rig down the logging equipment

4. P rocess the data and compare to baseline log noting any changes in Sigma that can be

attributed to CO 2



## 5. Should CO 2 

## migration be interpreted in the top most section of the log, additional

logging runs will be required to find the top of migration

6. The data obt ained shall be submitted as required by the permit.

Post Injection Temperature Surveys

Well should be in a state of injection for at least 6 hours prior to commencing operations in order

to cool injection zones.

1. Move in and rig up an electrical logg ing unit with lubricator

2. Run a temperature survey from the Base of the Maquoketa Formation (or higher) to

the deepest point reachable in the Mt. Simon while injecting at a rate that allows for

safe operations.*

3. Stop injection, pull tool back to shallow depth, wait 1 hour.

4. Run a temperature survey over the same interval as step 2.

5. Pull tool back to shallow depth, wait 2 hours

6. Run a temperature survey over the same interval as step 2.

7. Pull tool back to shallow depth, wait 2 hours

8. Run a temperature survey ov er the same interval as step 2

## G-6 

## 9. Evaluate data to determine if additional passes are needed for interpretation. Should

CO 2 

## migration be interpreted in the top most section of the log, additional logging

runs over a higher interval will be required to find the top of migration

10. Rig down the logging equipment

11. Overlay data and interpret which zones are open to injection.

12. The data obtained shall be submitted as required by the permit.

*Should operation constraints or safety concerns not allow for a logging pas s while injecting; an

acceptable, alternate plan is to stop injecting immediately prior to the first logging pass.

# APPENDIX H

## H-1 

## APPENDIX H - Emerg ency and Remedial Response Plan

## H-2 

## EMERGENCY AND REMEDIAL RESPONSE PLAN

This plan is provided to meet the requirements of 40 C FR 146.94. As steps to prevent

unexpected CO 2 

## movement have already been undertaken in accordance with risk analysis, this

plan is about actions to be taken, and to be prepared to take, if the unexpected movement occurs

anyway.

Facility Name: Archer Daniels Midland Company (ADM)

Illinois Industrial Carbon Capture & Storage (IL- ICCS) Project

Facility Contact s: A site

- specific list of facility contacts will be developed and maintained

during the life of the project.

Injection Well Location: Near the center of Section 32

Township 17N, Range 3E (Whitmore Township)

Decatur, Macon County, Illinois

This emergency and remedial response plan (ERRP) describe actions that the owner / operator

(ADM) shall take to address movement of the injection fluid or formation fluid in a manner that

may endanger an underground source of drinking water (USDW) during construction, o peration,

or post- injection site care periods.

By Federal regulation, if ADM obtains evidence that the injected carbon dioxide (CO 2 

## ) stream

and/or associated pressure front may endanger a USDW, ADM must perform the following

actions:

1. Immediately shut dow n the injection well.

2. Take all steps reasonably necessary to identify and characterize the release.

3. Notify the permitting agency (UIC Program Director) of the event within 24 hours.

4. Implement the approved ERRP.

Please note: A preliminary outline for the development of a plan for various contingencies

follows this ERRP. This Contingency Plan is to be formally developed during the Permit

Review Period.

Part 1: Local Resources and Infrastructure

. Resources in the vicinity of the IL

- ICCS project that

may be impacted as a result of an emergency at the project site include: underground sources of

drinking water (USDWs); potable water wells; the Sangamon River; Bois Du San gamon Nature

Preserve; and Lake Decatur.

Infrastructure in the vicinity of the IL

- ICCS project that may be impacted as a result of an

emergency at the project site include: Richland Community College ; various residential areas,

commercial properties

, and recreational facilities; and ADM corn processing facilities.

A map of the local area is provided as Figure H-1 at the end of this plan.

