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 financial 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 report. 
APPENDIX B 

 
B-1 

APPENDIX B – CO2 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 and the injection well. The applicant can upon request provide the agency a complete set 

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

proprietary and confidential. 

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

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

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

before or with the well completion report.
PIPING & INSTRUMENT DIAGRAM (P&ID)

D C

PROJECT DATA DRAWING NUMBER

SIZE TYPE

ENGINEERING RECORD

DATE:

SCALE:

DRAWN BY:

APPROVED BY:

CHECKED BY:

03/10/11

DKN

JKT

SEQUENTIAL REVISION

 

 

 

 

 

 

 

DATE NO. REVISION BY CK’D APPR.

03/21/11 A BSB JKT

- NONE -

PROCESS AREA

PRELIMINARY

180 / CORN PLANT

ISSUED FOR REVIEW

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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 DANIELS

THIS DRAWING IS THE PROR

 

 

 

 

 

 

 

 

-

PRELIMINARY

DECATUR, IL 62525

DRAWING

STATUS

JKT

 

 

 

 

 

 

 

 

DATE NO. REVISION BY CK’D APPR.

 

 

 

 

 

 

 

 

LAST INSTRUMENT/VALVE NO. DATE BY

PIPING SYSMBOLS & DESIGNATION CODES

PROCESS GAS PROJECT 1096881 COVER SHEET-A

1041-PD-00A

GPM FEET

XXHP XXXX

XX XX

PUMP NAME

PUMP ID NUMBER

Bu/hr

XXX HP XXX RPM

XX,000

MILL NAME

MILL ID NUMBER

CFM "W.C.

XXHP XXXX

XX XXX

BLOWER NAME

BLOWER ID NUMBER

GPM FEET

XX HP XXXX RPM

XX XX

PUMP NAME

PUMP ID NUMBER

GPM FEET

XXHP XXXX RPM

XX XX

BLOWER NAME

BLOWER ID NUMBER

Bu/hr

XXX HP XXX RPM

XX,000

MILL NAME

MILL ID NUMBER

GPM FEET

XX HP XXXX RPM

XX XX

PUMP NAME

PUMP ID NUMBER

GPM FEET

XXHP XXXX

XX XX

PUMP NAME

PUMP ID NUMBER

GPM FEET

XXHP XXXX RPM

XX XX

PUMP NAME

PUMP ID NUMBER

GPM FEET

XXHP XXXX RPM

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)

XXSQ FT

XX

XX

HX ID NUMBER

HX NAME

110 90

110 130

GPM(HOT SIDE)

GPM(COLD SIDE)

XXSQ FT

XX

XX

HX ID NUMBER

HX NAME

180 50

70 125

GPM FEET

XX HP XXXX RPM

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"

1/8" SLOPED LINE

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

CHA AMMONIA

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

V VENT

GENERAL AREA-GA-DWG NUMBER

ARRANGEMENT

1100GA01

BSS BISODIUM SULFITE

ANS ANAEROBIC SLUDGE

ANE ANAEROBIC EFFLUENT

BG BIOGAS

PEF PRIMARY EFFLUENT

RWW RAW WASTE WATER

SEF SECONDARY EFFLUENT

TRS TERTIARY RESIDUAL SOLIDS

TEF TERTIARY EFFLUENT

WAS WASTE ACTIVATED SLUDGE

WWD WASTE WATER DRAIN

WWO WASTE WATER OVERFLOW

WTS WASTE WATER TREATMENT SUMP

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

SBR SALT BRINE

SLT

ROC RO CONCENTRATE

LIME CLARIFIED

LIME CLARIFIED SLUDGE

LC

LCS

FPF FILTER PRESS FILTRATE

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

N NITROGEN

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

CS CAUSTIC 50%

CTW

03/25/11 B ISSUED FOR FINAL REVIEW BSB JKT JKT

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

04/18/11 C ISSUED FOR APPROVAL BSB JKT JKT
PIPING & INSTRUMENT DIAGRAM (P&ID)

D C

PROJECT DATA DRAWING NUMBER

SIZE TYPE

ENGINEERING RECORD

DATE:

SCALE:

DRAWN BY:

APPROVED BY:

CHECKED BY:

03/11/11

DKN

JKT

SEQUENTIAL REVISION

 

 

 

 

 

 

 

 

DATE NO. REVISION BY CK’D APPR.

