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The Montana Department of Transportation has applied to rehabilitate 9.34 miles of Montana State Route 47 (SR-47) from reference post 2.37 to reference post 11.71 in Big Horn County, Montana. The project will consist of a major rehabilitation of the roadway with a design speed of 60 miles per hour. The project will include clearing vegetation and grading that involves both cut and fill sections. As part of construction, road fills will be placed within waterbodies and wetlands, and irrigation ditches, irrigation canals, and drainages will be realigned or have their culverts replaced/extended to accommodate the new roadway. Bank protection, including riprap, will also be installed, where applicable. New right-of-way and easements will be required. Drawings showing the location and extent of the project are attached to the notice.
The Montana Department of Transportation has applied to rehabilitate 9.34 miles of Montana State Route 47 (SR-47) from reference post 2.37 to reference post 11.71 in Big Horn County, Montana. The project will consist of a major rehabilitation of the roadway with a design speed of 60 miles per hour. The project will include clearing vegetation and grading that involves both cut and fill sections. As part of construction, road fills will be placed within waterbodies and wetlands, and irrigation ditches, irrigation canals, and drainages will be realigned or have their culverts replaced/extended to accommodate the new roadway. Bank protection, including riprap, will also be installed, where applicable. New right-of-way and easements will be required. Drawings showing the location and extent of the project are attached to the notice.
PUBLIC NOTICE
Omaha District
Application No: NWO-2017-00864-MTH
Applicant: Montana Department of Transportation (MDT)
Waterway: Tributaries to the Big Horn River
Issue Date: July 14, 2017
Expiration Date: August 14, 2017
30 DAY NOTICE
Helena Regulatory Office
10 West 15th Street, Suite 2200
Helena, Montana 59626
JOINT PUBLIC NOTICE
FOR PERMIT APPLICATION SUBMITTED TO
U.S. ARMY CORPS OF ENGINEERS
AND
MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY
The application of MDT, for approval of plans and issuance of a permit under authority of the
Secretary of the Army is being considered by the District Engineer, U.S. Army Corps of Engineers,
Omaha, Nebraska. The project described herein is not being proposed by the Corps, but by
the applicant; the Corps will evaluate the proposed work to determine if it is permittable
under current laws and regulations.
Description of Proposed Project: The applicant requests permission to rehabilitate 9.34 miles
of Montana State Route 47 (SR-47) from reference post 2.37 to reference post 11.71 in Big Horn
County, Montana. The project will consist of a major rehabilitation of the roadway with a design
speed of 60 miles per hour. The project will include clearing vegetation and grading that involves
both cut and fill sections. As part of construction, road fills will be placed within waterbodies and
wetlands, and irrigation ditches, irrigation canals, and drainages will be realigned or have their
culverts replaced/extended to accommodate the new roadway. Bank protection, including riprap,
will also be installed, where applicable. New right-of-way and easements will be required.
Drawings showing the location and extent of the project are attached to this notice.
Location: The proposed activity is located within Section 2, Township 1 South, Range 33 East,
Sections 3, 4, 9, 10, 15, 16, 21, 22, 33, 34, of Township 1 North, Range 33 East, Sections 3, 10,
15, 16, 21, 22, 27, 28, 29, 49, of Township 1 North, Range 3 East County, Sections 26, 27, 34 of
Township 2 North, Range 33 East, Big Horn County, Montana.
Purpose: The purpose of the proposed project is improve the overall safety of the roadway by
realigning reverse curves, adding shoulders, accommodating left-turning vehicles where
warranted, and relocating obstructions beyond the clear zone.
Background: The project has gone through the NEPA/MEPA process. The Categorical
Exclusion was approved on September 9, 2002, re-evaluated on April 10, 2009, and re-evaluated
again on February 5, 2015. The proposed design was selected because it would meet the
purpose and need f the project while limiting impacts to natural resources.
Mitigation: Avoidance, Minimization and Compensatory Mitigation: Multiple alternatives were
considered for each potential water body or wetland impact location. The alternatives generally
fall within the following categories: (1) No-Build Alternative is a non-construction alternative that
would maintain existing conditions along the entire length of the project corridor. The No-Build
Alternative would include routing maintenance activities on SR-47, but would not address the
purpose or need for the project due to safety concerns, structural deficiencies, and roadway
deficiencies; (2) The Preferred Alternative would have the least amount of water body and
wetland impacts, while still meeting the project's purpose and need. Because the project
involves improving an existing roadway, other roadway alignments were not analyzed, as they
would ultimately result in more aquatic resource impacts than widening and slightly altering the
existing alignment. Where impacts were unavoidable during design, alternatives were
considered for minimizing impacts to the furthest extend practicable.