## H-3 

## Part 2: Potential Risk Scenarios

. The following events related to the IL

- ICCS project could

potentially result in an emergency response:

**•** Injection or monitoring (verification) well integrity failure;

**•** In jection well monitoring equipment failure (e.g., shut-off valve, pressure gauge, etc.)

**•** A natural disaster ( e.g. , earthquake, tornado, lightning strike);

**•** Fluid (e.g. brine) leakage to a USDW;

**•** Carbon dioxide leakage to USDW or land surface.

Response actions will depend on the severity of the event(s) triggering an emergency response.

Emergency events will be defined as follows:

TABLE H -1 . DEFINITION OF EMERGENCY CONDITIONS

Emergency Condition Definition

Major Emergency Event poses immediate r isk to huma n health

, resources

, or infrastructure. E mergency actions involving local authorities

(evacuation or isolation of areas) should be initiated.

Serious Emergency Event poses potential r isk to human health

, resources , or

infrastructure if conditions worsen or no response actions

taken.

Minor Emergency Event poses no immediate risk to human health, r esources

, or

infrastructure

.

In the event of an emergency requiring cessation of injection, CO 2 

## slated for injection may be

released to the atmosphere.

Part 3: Emergency Identification and Response Actions

. Steps to identify and characterize the

event will be dependent on t he specific issue identified, and the severity of the event . Th e

potential risk scenarios identified in Part 2 are detailed below.

In t he event of an emergency requiring outside assistance, the project contact lead shall call

the ADM Security Dispatch at (217) 424-4444.

## H-4 

## Well Integrity Failure

. Integrity loss of the injection well and/or verification well may endanger USDWs or surface

areas. Integrity loss may have occurred if the following events occur:

a. Automat ic shutdown devices are activated . ( NOTE: The activation of an

automatic shutdown device does not, in itself, constitute an emergency event. )

**•** Wellhead pressure exceeds the shut down pressure (2,380 psi);

**•** Mass flow rate of CO 2 

## exceeds the daily limit (3,300 metric tonnes per

day);

**•** Surface temperature varies outside the permitted range;

**•** Annulus pressure varies outside of the permitted range (<500 psi or

>600 psi);

b. Mechanical integr ity test results identify abnormal results.

Response Actions:

**•** Immediately notify the ADM and other designated project contacts.

**•** Project contacts will determine the severity of the event, based on the

information available , within 24 hours of notification.

**•** Notify the UIC Program Director within 24 h ours of the incident , if

event meets the definition of an “emergency” condition

.

**•** For a Major or Serious Emergency:

o Cease injection immediately.

o Shut in well (close flow valve). Vent CO 2 

## from surface facilities

.

o Limit access to wellhead to authorized personnel only.

o Communicate with Corn Plant personnel and local authorities to

initiate evacuation plans, as necessary.

o Monitor well pressure, temperature, annulus pressure to verify

integrity loss and d etermine the cause and extent of failure.

**•** For a Minor Emergency:

o Cease injection immediately

.

o Shut in well (close flow valve). Vent CO 2 

## from surface facilities

.

o Reset automatic shutdown devices.

o Monitor well pressure, temperature, annulus pressure to verify

integrity loss and determine the cause and extent of failure

.

Injection W e ll Monitoring Equipment Failure

. The failure of monitoring equipment for wellhead pressure, temperature, and/or annulus pressure

may indicate a problem with the injection well that could endanger USDWs . ( NOTE: The

failure of monitoring equipment does not, in itself, constitute an emergency event. )

Response Actions:

**•** Immediately notify the ADM and other designated project contacts.

**•** Project contacts will determine the severity of the event, b ased on the

information available , within 24 hours of notification.

**•** Notify the UIC Program Director within 24 h ours of the incident, if

event meets the definition of an “emergency” condition.

**•** For a Major or Serious Emergency:

## H-5 

## o Cease injection immediately.

o Shut in well (close flow valve). Vent CO 2 

## from surface facilities

.

o Limit access to wellhead to authorized personnel only.

o Communicate with Corn Plant personnel and local authorities to

initiate evacuation plans, as necessary.

o Monitor well pressure, temperature, annulus pressure (manually if

necessary) to determine the cause and extent of failure.