03/11/11 A DKN JKT

- NONE -

PROCESS AREA

PRELIMINARY

180 / CORN PLANT

ISSUED FOR REVIEW

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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 DANIELS

THIS DRAWING IS THE PROR

 

 

 

 

 

 

 

 

-

PRELIMINARY

DECATUR, IL 62525

DRAWING

STATUS

JKT

 

 

 

 

 

 

 

 

DATE NO. REVISION BY CK’D APPR.

 

 

 

 

 

 

 

 

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

f(x)

CHARACTERIZE

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:

X

C

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

1020 F IC 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.

FL FAIL LOCK IN POSITION

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

MEASURED VARIABLE FUNCTION

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

03/25/11 B ISSUED FOR FINAL REVIEW BSB JKT JKT

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

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)

D G

PROJECT DATA DRAWING NUMBER

SIZE TYPE

ENGINEERING RECORD

DATE:

SCALE:

DRAWN BY:

APPROVED BY:

CHECKED BY:

10/05/10

DKN

JKT

SEQUENTIAL REVISION

 

 

 

 

 

 

 

 

DATE NO. REVISION BY CK’D APPR.

10/04/10 A DKN JKT

- NONE -

PROCESS AREA

PRELIMINARY

180 / CORN PLANT

ISSUED FOR REVIEW 1041-PD-13

Z

Y

X

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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 DANIELS

THIS DRAWING IS THE PROR

 

 

 

 

 

 

 

 

-

PRELIMINARY

DECATUR, IL 62525

DRAWING

STATUS

JKT

 

 

 

 

 

 

 

DATE NO. REVISION BY CK’D APPR.

 

 

 

 

 

 

 

 

LAST INSTRUMENT/VALVE NO. DATE BY

COMPRESSION SYSTEM

PIPELINE

11/24/10 B ISSUED FOR REVIEW DKN JKT JKT

01/31/11 C ISSUED FOR APPROVAL DKN JKT JKT

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

006

HV022

-

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

8" X 6" 6" X 8"

FE

006

ZSC

001

ZSO

001

RIO

001

HS

MAN-AUTO

001

NV

022

TO VENT HDR 1041-PD-11

TO VENT HDR 1041-PD-11

M

M

M

VFD

754C

VFD

754B

VFD

754A

NV754C-4"

CV005-4"

4" X 8"

TO VENT HDR 1041-PD-11

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-BS 

NV023

-

8"

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

P

(FULL FLOW)

NOTE 1, 6

NOTES:

PSV

SET @

PSIG 084A

PSV

SET @

084B PSIG

P

(FULL FLOW)

NOTE 1, 6

PSV

SET @

PSIG 083A

PSV

SET @

083B PSIG

TO VENT HDR 1041-PD-11

P

(FULL FLOW)

NOTE 1, 6

PSV

SET @

PSIG 082A

PSV

SET @

082B PSIG

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 03/04/11 E ISSUED FOR BID JKT JKT

8"-

C

O

2

-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

 

 

 

 

03/25/11 F ISSUED FOR FINAL REVIEW BSB JKT JKT

04/18/11 G DKN JKT JKT

8"-

C

O

2

-1041-13

-131-F

CSC

DIFFUSER

3" X

6"

3"

6"-V-1041-13-001-F 

HV037

- "

HV036-"HV035

- "

1041-PD-37

TAHH

SET@

101 F^ ^

TAH

SET @

99 F

TI RIO

TIC-907D

006A 006A 006A

006B 006B 006B

TO: CO2 PHASE 1 

4TH STAGE AFTERCOOLER TCV

ZSC

022

ZSO

022

RIO

001

ZSC

ZSO

RIO

001

NV

754D

HS

MAN-AUTO

022

754D

754D

HS

MAN-AUTO

754D

ZSC

ZSO

RIO

001

754E

754E

HS

MAN-AUTO

754E

NV

754E

NV

001

ZSC

ZSO

RIO

001

754F

754F

HS

MAN-AUTO

754F

NV

754F

754C

ZSC

754C

ZSO

RIO

001

HS

MAN-AUTO

754C

754C

NV

ZSC

754B

ZSO

754B 001

RIO HS

MAN-AUTO

754B

ZSC

754A

ZSO

754A

001

RIO HS

MAN-AUTO

754A

NV

754A

NV

754B

ZSC

023 

ZSO

023 

001

HS RIO

MAN-AUTO

023 

023 

NV

ISSUED FOR APPROVAL

FO

FO

FO

F

O

HV024-8" HV027-8"