MDT currently has no compensatory mitigation credits available within Watershed #14 and no
compensatory mitigation credits are available from private banks. Therefore is seeking approval
of mitigating the proposed impacts at MDT's Tunnicliff Site for 3.12 acres of wetland impacts at
a 2:1 ratio (6.24 acres of mitigation).
401 Water Quality Certification: The Montana Department of Environmental Quality will review
the proposed project with the intent to certify in accordance with the provisions of Section 401 of
the Clean Water Act. The certification, if issued, will express the State's opinion that the
operations undertaken by the applicant will not result in a violation of applicable water quality
standards. The Montana Department of Environmental Quality hereby incorporates this public
notice as its own public notice and procedures by reference thereto.
Cultural Resources: Historic properties eligible for or included on the National Register of
Historic Places (NRHP) are protected under Section 106 of the Historic Preservation Act and
Section 4(f) of the 1966 Department of Transportation Act. Tribal cultural resources are
protected through the Native American Graves Protection and Repatriation Act and the
Archaeological Resources Protection Act.
The Federal Highway Administration (FHWA) is the lead Federal Agency for the proposed
project and is responsible for ensuring compliance with these regulations. A cultural resource
report was completed and found several historic properties in the project area that are listed or
eligible for listing on the NRHP. One site was later deemed ineligible for listing. A determination
of No Adverse Effect to Historic Properties was made for the proposed project. The Montana
Historic Preservation Office (SHPO) concurred with the effects determination on
March 12, 2010. We will evaluate input by the State Historic Preservation Office, Tribes and the
public in response to this public notice and we may conduct or require a survey of the permit
area to check for unknown historic or prehistoric properties, if warranted.
Threatened / Endangered Species: In compliance with the Endangered Species Act, a
preliminary determination has been made by FHWA/MDT that the described work will not affect
species designated as threatened or endangered, or adversely affect critical habitat. Federally
listed species reasonably expected to occur within Big Horn County include the endangered
Black-footed Ferret (mustela nigripes). In order to complete our evaluation of this activity,
comments are solicited from the U.S. Fish and Wildlife Service and other interested agencies
and individuals.
Evaluation Factors: The decision whether to issue a permit will be based on an evaluation of the
probable impacts, including cumulative impacts, of the proposed activity on the public interest.
2
That decision will reflect the national concern for both protection and utilization of important
resources. The benefits which reasonably may be expected to accrue from the proposed activity
must be balanced against its reasonably foreseeable detriments. All factors which may be
relevant to the proposal will be considered, including the cumulative effects thereof; among those
are conservation, economics, aesthetics, general environmental concerns, wetlands, historic
properties, fish and wildlife values, flood hazards, floodplain values, land use, navigation,
shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy
needs, safety, food and fiber production, mineral needs, considerations of property ownership
and, in general, the needs and welfare of the people. In addition, the evaluation of the impact of
work on the public interest will include application of the guidelines promulgated by the
Administrator, Environmental Protection Agency, under authority of Section 404(b) of the Clean
Water Act (40 C.F.R.; Part 230).
Comments: The Corps of Engineers is soliciting comments from the public; Federal, state, and
local agencies and officials; Indian Tribes; and other interested parties in order to consider and
evaluate the impacts of this proposed activity. Any comments received will be considered by the
Corps of Engineers to determine whether to issue, modify, condition or deny a permit for this
proposal. To make this decision, comments are used to assess impacts on endangered species,
historic properties, water quality, general environmental effects, and the other public interest
factors listed above. Comments are used in the preparation of an Environmental Assessment
and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act.
Comments are also used to determine the need for a public hearing and to determine the overall
public interest of the proposed activity. All public notice comments will be considered public
information and will be subject to review by the applicant.
Any person may request, in writing and within the comment period specified in this notice, that a
public hearing be held for the purpose of gathering additional information. Requests for public
hearings must be identified as such and shall state specifically the reasons for holding a public
hearing and what additional information would be obtained. The request must be submitted to the
U.S. Army Corps of Engineers, 10 W 15th Street, STE 2200, Helena, Montana 59626-9705 59801.
