abandoned coal mine restoration crosstown … · abandoned coal mine restoration crosstown grouting...
TRANSCRIPT
SITE ACCESS RO
UTE
Project Location
AML Site 2295
Section 25, T-5S, R-8W &
Section 30, T-5S, R7W
Boon Township
Lat: 38°3'20"Lon: 87°14'42"
Site Access Route
CROSSTOWN GROUTING
SITE NO.
2295
CONTRACT NO.
E008-299
WARRICK COUNTY
STATE OF INDIANAINDIANA DEPARTMENT OF NATURAL RESOURCES
DIVISION OF RECLAMATION
ABANDONED COAL MINERESTORATION
CROSSTOWN GROUTINGSITE 2295
CONTRACT DEL1916208510/E008-299WARRICK COUNTY
APPROVED
FOR LETTING:
DIVISION OF RECLAMATION DATE
MINE VOID GROUTING
SCALE
SITE
SHEET
PROJECT
AS NOTED
E008-299
1 OF 4
2295
GENERAL NOTES
Topography from Indiana Date Wide LiDAR 2013, Indiana State
Plane West Feet.
INDEX
SHEET TITLESHEET NO.
1
TITLE, INDEX, & LOCATION MAP
3
4 DETAILS
SITE PLAN
2010 AML Standard Specifications to be used with these plans.
UTILITIES
ELECTRIC:
VECTREN (BOONVILLE)
2345 E. Main St.
Danville, IN 46122
Phone: (317) 718-3639
NATURAL GAS:
BOONVILLE/CHANDLER
NATURAL GAS
1425 N Rockport Rd
Boonville, IN 47601
Phone: (812) 897-2260
TELECOM:
AT&T - DISTRIBUTION
240 N. Meridian St., Room 1791
Indianapolis, IN 46204
Phone: (317) 265-3050
INSIGHT COMMUNICATIONS
(EVANSVILLE)
1900 N Fares Avenue
Evansville, IN 47711
Phone: (812) 253-2736
WATER/SANITARY:
VEOLIA WATER (BOONVILLE)
117 E. Locust Street
Boonville, IN 47601
Phone: (317) 263-6337
Call Before You Dig. Indiana Underground Plant Protection
Service (IUPPS) 1-800-382-5544 or 811 from your mobile phone.
The facilities of the following utilities exist near the project site
but are not expected to be affected by the proposed construction.
If questions arise, the utility may be contacted using the
information below.
PLANS
PREPARED BY: (812) 665-2207
PHONE NUMBER
Project Location Map
De Gonia Springs and Boonville US TOPOs (USGS, 2013)
CERTIFIED BY:
DATE
INDIANA DEPARTMENT OF NATURAL RESOURCES
DIVISION OF RECLAMATION
All INDOT Standard Specifications and Standard Drawings shall
apply for traffic control and road maintenance and repair.
References to INDOT Standard Specifications and Standard
Drawings are for convenience and an omission shall not mean a
particular specfication or drawing does not apply.
County and City streets utilized for access and project
construction limits shall be bonded per jurisdictional authority. An
approved Work in Right of Way Permit will be required for this
project from the Warrick County Highway Engineer.
Additional Mine Information (CMIS) may be located at
http://www.in.gov/dnr/reclamation/9310.htm.
0' 2,000' 4,000'
2 SITE MAP
Fine and Coarse Aggregate utilized in grout mixes, the covering
of slick lines, and in creating a batch plant yard shall be included
in the base bid amount.
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SITE ACCESS ROUTE
SITE MAP
STATE OF INDIANA
DEPARTMENT OF NATURAL RESOURCES
DIVISION OF RECLAMATION
DATE MADE
DRAWN BYDESIGNED BY DATE REVISED
11/28/2018
R.J.A. R.J.A.