NC NC

F

O

F

C

NV001-

3"

FO

FO

FO

1 "

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)

D E

PROJECT DATA DRAWING NUMBER

SIZE TYPE

ENGINEERING RECORD

DATE:

SCALE:

DRAWN BY:

APPROVED BY:

CHECKED BY:

12/16/10

DKN

JKT

SEQUENTIAL REVISION

 

 

 

 

 

 

 

 

DATE NO. REVISION BY CK’D APPR.

12/16/10 A DKN JKT

- NONE -

PROCESS AREA

PRELIMINARY

180 / CORN PLANT

ISSUED FOR REVIEW 1041-PD-40

Z

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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 DANIELS

THIS DRAWING IS THE PROR

 

 

 

 

 

 

 

 

-

PRELIMINARY

DECATUR, IL 62525

DRAWING

STATUS

JKT

 

 

 

 

 

 

 

 

DATE NO. REVISION BY CK’D APPR.

 

 

 

 

 

LAST INSTRUMENT/VALVE NO. DATE BY

COMPRESSION SYSTEM

PIPELINE 04/18/11 E ISSUED FOR APPROVAL BSB JKT JKT

1041-PD-37

FROM START-UP PRESSURIZATION

2" X""

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

FROM MULTISTAGE CENTRIFUGE PUMPS

TI

007

PIT

007

PCV

007

RIO PI

007

PAL NOTE 1

007

PALL NOTE 2

007

PAH SET @

007 2,565 PSIG

PAHH SET @

007

2,575 PSIG

1. ADM CONTROL SYSTEM AUTOMATICALLY

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

GROUND

A

BOV

E

G

ROUND

UND

E

R

G

ROUND

PAHH

SET @

2,550 PSIG

012

PI

012

PAH

SET @

2,525 PSIG

012

RIO

PIT

012

TIT

009

TI RIO

009

PIT

009

PI RIO

009

PIT

014

PI RIO

014

THERMAL PRESSURE

RELIEF VALVE

THERMAL PRESSURE

RELIEF VALVE

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"

FC

HV004

-

2"

HV005

-

2"

HV006

-

2"

HV007

-

2"

48"/60"

MW VAULT HV014

- "

HV008-8"

HV011-8"

TRV

SET @ 

003

2" X 1"

HV015

- "

03/11/11 C ISSUED FOR BID BSB JKT JKT

HV019

-

2"

HV020

-

2"

HV018

-

2"

HV017

-

2"

HV016

-

2"

HPV HPV HPV HPV HV022

-

2"

HPV

FS F

CO2-201-FS CO2-200-F

1041-PD-18

FROM START-UP PRESSURIZATION

2" X""

2"-CO2-1041-18-090-F 

HV012-2"

HV013

- "

2" X 3"

03/25/11 D ISSUED FOR FINAL REVIEW BSB JKT JKT

HV003

-

3"

2,590

PSIG

THERMAL

PRESSURE

RELIEF

VALVE

HV025-8" HV023-8" HV024

-

2"

TIT

007

HV033-"

HV032-"

HV034-"

HV009-" HV010-" 

HV021-"

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

HV027-"

HV026-"

HV028-"

HV030

- "

HV029

- "

HV031- "

01/31/11 B ISSUED FOR APPROVAL DKN JKT JKT
APPENDIX D 

 
D-1 

APPENDIX D – Area of Review Well Database 

Contents: 

Table D-1: List 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, with approximate radius of 2 miles. 