If it is decided that additional information is required and that a public hearing should be held,
interested parties will be notified of the date, time and location.
Any interested party (particularly officials of any town, city, county, state, or Federal agency;
Indian tribe; or local association whose interests may be affected by the work) is invited to submit
to this office written facts, arguments, or objections on or before the expiration date listed on the
front of this notice. Any agency or individual having an objection to the work should specifically
identify it as an objection with clear and specific reasons. Comments, both favorable and
unfavorable, will be accepted, made a part of the record and will receive full consideration in
subsequent actions on this application. All replies to the public notice should be addressed to the
U.S. Army Corps of Engineers, 10 West 15th Street, Suite 2200, Helena, Montana 59626.
Please reference the Application Number found on the first page of this notice in any
correspondence. Robert Cole, telephone number (406) 441-1375, may be contacted for
additional information. You may also email your comments to: robert.h.cole@usace.army.mil.
Comments postmarked after the expiration date of this public notice will not be considered.
Comments left on our voicemail system will not be considered.
Statutory Authorities: A permit, if issued, will be under the provisions of Section 404 of the
Clean Water Act.
3
Attachments: Project Drawings (20 sheets)
4
PRESENT
MONTANA DEPARTMENT OF TRANSPORTATION
LETTING
DESIGN
2015
2015
2035
830
830
2,260
250
A. D. T.
I,
A. D. T.
I,
A. D. T.
D. H. V.
TRUCKS
v.
FEDERAL AID PROJECT STPP 48-1(31)2
GRADE, GRAVEL & PLANT MIX SURFACE
HARDIN -NORTH (NORTH SECTION)
BIG HORN COUNTY
LENGTH
9.3
18
9. I)(
60
KIP ESAL'S
GROWTH RATE
MPH
99 DAILY
I. I)( ANNUALLY
MILES
SURF AC ING SOURCES CONTRACTOR FURNISHED
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PLANS
PREPARED
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R.P, I. 15 TO R.P, 2. 37
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APPROVED :
DIVISION ADMINISTRATOR
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NOTES
TABLE OF CONTENTS
ROAD PLANS
SHEET NO.
TITLE SHEET
ROAD PLANS
1
NOTES
2
LINEAR & LEVEL DATA
3
CENTERLINE COORDINATE TABLE
3
CONTROL TRAVERSE DIAGRAM
GRADING
10
ADD GRADING
10
OBLITERATE ROADWAY
10
SUBEXCAVATION
10
SURFACING
11
ADD SURFACING
11
FINISH GRADE CONTROL
12
TOPSOIL AND SEEDING
12
MUCK EXCAVATION
12
REMOVE STRUCTURE
12
REMOVE IRRIGATION STRUCTURE
12
MAILBOXES
12
GUARDRAIL
13
CULVERT SUMMARY RECAP
13
PAVEMENT MARKINGS
13
STEEL WALKWAY
13
RUMBLE STRIPS
13
CATTLE GUARDS
13
MISCELLANEOUS ITEMS
13
BANK PROTECTION
14
IRRIGATION STRUCTURES
14
EMBANKMENT PROTECTION
14
IRRIGATION PIPELINES
14
APPROACH PIPE
15-16
CULVERTS
11>-21
STOCKPASS
21
FENCING
22
HYDRAULIC DATA SUMMARY
49
M.C.S. SCALE SITE - TYPE "B"
50
MODIFIED SHOULDER RUMBLE STRIP
51
52-68
S1
SUMMARY
10-22
SUMMARIES
INTERSECTION DETAILS 510+96 LT.
