05- 2402 OK Mine Plans .pdf

SCHEDULE OF DRAWINGS:

BOONE MC HENRY

PUTNAM

C A

L H

O U

N

JERSEY

BOND

E D

W A

R D

S

LAKEWINNEBAGOJO DAVIESS STEPHENSON

CARROLL

WHITESIDE

OGLE

LEE

DE KALB KANE COOK

DU PAGE

KENDALL WILL

LA SALLE

GRUNDY

KANKAKEE

LIVINGSTON

IROQUOIS

WOODFORD

MC LEAN

FORD

DE WITT

MACON

PIATT

VERMILION

CHAMPAIGN

DOUGLAS EDGAR

MOULTRIE

STARK

PEORIA

MARSHALL

HENRY BUREAU

KNOX

ROCK ISLAND

MERCER

WARREN

H E

N D

E R

S O

N

HANCOCK

ADAMS

MC DONOUGH

SCHUYLER

FULTON

TAZEWELL

MASON

LOGAN

BROWN

PIKE

CASS

MORGAN

SCOTT

MENARD

SANGAMON

CHRISTIAN

SHELBY

COLES

CLARK

JASPER

CUMBERLAND

RICHLAND LAWRENCE

WABASH

CRAWFORD

FAYETTE

EFFINGHAM

CLAY

MARION

WAYNE

JEFFERSON

HAMILTON WHITE

SALINE GALLATIN

POPE HARDIN

FRANKLIN

WILLIAMSON

MONROE

WASHINGTON

RANDOLPH PERRY

JACKSON

UNION JOHNSON

PULASKI MASSAC

A

LE

X A

N D

E R

GREENE MACOUPIN

MADISON

MONTGOMERY

ST. CLAIR

CLINTON

St. Clair County OK Mine

PRE-BID MEETING

OK Mine Reclamation Project AML-BScE-2402 St. Clair County

PAD IL-1210

Funded by the United States Department of Interior Federal Office of Surface Mining

1. Cover Sheet

2. Summary of Quantities/General Notes/Location Map

3. Overview

4. Refuse Area

5. Mine Shafts / Debris Pit Details

6. Refuse/ Mine Marker/ Sign Details IDOT Standard 280001-07: Temporary Erosion Control Systems

Lance Range, Manager AMLR Division Office of Mines and Minerals

Thaddeus J. Faught IL Licensed Professional Engineer No. 062.069058

Prepared By IDNR Staff

Approved for Bidding:

Ronnie Huff, Director Office of Mines & Minerals Illinois Dept. of Natural Resources

Approved By: Approved By:

A Pre-bid meeting for this project will be held on-site. Please refer to the BidBuy posting for more details.

S ta te o f I lli no is

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SITE LOCATION

MILE

0 1 2

451 White Oak Mine RD Marissa, IL 62257

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© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

326'

310'

207'

175'

143'

111'

79'

47'

50'

50'

50'

50'

50'

50'

300'

15'

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CONCRETE PAD

TO BE REMOVED

36'X16'

14 CU YD

MAIN SHAFT EXCAVATION

373 CU YD

DETAILS A1 SHEET 5

AIR SHAFT EXCAVATION

150 CU YD

DETAILS A2 SHEET 5

CONCRETE STRUCTURES

TO BE REMOVED

72 CU YD

REFUSE AREA

3700 CU YD REFUSE

3700 CU YD SOIL

7400 CU YD TOTAL

DETAILS B1 SHEET 4

EXCESS FILL AREAS

DEBRIS BURIAL PIT

20'X14'X16' DEEP

166 CU YD

DETAILS A3 SHEET 5

SILT FENCE

750'

DETAILS SHEET 7

0 50 100

CONSTRUCTION LIMITS

SEE SHEETS 4,5 & 6

FOR DETAILS

N:2419941 E:571380

N:2419557 E:571483

N:2420149 E:571328

N:2420307 E:571110

N:2420518 E:570709

N:2420508 E:570701

N:2420381 E:570899

Legend

CONCRETE STRUCTURES

REFUSE AREA

Erosion Barrier

DEBRIS PIT

CONSTRUCTION LIMITS

SECTIONS

MINE SHAFTS

AGGREGATE SURFACE

COURSE- TYPE B

30 TONS (ENTRANCE REPAIR)

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POSSIBLE AIR SHAFT LOCATION

15 CU YD OF EXPLORATORY DIG

(SPECIAL EXCAVATION)

MAIN SHAFT AND AIR SHAFT

MINE MARKER LOCATION

(EXACT LOCATION TO BE

DETERMINED BY ENGINEER)

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

326'

310'

207'

175'

143'

111'

79'

47'

50'

50'

50'

50'

50'

50'

300'

15'

488489

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OK Mine

Mine Refuse Treatment Section # CU YD LIME (TON)

1 1061 8.8 2 883.5 7.2 3 705.5 6 4 528 4.4 5 350 2.8 6 172 1.6

Total 3700 30.8

DEBRIS BURIAL PIT

20' x 14'

16' DEEP

ACRE

.22

.18

.15

.11

.07

.03

.76

0 50 100

MAIN SHAFT

AIR SHAFT

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SPECIAL

EXCAVATION

VOLUME 373 CU YD

SOIL FILL

VOLUME 247 CU YD

CONCRETE PLUG

VOLUME 126 CU YD

8'

12'

20'

38'

DIAMETER

26.8'

DIAMETER

EXISTING GRADE

LIMITS OF SPECIAL

EXCAVATION

EXISTING

SHAFT 10'