Figure D-1: A map showing 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 application.
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. All known wells and borings inside the Area of Review (includes data from 2007 and 2011 searches, provided 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, R3E PERMIT MAP ID API NUMBER ISWSPNUM DD_N83_X DD_N83_Y SECTION TWP TDIR RNG RDIR owner well number driller

statuselevELEV REFdepth total last knownwater fromdepth open interval topdepth open interval bottomcr 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 121150037100 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 Rhodes, Howard Lentz Tony WATER 0 98 0 0 0 338463.9816 4413498.019 wd Y
D-4 

PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total last knownwater fromdepth open interval topdepth open interval bottomcr 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 39.8561528 16N 03E JAMES H SCHUERMAN LENTZ 90nn wd

DO

Y

28 88222-88.888397 39.8561528 16N 03E CLAUDE THOMPSON TONY LENTZ 110nn wd

DO

Y

29 88223-88.888397 39.8561528 16N 03E MARIAN GODWIN TONY LENTZ 74nn wd

DO

Y

30 88224-88.888397 39.8561528 16N 03E MARION GODWIN LENTZ 72nn wd

DO

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 39.8561528 16N 03E BEN KING LENTZ 83nn wd

DO

Y

35 88229-88.888397 39.8561528 16N 03E HILL LENTZ 81nn wd

DO

Y

36 88230-88.888397 39.8561528 16N 03E BEN KING LENTZ 83nn wd

DO

Y

37 88232-88.888397 39.8561528 16N 03E BEN KING LENTZ 87nn wd

DO

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 39.8561528 16N 03E JACK RUSS LENTZ 85nn wd

DO

Y

42 88237-88.888397 39.8561528 16N 03E BEN KING LENTZ 52nn wd

DO

Y

43 88238-88.888397 39.8561528 16N 03E MARION GODWIN LENTZ 87nn wd

DO

Y

44 88239-88.888397 39.8561528 16N 03E MATTIOTA LENTZ 80nn wd

DO

Y

45 88240-88.888397 39.856152 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-5 

PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total last knownwater fromdepth open interval topdepth open interval bottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

48 88243-88.888397 39.8561528 16N 03E MARION GODWIN LENTZ 79nn wd

DO

Y

49 88244-88.888397 39.8561528 16N 03E MARION GODWIN LENTZ 79nn wd

DO

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 39.8561528 16N 03E CARL T GEORGE LENTZ 61nn wd

DO

Y

53 88248-88.888397 39.8561528 16N 03E RAY LITTLE LENTZ 95nn wd

DO

Y

54 88249-88.888397 39.8561528 16N 03E KOSSIECK LENTZ 82nn wd

DO

Y

55 88250-88.888397 39.8561528 16N 03E SUFFERN LENTZ 82nn wd

DO

Y

56 88251-88.888397 39.8561528 16N 03E SPANGLER LENTZ 85nn wd

DO

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 39.8561528 16N 03E MARION GODWIN LENTZ 88nn wd

DO

Y

60 88255-88.888397 39.8561528 16N 03E ED STOLLY LENTZ 84nn wd

DO

Y

61 88256-88.888397 39.8561528 16N 03E WILLARD JENKINS LENTZ 75nn wd

DO

Y

62 88257-88.888397 39.8561528 16N 03E ERNEST E SPINNER LENTZ 60nn wd

DO

Y

63 88258-88.888397 39.8561528 16N 03E HANKS LENTZnn wd

DO

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 39.8561528 16N 03E WAYNE & GENE CAMPBELL LENTZ 80nn wd

DO

Y

68 88263-88.888397 39.8561528 16N 03E ILLINI REALTY LENTZ 58nn wd

DO

Y

69 88264-88.888397 39.8561528 16N 03E THOMAS HALL LENTZ 93nn wd

DO

Y

70 88265-88.888397 39.8561528 16N 03E DON ETNIER LENTZ 83nn wd

DO

Y

71 88266-88.888397 39.856152 8 16N 03E RUSSELL OBRIEN LENTZ 48 n n wd

D

O Y 
D-6 

PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total last knownwater fromdepth open interval topdepth open interval bottomcr 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 39.856152 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 gravel 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 -88.888397 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 Perkins, 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-7 

PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total last knownwater fromdepth open interval topdepth open interval bottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

97 121152191300 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 339388.6715 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 39.905214 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 LENTZ 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-8 

PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total last knownwater fromdepth open interval topdepth open interval bottomcr 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 Caterpiller 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 339475.1381 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 -88.925688 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 337525.8486 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 HANKS 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 39.879467 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 NEWBERRY 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-9 

PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total last knownwater fromdepth open interval topdepth open interval bottomcr 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 200979 -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 PARK 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 -88.899123 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-10

PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total last knownwater fromdepth open interval topdepth open interval bottomcr 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, Gary 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 121152220800 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 WATER 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 78 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 Smalley, 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 -88.875788 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-11

PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total last knownwater fromdepth open interval topdepth open interval bottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

206 121152273800 303944 -88.880475 39.906846 29 17 N 3 E Smalley, Gary Mashburn, 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 39.873995 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 East 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 341448.157 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 & Susan 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 39.894231 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 39.910608 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 Drilling 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 39.904962 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-12

PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total last knownwater fromdepth open interval topdepth open interval bottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

236 121152312700 348705 -88.875405 39.884979 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

ARCHER 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 EWING 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 Trostle, 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 121152316500 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 sand 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 Traughber, 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 121152319400 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-13

PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total last knownwater fromdepth open interval topdepth open interval bottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

263 370750 -88.875788 39.907233 28 17N 03E BILL THORNTON 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 Drilling 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 -88.901478 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 Decatur 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 39.898416 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-14

PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total last knownwater fromdepth open interval topdepth open interval bottomcr 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. DAOP

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, John 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

61

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 Damsite 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 39.877494 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 121150073900 -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-15

PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total last knownwater fromdepth open interval topdepth open interval bottomcr 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 108 113 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 618 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 39.884038 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 2500 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 -88.889755 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 4414201.879 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 Sediments 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 39.896312 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-16

PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total last knownwater fromdepth open interval topdepth open interval bottomcr 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 -88.866323 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 -88.873129 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 -88.874533 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 39.877291 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

MMV04UGIllinois 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

MMV07UGIllinois 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

MMV08UGIllinois State Geological 

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-17

PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total last knownwater fromdepth open interval topdepth open interval bottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

369 121152340100-88.877254 39.8715054 16N3E ADM MMV-09S

Illinois State Geological 

Survey CONF 24Y

370 121152341500-88.893410 39.8769635 16N3E ADM CCS-1 Archer Daniels Midland CONF

690 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 

372121152344300-88.897207 39.881162 32 17N3E ADM G104 IL State Geological Survey WATERY

373 121152344400-88.893303 39.8770725 16N3E ADM G101

Illinois State Geological 

Survey WATERY

374 121152344500-88.893491 39.8770775 16N3E ADM G102A

Illinois State Geological 

Survey DRYPY

375 121152344600-88.893942 39.8774865 16N3E ADM G103

Illinois State Geological 

Survey WATERY

376 121152346000-88.888603 39.87084 5 16 N 3 E ADM Verification 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 881725 16N 03E QUERREY LENTZ 60nn wd

DO

Y

380 881735 16N 03E MILLINGER LENTZ 86nn wd

DO

Y

381 881745 16N 03E KEMP LENTZ 100nn wd

DO

Y

382 881755 16N 03E FLOYD KENNEY LENTZ 76nn wd

DO

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 881867 16N 03E H L SCARBER LENTZ 84nn wd

DO

Y

387 881877 16N 03E TOLLE LENTZ 85nn wd

DO

Y

388 881887 16N 03E WAKEFIELD & WILBUR WOOLLEN BROS 84nn wd

DO

Y

389 881897 16N 03E WILBUR GILLIBRAND LENTZ 91nn wd

DO

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-18

PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total last knownwater fromdepth open interval topdepth open interval bottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