LOCATION & SPECIFICATION
S2-S4
DETAILS
S5-S7
PLANS
S8-S16
CHANNEL CHANGE TYPICAL SECTION
BANK PROTECTION
25
IRRIGATION HEADWALL
25
TURNOUT STRUCTURE
26
PIPE CONNECTION
26
CONCRETE DITCH CONNECTION
26
27-28
GATED PIPE DELIVERY
28
GATE AND PIPE CONNECTION
28
WASTEWAYSTRUCTURE
29
WASTEWAY MISCELLANEOUS DETAILS
30
31-32
TYPICAL TRENCH FOR PVC INSTALLATION
33
THRUST BLOCKING
33
AIR RELEASE VALVE ASSEMBLY
33
= 0.42 GAL. PER SQ.YARD
CRUSHED AGGREGATE COURSE
= 66.0 cubic yards
COVER
= 25 LBS. PER SQ.YARD
ASPHALT CEMENT
= 2.05
AGGREGATE TREATMENT
= 0.3 GAL. PER SQ.YARD
AGG. TREATMENT
= 305 sq. yards
48
I DESIGNED BY
REVIEWED BY
CHECKED BY
$usemame$1
CONSTRUCT APPROACHES TO A 24' FINISHED TOP ON A 34'
SUBGRADE UNLESS NOTED OTHERWISE IN THE PLANS.
PROVIDE THE FOLLOWING SURFACING:
0.20' PLANT MIX BITUMINOUS SURF.
0.60' CRUSHED AGGREGATE COURSE
PLANT MIX SURFACE ALL PUBLIC APPROACHES TO R/W.
= 127.5 linearfeet
= 54.8 tons
= 93.4 cubic yards
= 2.96 tons
= 467 sq. yards
PLANT MIX BITUMINOUS SURF.
ASPHALT CEMENT
AGG. TREATMENT
PLANT MIX SURFACE ALL PRIVATE APPROACHES TO R/W.
QUANil!IES EOR ONE PRIVA!E AP~ROACH:
- MATERIAL IS LABELED AT THE BOTTOM OF THE LAYER
-A MINUS(-) OFFSET INDICATES A DIRECTION LEFT OF PROJECT CENTERLINE
BORING I SOIL SURVEY NUMBER
STATION
OFFSET DIRECTION AND DIST.
ELEVATION
AVERAGE LENGTH
= 68.0 linear feet
PLANT MIX BITUMINOUS SURF.
= 31.0
CRUSHED AGGREGATE COURSE
= 51.7 cubic yards
= 1.67 tons
ASPHALT CEMENT
BORING NUMBER
QUANTITIES FQR QNE PRIVATE APPRQA!(GEOTECHN-t BORING)
"'-MATERIAL
AVERAGE LENGTH
= 58.0
PLANT MIX BITUMINOUS SURF.
= 34.2 tons
CRUSHED AGGREGATE COURSE
= 55.0
= 1.85
ASPHALT CEMENT
~
DELINEATED WETLAND AREAS
~
PERMITTED WETLAND IMPACTED AREAS
i--MATERIAL
SOIL SURVEY NUMBER (SS-#)
sz
WATER ELEV.
DURING DRILLING
tons
linear feet
cubic yards
tons
GRAVEL SURFACE ALL FARM FIELD APPROACHES TO R/W WITH A 12'
WIDE PLANT MIX STRIP ADJACENT AND PARALLEL TO THE ROADWAY.
cb
QUANil!IES EOR ONE FARM FIELD AP~ROACH:
(DISTRICT SOIL SURVEY)
WATER ELEV.
AT END OF DRILLING
WETLAND DELINEATION TABLE
STATION
WETl.AND
DESIGNATION
FROM
W16
W15
W2
W3
W17
W4
W18
W21
W19
W5
W6
W20
W22
W8
W9
W10
W11
TO
139+24
171+74
208+14
228+05
259+82
282+58
288+24
292+70
306+98
330+37
336+15
337+16
384+94
399+27
417+11
430+03
442+46
467+95
544+29
605+17
DELINEATED
AREA
IMPACTED
AREA
(PERM.)
139+61
184+54
208+31
252+07
264+54
299+94
0.007
0.280
0.028
3.560
0.033
o.n3
0.007
0.280
0.019
0.471
0.033
0.078
291+36
0.060
0.020
0.053
0.176
2.906
0.364
0.023
0.049
0.000
0.053
0.055
1.560
0.098
0.023
0.156
0.082
0.117
0.665
4.992
5.549
0.690
0.145
0.024
0.046
0.061
0.289
0.019
0.077
20.527
3.324
292+90
307+85
333+03
364+82
348+57
385+89
399+64
420+20
442+20
533+88
546+56
545+56
605+88
TOTAL
sr
I
I
I
I
D
LT.
RT.
LT.
LT. & RT.
RT.
LT. & RT.
= 0.44 tons
SKEW
LEFT
RIGHT
cubic yards
EQB Q~E EABM EIELD A~~BQ~t:t·
AVERAGE LENGTH
= 90.8 linear feet
PLANT MIX BITUMINOUS SURF.