**•** For a Minor Emergency:

o Cease injection immediately

.

o Shut in well (close flow valve). Vent CO 2 

## from surface facilities

.

o Reset or repair automatic shutdown devices.

o Monitor well pressure, temperature, annulus pressure (manually if

necessary) to determine the cause and extent of failure.

Potential CO 2 

## Leakage to Land Surface . Elevated concentrations of CO 2 

## or other evidence of

CO 2 

## leakage to the land surface are detected

.

Response Actions:

**•** Immediately n otify the ADM and other designated project contacts

.

**•** Project contacts will determine the severity of the event, based on the

information available , within 24 hours of notification.

**•** Notify the UIC Program Director with in 24 h ours of the incident, if

event meets the definition of an “emergency” condition.

**•** For all Emergencies (Major, Serious, and Minor):

o Cease injection immediately.

o Shut in well (close flow valve). Vent CO 2 

## from surface facilities.

o Limit access to wellhe ad to authorized personnel only.

o Communicate with Corn Plant personnel and local authorities to

initiate evacuation plans, as necessary.

o If suspected release is from the wellhead, take steps to plug well,

and repair, if possible. If release is significant (i.e., a well

“blowout”), take steps to kill well.

o If suspected release is away from well head, take steps to log well

to detect CO 2 

## movement outside of casing.

o Isolate the suspected release area with the assistance of local

authorities , if necessary.

o Use trained personnel to inspect the suspected release area and

conduct CO 2 

## air monitoring at the suspected release point, or , if a

larger area, establish a sampling grid within the suspected release

area and monitor at sample grid points.

o If a release poin t is not identified from the above actions, perform

additional CO 2 

## air measur ements within the sampling grid.

o Use collected data to pinpoint the suspected release area.

o Establish a restricted area around the release with the assistance of

local authorities , if necessary.

o Take appropriate steps to dilute and vent the CO 2 

## release.

## H-6 

## o Continue monitoring within the release area until monitoring data

indicate that the release has been mitigated.

Potential Brine or CO 2 

## Leakage to USDW

. Elevated concentrations of indicator p aramet er(s)

in groundwater sample(s) or other evidence of fluid (brine) or CO 2 

## leakage into a USDW

.

Response Actions:

**•** Immediately notify the ADM and other designated project contacts.

**•** Project contacts will determine the severity of the event, based on the

information available , within 24 hours of notification.

**•** Notify the UIC Program Director within 24 h ours of the incident, if

event meets the definition of an “emergency” condition.

**•** For all Emergencies (Major, Serious, or Minor):

o Cease injectio n immediately.

o Shut in well (close flow valve). Vent CO 2 

## from surface facilities

.

o Collect a co nfirmation sample(s) of groundwater and analyze for

indicator parameters

.

o If the presence of indicator parameters are confirmed, develop a

case

- specific work plan to

a. install additional groundwater monitoring points near the

impacted groundwater well(s) to delineate the extent of

impact; and

b. remediate impacts to the impacted USDW.

o Arrange for an alternate potable water supply, if the USDW was

being utilized.

o Proce ed with efforts to remediate USDW (e.g., install system to

intercept/extract brine or CO2, “pump and treat” to aerate CO2

- laden water, etc.)

.

o Continue groundwater remediation, monitoring on a frequent basis

(frequency to be determined by ADM and the UIC Pr ogram

Director ) until USDW impact has been fully addressed

.

Natural Disaster . Well problems (integrity loss, leakage, or malfunction) may arise as a result

of a natural disaster impacting the normal operation of the injection well . An earthquake may

di sturb surface and/or subsurface facilities; weather

- related disasters (e.g., tornado or lightning

strike) may impact surface facilities.

If a n atural disaster occurs that affects normal operation of the injection well , perform the

following:

Response Act ions:

**•** Immediately notify the ADM and other designated project contacts.

**•** Project contacts will determine the severity of the event, ba sed on the

information available , within 24 hours of notification.

**•** Notify the UIC Program Director within 24 h ours of the incident, if

event meets the definition of an “emergency” condition.