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

DO

Y

394 897715 16N 03E

ARCHER DANIELS 

MIDLAND CO TONY LENTZ 92nn wc ICY

395 89772 5 16N 03E

ARCHER DANIELS 

MIDLAND CO LENTZ 116 n n wc IC Y 

396 897785 16N 03E BAUER AUTO WRECKING LENTZ 93nn wc ICY

397 898615 16N 03E FARIES PARK 20nnx PKY

398 898625 16N 03E FARIES PARK 25nnx PKY

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

400 898645 16N 03E FARIES PARK 35nnx PKY

401 898655 16N 03E FARIES PARK 56nnx PKY

402 898665 16N 03E FARIES PARK 25nnx PKY

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

404 898685 16N 03E FARIES PARK 12nnx PKY

405 898704 16N 03E DECATUR PARK DIST LENTZ 50nnx PKY

406 898715 16N 03E DECATUR PARK DIST MASHBURN BROS 98nnx PKY

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

408 899661 16N 02E MCBRIDES TRUCK REPAIR T R HANKS 67nn wc ICY

409 2008965 16N 03E

ARCHER DANIELS 

MIDLAND CO 123nn wc ICY

410 2008995 16N 03E

ARCHER DANIELS 

MIDLAND CO 116nn wc ICY

411 2009015 16N 03E

ARCHER DANIELS 

MIDLAND CO LENTZ 109nn wc ICY

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 2010285 16N 03E

DECATUR PARK DIST 

FARIES PARK 56nnx PKY

416 2010305 16N 03E

DECATUR PARK DIST 

FARIES PARK 25nnx PKY

417 2010315 16N 03E

DECATUR PARK DIST 

FARIES PARK 35nnx PKY

418 2010324 16N 03E

DECATUR PARK DIST 

FARIES PARK 102nnx PKY

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 

CO2 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):

• CO2 Identification (% v/v)

• Water Vapor, Moisture (ppm v/v)

• Oxygen (ppm v/v)

Volatile Sulfur Compounds (VSC, ppm v/v)

• Hydrogen Sulfide (H2S)

• Sulfur Dioxide (SO2) 

Volatile Oxygenates (VOX, ppm v/v)

• Acetaldehyde

• Ethanol
E-3 

ADM Decatur 

CO2 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 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 Sampling 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-19

PERMIT MAP IDAPI NUMBERISWSPNUMDD_N83_XDD_N83_YSECTIONTWPTDIRRNGRDIRownerwell numberdrillerstatuselevELEV REFdepth total last knownwater fromdepth open interval topdepth open interval bottomcr pumping gpmU16_XU16_Yabandonedpluggedwell typedate sealedwell useinside_AoR

FARIES PARK

420 201120 1 16N 02E HEINKLE 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 KENNETH 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

O Y
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0 0.5 1

Miles

 ̄

T. 17 N.

T. 16 N.

R. 3 E.

Original Printed Scale 1:24,000

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.

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 

CO2 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):

• CO2 Identification (% v/v)

• Water Vapor, Moisture (ppm v/v)

• Oxygen (ppm v/v)

Volatile Sulfur Compounds (VSC, ppm v/v)

• Hydrogen Sulfide (H2S)

• Sulfur Dioxide (SO2) 

Volatile Oxygenates (VOX, ppm v/v)

• Acetaldehyde

• Ethanol
E-3 

ADM Decatur 

CO2 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 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 Sampling 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, Illinois

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 CO2 injection 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 200 feet of the injection well. Two other monitoring 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 CO2 plume in the Mt. Simon Formation. Because of its buoyancy, 

the injected CO2 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. Monitoring wells are planned to be constructed of 2-inch PVC materials or similarly 

suitable materials with threaded connections. Slotted 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 prior to 

implementing the sampling schedule, 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 ensure sample integrity and reduce the introduction of atmospheric CO2 into the groundwater 

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

other downhole accessories will be rinsed with deionized water and placed in plastic bags for 

travel to the field site. During pump deployment and at other times, care will be taken to ensure

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 2011. 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 monitoring 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 Analytical Methods

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

following: 

Field Parameters:

• pH 

• Specific Conductance 

• Temperature

• Dissolved Oxygen

Indicator Parameters:

• Alkalinity

• Bromide 

• Calcium

• Chloride 

• Sodium 

• Total CO2

All indicator parameters of interest are inorganic and have been selected based on know n 

chemical reactions of CO2 in aqueous media. These parameters are expected to be key indicators 

in determining whether injected CO2 has or has not impacted groundwater quality either 1) 

directly by introduction of CO2 into shallow groundwater or 2) indirectly by CO2-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 water 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, and 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