DIAMETER

MAIN SHAFTA

SOIL CROWN

VOLUME 44 CU YD

1'

1'

SPECIAL

EXCAVATION

VOLUME 150 CU YD

SOIL FILL

VOLUME 139 CU YD

CONCRETE PLUG

VOLUME 12 CU YD

EXISTING GRADE

LIMITS OF SPECIAL

EXCAVATION

14'

6'

20'

25'

DIAMETER

EXISTING

SHAFT

AIR SHAFTA

SOIL CROWN

VOLUME 20 CU YD

1'

1'

5'

DIAMETER

11'

DIAMETER

10'

20'

20'

16'

EXISTING GRADE

TOP VIEW

SIDE VIEW

3 FOOT MINIMUM

DIRT COVER

DISPOSAL AREA

EARTH

EXCAVATION

VOLUME 119

CU YD

SOIL FILL

VOLUME 22

CU YD

DISPOSAL

PIT

VOLUME 97

CU YD

LIMITS OF

SPECIAL

EXCAVATION

DISPOSAL PITA

SOIL CROWN

VOLUME 13

CU YD

1'

1'

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MINE OPENING MARKER DETAILB

3' (MIN)

3' - 4'

REFUSE

SOIL

SOIL

REFUSE

REFUSE TYPICAL SECTION

EXISTING PROPOSED

REFUSE TYPICAL SECTIONB

3' (VARIES)

3' - 4'

MINE REFUSE TREATMENT

LIMESTONE

CONSTRUCTION SIGN DETAIL

Natalie Phelps Finnie, Director

Funding provided by the US Department of the Interior, Office of Surface Mining, with funding from the Bipartisan Infrastructure Law Abandoned Mined Land Grant Program

ABANDONED MINED LANDS

RECLAMATION PROJECT

STATE OF ILLINOIS

J.B. PRITZKER, GOVERNOR

Department of Natural Resources

B

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Silt fence metal stake.

Wood post or metal stake.

Wood post or fabric.

Silt fence fence with fabric positioned as shown.

adjacent to end-post (stake) of second silt

Place end-post (stake) of first silt fence and drive both posts (stakes) 18 (450) into ground.

Rotate posts (stakes) together 180° clockwise

(Not applicable for J-hooks)

J-hook

S he et fl ow J-hook

S he et fl ow

(60 m)

200'

(typical).

metal stake

Wood post or fabric.

Continuous fence top with wire.

adjacently and bind at

Place posts (stakes) bank.

Top of pin.

Securing fabric.

Filter pin.

Securing

6 min.

12 (300) m a x of the aggregate shall be 1:4 (V:H).

traffic, the traffic approach slope clear zone and the road is open to

When the ditch check is within the* aggregate.

Coarse ditch.

Bottom of pin.

Securing

Flow fabric.

Filter

2*

1 1

Riprap

2* fabric.

Filter pin.

Securing

(300)

(300)

(300)

(300)

(300)

(1.5 m)

5'

Wood or metal stake

Fence fabric

Sheet flow

.2 m unless otherwise shown.

All dimensions are in inches (millimeters) protection.

shall also apply for inlet and pipe shown for perimeter erosion barriers

The installation details and dimensions

Wood or metal stake

Fence fabric

Sheet flow

.2 m

(150) trench to secure fabric.

Excavate, backfill and compact

STEP 1

STEP 2

ATTACHING TWO SILT FILTER FENCES

SILT FILTER J-HOOK PLACEMENT

J-HOOK

ELEVATION

SECTION B-B

AGGREGATE DITCH CHECK

ELEVATION

SECTION A-A

GENERAL NOTES

PERIMETER EROSION BARRIER

SILT FILTER FENCE AS A

TRENCH METHOD

SLICE METHOD

B

B

A

A

Illinois Department of Transportation

APPROVED 2013

APPROVED 2013

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

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-1 -9

January 1, January 1, ENGINEER OF POLICY AND PROCEDURES 1-1-12

(Sheet 1 of 2)

STANDARD 280001-07

CONTROL SYSTEMS

TEMPORARY EROSION

DATE REVISIONS

on SEDIMENT BASIN ELEVATION

)�Corrected notation for flowline (1-1-13

SECTION A-A

Added SLICE METHOD to

Omitted hay/straw perimeter barrier.

Flow or rolled excelsior

Straw or hay bales

Flow

Flow

Spacers fence

Silt filter

30' (9.0 m)

20' (6.0 m) to

6' (1.8 m)

24 (600) to m in will improve if put into a series.

The performance of the basin directed by Engineer.

Outlet type as

Flow removed anytime the basins become 75% filled.

direction of the flow. Accumulated silt shall be

The long dimension should be parallel with the

.4 m

Flow

Tie down stakes

Flow

Bale ties hay bales

Straw or

Flow

Flow fence

Silt filter open grate

Manhole with

Flow

Spacers

Flow to excavation

Ground line prior ditch

Downside limits

Final excav.

Upside ditch slope or finished

Temporary

Final embankment limits toe ditch

Temporary toe ditch

Temporary ditch

Final Ditch�

INLET AND PIPE PROTECTION

ELEVATION

SEDIMENT BASIN

PLAN

TYPICAL CUT CROSS-SECTION TYPICAL FILL CROSS-SECTION

CUT & FILL SECTIONS

TEMPORARY DITCHES FOR

Illinois Department of Transportation

APPROVED 2013

APPROVED 2013

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF POLICY AND PROCEDURES

(Sheet 2 of 2)

STANDARD 280001-07

CONTROL SYSTMES

TEMPORARY EROSION