2/15/2019 10:06:15 AM
SCALE
SITE
SHEET
PROJECT
1" = 100'
E008-299
2 OF 4
2295
RECOMMENDED
FOR APPROVAL:
DATE
X X
GROUT PRODUCTION
HOLE
EXPLORATORY
BOREHOLE
WORK LIMITS
LEGEND
UTILITY POLE
UNDERGROUND MINE
SURFACE MINE
TREE LINE
ROAD EDGE
EXIST. CONTOURS, 2'
FENCE
UTILITY LINE
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0 100' 200'
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1
44
1
4
4
1
4
4
1
4
4
1
4
4
1
4
4
1
4
414
4
1
4
4
1
4
4
1
4
4
1
4
4
1
4
4
1
4
4
1
4
4
1
4
414
414
414
4
1
4
4
1
4
4
1
4
4
1
4
4
1
2
XX
XX
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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XX
X
X
X
X
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XX
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XX
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XX
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XX
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X
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XX
XX
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XX
XX
X
XX
XX
XX
XX
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XX
XX
XX
XX
XX
XX
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XX
XX
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X X X
Pleasant H
ill
Cem
etery
X
X
X
X
X
X
X
X
XX
X
X
XX
X
X
XX
XX
XX
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XX
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M
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2
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1
2
6
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M
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N
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1
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Mine N
um
ber 201260
Mine N
um
ber 802389
M
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9
SITE ACCESS ROUTE
SITE PLAN
STATE OF INDIANA
DEPARTMENT OF NATURAL RESOURCES
DIVISION OF RECLAMATION
DATE MADE
DRAWN BYDESIGNED BY DATE REVISED
11/28/2018
R.J.A. R.J.A.
2/15/2019 10:06:15 AM
SCALE
SITE
SHEET
PROJECT
1" = 100'
E008-299
3 OF 4
2295
RECOMMENDED
FOR APPROVAL:
DATE
X X
GROUT PRODUCTION
HOLE
EXPLORATORY
BOREHOLE
WORK LIMITS
LEGEND
UTILITY POLE
UNDERGROUND MINE
SURFACE MINE
TREE LINE
ROAD EDGE
EXIST. CONTOURS, 2'
FENCE
UTILITY LINE
EXIST. CONTOURS, 10'
0 100' 200'
RAILROAD
DETAILS
STATE OF INDIANA
DEPARTMENT OF NATURAL RESOURCES
DIVISION OF RECLAMATION
DATE MADE
DRAWN BYDESIGNED BY DATE REVISED
11/28/2018
R.J.A. R.J.A.
2/15/2019 10:06:15 AM
SCALE
SITE
SHEET
PROJECT
AS SHOWN
E008-299
4 OF 4
2295
RECOMMENDED
FOR APPROVAL:
DATE
Stakes to be driven
toward next bale,
min. 12 in. into ground
Flow
1 in. x 2 in. wood
stakes (typical)
Straw bales
w/ wire or
nylon binding
4 in. min.
STRAW BALE CHECK DAM
22" Min.
10' Max.
Fence posts shall be rough or
finished 2 in. x 2 in. (nominal) or 2 1/2 in. dia.
wood. 48 in. min. length,
driven 18 in. min. into ground
C
o
n
s
t
r
u
c
t
i
o
n
A
r
e
a
Note:
Ends of individual rolls of fabric shall be
securely fastened to a common post or
overlapped 3 in. min.
Geotextile, stakes should be
fastened to fabric in accordance with
manufacturer recommendations
Embed approx. 8 in. of fabric.
backfill trench with earth,
compact throughly.
Trench approx.
6 in. deep x 6 in. wide.
F
l
o
w
F
l
o
w
SILT FENCE
EXISTING SOIL COVER
TYPICAL HOLE CAP
NOT TO SCALE
Compacted Salvaged Soil
Cover from cuttings.
Injection Hole Grout
2 ft min.
12" Overcore, 6" minimum depth, 3500psi concrete
6" minimum Compacted Gravel
Injection Hole Grout
Borehole
EXISTING CONCRETE PAVEMENT
TYPICAL HOLE CAP
NOT TO SCALE
EXISTING BASE
EXISTING PAVEMENT
thickness varies
thickness varies
Asphalt Cold Pack
6" minimum Compacted Gravel
Injection Hole Grout
Borehole
EXISTING ASPHALT PAVEMENT
TYPICAL HOLE CAP
NOT TO SCALE
EXISTING BASE
EXISTING PAVEMENT
thickness varies
thickness varies
12" Overcore, Compacted