=5.9 tons
=15.7 cubic yards
=0.32 tons
CRUSHED AGGREGATE COURSE
QUANTITIES FOR ONE FARM FIELD APPROACH:
LT.
16' FINISHED TOP ON A 26' SUBGRADE (GRAVEL ONLY)
If
0:
GJ
LT.
LT. & RT.
AVERAGE LENGTH
=20.0
PLANT MIX BITUMINOUS SURF.
=O
linear feet
tons
CRUSHED AGGREGATE COURSE
=13.8
ASPHALT CEMENT
=O
cubic yards
tons
QUANTITIES FQR QNE FARM FIELD APPRQA!------ - - - -
LT. & RT.
LT. & RT.
LT.
LT. & RT.
48' FINISHED TOP ON A 58' SUBGRADE
~
PERMITTED WATERWAY IMPACTED AREAS
I
I
=82.0
PLANT MIX BITUMINOUS SURF.
= 18.7 tons
linear feet
=123.1 cubic yards
=1.01 tons
ASPHALT CEMENT
~\
SKEW
SKEW
RIGHT
LEFT
~~~[L~lMl~lNJ&~W
AVERAGE LENGTH
CRUSHED AGGREGATE COURSE
"'"'
ROAD PLANS
= 56.8
ASPHALT CEMENT
SKEW
RT.
LT. & RT.
LT.
RT.
LT.
RT.
LT. & RT.
BIG HORN COUNTY
CRUSHED AGGREGATE COURSE
ASPHALT CEMENT
12' FINISHED TOP ON A 22' SUBGRADE
IPLANVIEWl
SKEW DIAGRAM
DELINEATED WATERWAYS
I
I
I
I
= 75.3 linear feet
= 8.1 tons
QUA~IIIIES
REMARKS
*AREA OF EXISTING WETLAND EXTENDS BEYOND PLAN LIMITS
-------
PLANT MIX BITUMINOUS SURF.
AVERAGE LENGTH
t-- MATERIAL
'"'-MATERIAL
WETLAND AREA (ACRES)
35
44-47
tons
APPROACHES
GEOTECHNICAL BORING I SOIL SURVEY LEGEND
WETLANDS EXIST ADJACENT TO THE ROADWAY AND MAY EXIST BEYOND THE
PROJECT LIMITS. WETLAND AREAS AND PERMANENT WETLAND IMPACT AREAS
WITHIN THE PROJECT LIMITS HAVE BEEN DELINEATED AND ARE SHOWN ON THE
PLANS. ANY ACTION IMPACTING WETLAND AREAS OUTSIDE OF THE PERMANENT
IMPACT AREAS SHOWN IS THE RESPONSIBILITY OF THE CONTRACTOR.
IRRIGATION SIPHON DETAIL
IRRIGATION DITCH PROFILES
= 38.0 tons
= 0.075 GAL. PER SQ. YARO (UNDILUTED)
ALL MONUMENTS TO BE REMOVED AND RELOCATED OR RESET
BY STATE FORCES.
WETLANDS
W14
36
= 330.4 linearfeet
PLANT MIX BITUMINOUS SURF.
EMULSIFIED ASPHALT - FOG SEAL
SEAL
AVERAGE LENGTH
CALL THE UTILITIES UNDERGROUND LOCATION CENTER (811) OR OTHER
NOTIFICATION SYSTEM FOR THE MARKING AND LOCATION OF ALL LINES AND SERVICES
BEFORE EXCAVATING. ALL CLEARANCES OR DEPTHS PROVIDED FOR UTILITIES ARE
FROM EXISTING GROUND LINE.
34
37-43
QUANTITIES FOR ONE MAILBOX TURNOUT (FOR ESTIMATING PURPOSES ONLY):
AVERAGE LENGTH
1-317
UTILITIES
EMBANKMENT PROTECTION
l$TIME$
= 8.5 LBS. PER GAL.
= 0.05 GAL. PER SQ. YARD (UNDILUTED)
CRUSHED AGGREGATE COURSE
W12
W13
DEPARTMENT l$FILEABBREV$
DF TRANSPOffTATIDN I $DATE$
BITUMINOUS MATERIAL
EMULSIFIED ASPHALT-TACK
PUBLIC LAND SURVEY MONUMENTS
34
IRRIGATION & DRAINAGE LAYOUT DETAILS
MAINLINE linear feet PLANT MIX BITUMINOUS SURF.