## H-7 

## • For a Major or Serious Emergency:

o Cease injection immediately.

o Shut in well (close flow valve). Vent CO 2 

## from surface facilities

.

o Limit access to wellhead to authorized personnel only.

o Co mmunicate with Corn Plant personnel and local authorities to

initiate evacuation plans, as necessary.

o Monitor well pressure, temperature, annulus pressure to verify well

status and determine the cause and extent of any failure.

**•** For a Minor Emergency:

o Cease injection immediately.

o Shut in well (close flow valve). Vent CO 2 

## from surface facilities

.

o Limit access to wellhead to authorized personnel only.

o Monitor well pressure, temperature, annulus pressure to verify

integrity loss and determine the cause and ext ent of any failure.

Part 4: Response Personnel and Equipment

Site personnel, project personnel, and local authorities will be relied upon to impl ement this

ERRP. The injection well and areas to the west and southwest are located within the limits of

the City of Decatur; however, adjacent areas to the southeast, east, and north are outside of city

limits. Therefore, both city and county emergency responders (as well as state agencies) may

need to be notified in the event of an emergency.

Site personnel:

ADM Project Engineer

ADM Corn Plant Environmental Manager

ADM Plant Manager, Plant Superintendent, or General Foreman

ADM Corporate Communications Contact

Project personnel:

Subcontractor Project Manager (s)

Local Authorities: including (but not limite d to)

Ci ty of Decatur Police Department

City of Decatur Fire Department

Macon County Sheriff

Illinois State Police

Macon County Emergency Management Agency

Illinois Emergency Management Agency

Equipment needed in the event of an emergency and remedial re sponse will vary, depending on

the triggering emergency event. R esponse actions (cessation of injection, well shut

- in, and

evacuation) will generally not require specialized equipment to implement. Where specialized

equipment (such as a drilling rig ) is required, the designated Subcontractor Project M anager shall

be responsible for its procurement.

## H-8 

## Part 5: Emergency Communications Plan

In the event of an emergency requiring outside assistance, the project contact lead shall call

the ADM Security Dispatc h at (217) 424-4444.

A site

- specific emergency contact list will be developed and maintained during the life of the

project.

Emergency communications with the public will be handled by ADM Corporate

Communications. The individual to be designated by ADM will be the first contact during an

emergency event. This individual will contact the crisis communication team as appropriate.

Emergency responses to the media will be dealt with ONL Y by the personnel so designated by

ADM . Those individuals should try to be reachable 24 hours a day for contact in the event of an

emergency

.

In the event that anyone else is contacted to comment on any situation deemed an “emergency”,

the media contact should be directed to the ADM

- designated individual, who will oversee all

media communications with the public (through either interview, press release, Web posting, or

other) in the event of an emergency situation related to the injection project.

Part 6: Plan Review

This ERRP shall be reviewed:

**•** at least once every five (5) years following its approval by the permitting agency,

**•** within one (1) year of an area of review (AOR) re -evaluation,

**•** within a prescribed period (to be determined by the permitting agency) fo llowing any

significant changes to the injection process or injection facility, or

**•** as required by the permitting agency.

If the review indicates that no amendments to the ERRP are necessary, provide the permitting

agency with the documentation supporti ng the “no amendment necessary” determination.

If the review indicates that amendments to the ERRP are necessary, amendments shall be made

and submitted to the permitting agency within six (6) months following an event that initiates the

ERRP review proce dure.

## H-9 Figure H

- 1. Local area map for the IL

- ICCS project. Emergency & remedial response activities will most likely be

within the “area of review” highlighted on the map. This map illustrates the resources and infrastructure in the

vicinity of the I L- ICCS project. ADM Corn Plant facilities are south of the injection well, Richla nd Community

College is west. T he closest residential/commercial/industrial areas are to the east of the injection well. Lake

Decatur / Sangamon River and natural / recreational areas are generally east to southeast of the injection well.

Source: ISGS and ISWS well databases, current as of May 10, 2011.