Samples 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 minimum of 100 

milliliters of well water (or more if required by the filter manufacturer). For alkalinity and total 

CO2 samples, efforts will be made to minimize exposure to the atmosphere during filtration, 

collection in sample containers, and analysis. Sample 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 

ANALYTE PRESERVATION1 HOLDING TIME1 CONTAINER1 METHOD

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

APHA2 2320 

Dissolved 

Anions: 

Bromide, 

Chloride 

Filtration, 4° C 28 days HDPE bottle EPA 300.0

APHA 4110B 

Dissolved 

Metals: 

Calcium, Sodium 

Filtration, 4° C,

HNO3 < pH 2

6 months HDPE bottle EPA 200.8

APHA 3120B 

Total CO2 Filtration, 4° C 14 days HDPE bottle APHA 4500-

CO2D 

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 CO2. Anion concentrations 

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

concentrations 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 CO2 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 Chain of Custody

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

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

well as sampling records written for each well. S ampling 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. Immediately 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 determined 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 include 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 reports, data 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 CO2 or brine seepage.

F.5. References

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

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 Counties, 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. Environmental 

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

Orion Research Inc., 1990, CO2 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 

string 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 National 

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

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 CO2 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

- Tubing 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 Logging and Temperature Surveys

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

Initial Survey - Time Lapse Sigma Logs

To be completed before CO2 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 CO2 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. Process the data and compare to baseline log noting any changes in Sigma that can be 

attributed to CO2

5. Should CO2 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 obtained 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 logging 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 over the same interval as step 2
G-6 

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

CO2 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 pass while injecting; an 

acceptable, alternate plan is to stop injecting immediately prior to the first logging pass.
APPENDIX H 
H-1 

APPENDIX H - Emergency 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 CO2 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 Contacts: 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, operation, 

or post-injection site care periods.

By Federal regulation, if ADM obtains evidence that the injected carbon dioxide (CO2) stream 

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

actions:

1. Immediately shut down 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 Sangamon 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;

• Injection 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 risk to human health, resources, or 

infrastructure. E mergency actions involving local authorities 

(evacuation or isolation of areas) should be initiated.

Serious Emergency Event poses potential risk to human health, resources, or 

infrastructure if conditions worsen or no response actions 

taken. 

Minor Emergency Event poses no immediate risk to human health, resources, or 

infrastructure. 

In the event of an emergency requiring cessation of injection, CO2 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 the 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. Automatic shutdown devices are activated. ( NOTE: The activation of an 

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

• Wellhead pressure exceeds the shutdown pressure (2,380 psi); 

• Mass flow rate of CO2 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 integrity 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 CO2 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 determine the cause and extent of failure.

• For a Minor Emergency:

o Cease injection immediately. 

o Shut in well (close flow valve). Vent CO2 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 Well 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, 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: 
H-5 

o Cease injection immediately.

o Shut in well (close flow valve). Vent CO2 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 CO2 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 CO2 Leakage to Land Surface. Elevated concentrations of CO2 or other evidence of 

CO2 leakage to the land surface are detected. 

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, and Minor): 

o Cease injection immediately.

o Shut in well (close flow valve). Vent CO2 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 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 CO2 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 CO2 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 point is not identified from the above actions, perform 

additional CO2 air measurements 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 CO2 release.
H-6 

o Continue monitoring within the release area until monitoring data 

indicate that the release has been mitigated.

Potential Brine or CO2 Leakage to USDW. Elevated concentrations of indicator parameter(s) 

in groundwater sample(s) or other evidence of fluid (brine) or CO2 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 injection immediately.

o Shut in well (close flow valve). Vent CO2 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 Proceed 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 Program 

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 

disturb 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 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. 
H-7 

• For a Major or Serious Emergency: 

o Cease injection immediately.

o Shut in well (close flow valve). Vent CO2 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 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 CO2 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 extent of any failure.

Part 4: Response Personnel and Equipment

Site personnel, project personnel, and local authorities will be relied upon to implement 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 limited to) 

City 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 response 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 Manager 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 Dispatch 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 ONLY 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) following 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 supporting 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 procedure.
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 IL-ICCS project. ADM Corn Plant facilities are south of the injection well, Richland 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.