MAINLINE linear feet CRUSHED AGGREGATE COURSE
QUANTITIES FQR QNE PUBLI!< APPRQA!33
~~MONTANA
= 1 .4% OF PL.MIX BIT.SURF.
SOILS INFORMATION ON THE PLAN AND PROFILE SHEETS IS A BRIEF SUMMARY
OF THE SOILS CLASSES. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION.
MAINLINE
DROP PIPE
LONE TREE COULEE CHANNEL CHANGE
HYDRATED LIME
PROVIDE THE FOLLOWING SURFACING:
CLEAR AND GRUB TO CONSTRUCTION LIMITS. INCLUDE THE COST OF CLEARING
AND GRUBBING IN THE UNIT PRICE BID FOR UNCLASSIFIED EXCAVATION
CROSS SECTIONS
HYDRANT ASSEMBLY
PRECAST REINFORCED CONCRETE BOX
= 5.4% OF PL.MIX BIT.SURF.
SOILS INFORMATION
.24
24
STEEL WALKWAY DETAILS
= 4167 LBS. PER CUBIC YARO
ASPHALT CEMENT- GRADES -314" AGG.
23
TYPE A & TYPE B FIELD DITCH
DIVISION BOX AND SCHEDULE
COMP. WEIGHT OF PL. MIX BIT. SURF.
CLEARING AND GRUBBING
24-50
DETAILS
= 4000 LBS. PER CUBIC YARO
COMP. AGGREGATE WEIGHT
SIGNING PLANS
5-9
TYPICAL SECTIONS
CONSTRUCT MAILBOX TURNOUTS AT LOCATIONS SHOWN IN THE PLANS
OR AS STAKED BY THE PROJECT MANAGER.
(QUANTITIES FOR ESTIMATING PURPOSES ONLY)
PLAN & PROFILE
4
MAILBOXES & MAILBOX TURNOUTS
BASIS OF PLAN QUANTITIES
DETAILS (CONT.)
2
TABLE OF CONTENTS
SHEET NO.
[F~~
I
I
HARDIN -
NORTH !NORTH SECTION l
I
UPN ~06~001
I
I
STPP 48-1 C31 l2
SHEET 2
-.....
-.......
P1=9+12.75
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··· ~~U?~ 5-;--
... ____ ____
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E =3. 11· - - - -
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Pl
IR ~
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R
T
L
E
=i 7.83'
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05"
!RT>
Pl 4+13. 21
/;
14" 10'
100'
12. 43'
T
L 24. 73'
E o. 77'
15"
STREAMBED MATERIAL EDGE
!RT)
POSITION
NORTHING
EASTING
ELEVATION
L1
L2
L3
L4
L5
L6
L7
LB
L9
L10
L11
L12
L13
L14
252,914.44
252,92B.23
253,002.37
253,0B7.42
253,1B0.99
253,262.17
253,36B.46
253,439.27
253,566.17
253,717.40
253,766.97
253,B17.62
253,B76.17
253,912.52
2, 122,999.45
2, 122,996.16
2, 122,999.B3
2, 122,9B6.57
2, 122,993.0B
2, 122,9B3.6B
2, 122,993.17
2, 122,9BB.62
2, 122,9BB.52
2,122,9B7.B3
2, 122,9B5.19
2, 122,9BB.54
2, 122,9B2.04
2,123,002.76
2,B39.20
2,B39.17
2,B39.01
2,B3B.B2
2,B3B.61
2,B3B.43
2,B3B.20
2,B3B.04
2,B37.76
2,B37.43
2,B37.32
2,B37.21
2,B37.0B
2,B37.00
R1
R2
R3
R4
R5
R6
R7
RB
R9
R10
R11
R12
R13
R14
252,920.39
252,934.BO
253,001.1B
253,0BB.20
253,191.03
253,251.17
253,320.57
253,353.76
253,435.50
253,71B.07
253,766.24
253,B23.5B
253,B7B.51
253,901.23
2,123,016.44
2,123,013.63
2, 123,024.B7
2, 123,004.55
2,123,017.51
2, 123,002.51
2, 123,00B.07
2,123,017.06
2,123,013.B5
2,123,012.BO
2,123,010.1B
2,123,013.16
2, 123,003.31
2,123,016.7B
2,B39.20
2,B39.16
2,B39.01
2,B3B.B2
2,B3B.59
2,B3B.46
2,B3B.30
2,B3B.22
2,B3B.05
2,B37.43
2,B37.32
2,B37.20
2,B37.06
2,B37.00
R
354+28, 69.3' RT. TO 364+18, 97.3' RT.
LONE TREE COULEE CH CH
2860
2850
CHANNEL CHANGE CENTERLINE COORDINATE TABLE
STATION
DESCRIPTION
,,---- EXISTING GROUND
0
0
/
0
....
....
...,
""
*
0 "<\i
2840
....
-
....._
/
/
-n
,,.-
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0
j -NEW CH CH FLOWLINE
IO
I
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~
I
I
IQ·J
'
-o.
~
""'
187.
<\i
2840
....
354+28, 69.3'RT. T0364+18, 97.3'RT.
I
2830
0
1000
500
6'
~-~
PERMANENT EROSION
CONTROL BLANKET
~
LOW FLOW CHANNEL
VARIES 1B' -25'
SEE CROSS SECTIONS
EX.
GRND.
2'
MIN
LOW FLOW
HANNEL
2830
CHANNEL CHANGE
0+00.00
0+17.B3
0+34.66
0+65.B1
O+B5.64
1+04.59
1+60.49
1+74.B7
1+BB.71
2+40.B6
2+79.25
3+15.52
3+40.4B
3+64.45
4+00.7B
4+13.21
4+25.51
4+59.91
4+91.7B
5+15.14
5+3B.12
6+39.75
6+53.50
6+67.16
7+01.01
7+34.46
B+42.9B
B+61.1B
B+79.20
9+12.75
9+45.21
9+71.27
9+93.26
10+07.30
NORY
COORDINATE
CENTERLINE
PC
Pl
PT
PC
Pl
PT
PC
Pl
PT
PC
Pl
PRC
Pl
PT
PC
Pl
PRC
Pl
PRC
Pl
PT
PC
Pl
PRC
Pl
PT
PC
Pl
PRC
Pl
PRC
Pl
PT
POT
252 917.42
252 934.24
252 951.56
252 9B1.B1
253 001.07
253 020.15
253 073.93
253 OB7.76
253101.B7
253153.04
253 190.71
253 226.36
253 249.54
253 274.35
253 310.47
253 322.B3
253 334.4B
253 366.72
253 399.52
253421.79
253445.14
253 546.77
253 560.52
253 574.03
253 607.30
253 641.03
253 749.17
253 767.30
253 7B5.2B
253 B1B.41
253 B50.63
253 B75.66
253 B95.95
253 906.BB
EORX
COORDINATE
2123 007.94
2123 002.05
2123 006.30
2 123 013.73
2123 01B.45
2 123 013.04
2 122 997.79
2122 993.B6
2122 996.63
2123 006.6B
2123 014.07
2122 999.B2
2122 990.55
2122 993.26
2122 997.21
2122 99B.56
2123 002.90
2123 014.90
2123 004.52
2 122 997.47
2122 997.53
2 122 997.7B
2122 997.B1
2123 000.34
2123 006.57
2 123 003.73
2122 994.63
2122 993.11
2122 995.96
2123 001.22
2122 991.B7
2122 984.60
2123 000.96
2 123 009.77
REMARKS
BEG. LONE TREE COULEE CH CH
END LONE TREE COULEE CH CH
VARIES AS NEEDED
TO MATCH EX. GRND.
DETAILS
1.5'
LOW FLOW CHANNEL
MEANDERS (SEE PLAN)
TYP
SALVAGED STREAMBED MATERIAL
LONE TREE COULEE
CHANNEL CHANGE
DETAILS
*SEE TABLE FOR STREAMBED
MATERIAL EGDE LOCATIONS
LONE TREE COULEE CH. CH. TYPICAL SECTION
354+2B, 69.3' RT. TO 364+1B, 97.3' RT.
NOTTO SCALE
3 ~MONTANA DEPARTMENT i,:S~Fl;LEA~B:::BR;::EV$;,::,____-ilo~E~Sl~G~NE~D~B~Ytt:=========t:====L-----!R~Q~A~D:_P~l~A~N~S~----_J
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