Appendix_A_-_20250811_Mussa_Drawing_Set.pdf
PDF 7 MB Posted
- Attached to
- Mussa Abandoned Mine Land Project
- Solicitation number
- EVT0010897
- Issued by
- Clay County, Kansas
About this file
This is a drawing set prepared by SCS Engineers for the Kansas Department of Health and Environment (KDHE) Surface Mining Unit documenting the Mussa Reclamation Site (PAD KS-0296) located in Cherokee County, Kansas, at Section 05, Township 32 South, Range 24 East. The project encompasses approximately 42.52 acres and involves the reclamation and stabilization of an abandoned mine land site. The drawing set includes eight comprehensive sheets: a site location aerial and ground control points (Drawings 2A-2C), existing site conditions (Drawing 3), proposed grading plan (Drawing 4), cross-sections overview and details (Drawings 5A-5E), fence, gate, and stabilization details (Drawing 6), erosion control details (Drawing 7), and an erosion control plan (Drawing 8). The project work includes fill and regrading activities using soil from spoil piles and borrow sources in an eastern construction area, filling of sinkholes within the project area, installation of rip rap for slope stabilization in saturated areas, fence installation, and comprehensive erosion control measures. Ground control points have been established and surveyed using NAD83 Kansas State Plane coordinates (South Zone, US feet) with elevations ranging from 916.85 to 931.61 feet.
The proposed work involves significant earthwork including cut and fill operations shown across multiple cross-sections, with slopes ranging from 6:1 to 13:1 depending on location and soil conditions. Approximately 4,800 square feet of KDOT 18-inch light rip rap is proposed for slope stabilization, with the contractor responsible for installing Best Management Practices (BMPs) both pre- and post-construction, including erosion control fencing and 8-inch straw wattle in identified areas. The contractor is required to develop a site-specific health and safety plan addressing potential sinkholes and vertical openings, maintain all BMPs through vegetation establishment, and utilize the eastern construction area as a continuous borrow source. Utilities in the area are approximate, and the contractor must call Kansas Call Before You Dig (1-800-344-7233) prior to construction. The drawings were prepared in August 2025 by SCS Engineers in Overland Park, Kansas, and include coordination with property owners and utility considerations across multiple parcels including the Carl H. & Tracey M. Mussa Revocable Trust and other surrounding property owners.
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8575 WEST 110th STREET, SUITE 100
KANSAS DEPARTMENT OF HEALTH AND ENVIRONMENT
SURFACE MINING UNIT
4033 PARKVIEW DRIVE
FRONTENAC, KANSAS 66763
(620) 231-8540; FAX (620) 231-0753
MUSSA RECLAMATION SITE
PAD KS-0296
SECTION 05, TOWNSHIP 32 SOUTH, RANGE 24 EAST
CHEROKEE COUNTY, KANSAS
AUGUST 2025
SCS ENGINEERS
OVERLAND PARK, KANSAS 66210
(913) 681-0030 FAX (913) 681-0012
PROJECT NO. 27224595.00
PREPARED BY
PREPARED FOR
WORK AREA
DRAWING LIST
DRAWING # DRAWING TITLE
1 COVER
2A SITE LOCATION AERIAL
2B-2C GROUND CONTROL POINTS
3 EXISTING SITE CONDITIONS
4 PROPOSED GRADING
5A CROSS SECTIONS OVERVIEW
5B-5E CROSS SECTIONS
6 FENCE, GATE & STABILIZATION DETAILS
7 EROSION CONTROL DETAILS
8 EROSION CONTROL
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NE LIBERTY ROAD
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NE 20TH STREET
SPENCE, DANIEL &
MARLENE
CARL H. & TRACEY M.
MUSSA, REVOCABLE
TRUST
JOE W. & ALICE FAYE
MUSSA
CARL H. & TRACEY M.
MUSSA, REVOCABLE
TRUST
LOIS O CARLSON, REVOCABLE TRUST
CARL H. & TRACEY M.
MUSSA, REVOCABLE
TRUST
MARTIN FAMILY
TRUST
NE LIBERTY ROAD
N E
TH
S
TR
EE
T
MARTIN FAMILY
TRUST
CARL H. & TRACEY M.
MUSSA, REVOCABLE
TRUST
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1. AERIAL PHOTO ACCESSED FROM MICROSOFT (2025 IMAGE).
2. PROPERTY LINES WERE PROVIDED BY SMH CONSULTANTS ON 1-15-2025, BASED ON PROPERTY DEED(S)
OBTAINED FROM THE CHEROKEE COUNTY APPRAISER. LAND OWNER NAMES FOUND USING THE
CHEROKEE COUNTY PROPERTY DATA WEBSITE.
LEGEND:
APPROXIMATE WORK AREA
PROPERTY LINES
PROPERTY OWNER NAMENAME
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8/11/25
SPENCE, DANIEL &
MARLENE
CARL H. & TRACEY M.
MUSSA, REVOCABLE
TRUST
JOE W. & ALICE FAYE
MUSSA
CARL H. & TRACEY M.
MUSSA, REVOCABLE
TRUST
LOIS O CARLSON, REVOCABLE TRUST
CARL H. & TRACEY M.
MUSSA, REVOCABLE
TRUST
MARTIN FAMILY
TRUST
NE LIBERTY ROAD
N E
TH
S
TR
EE
T
MARTIN FAMILY
TRUST
CP-4
CP-3
CP-1
CARL H. & TRACEY M.
MUSSA, REVOCABLE
TRUST
CP-2
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NOTES:
1. AERIAL PHOTO ACCESSED FROM MICROSOFT (2025 IMAGE).
2. PROPERTY LINES WERE PROVIDED BY SMH CONSULTANTS ON 1-15-2025, BASED ON PROPERTY DEED(S)
OBTAINED FROM THE CHEROKEE COUNTY APPRAISER. LAND OWNER NAMES FOUND USING THE
CHEROKEE COUNTY PROPERTY DATA WEBSITE.
LEGEND:
APPROXIMATE WORK AREA
PROPERTY LINES
PROPERTY OWNER NAME
KDHE-SMU MUSSA HAZARD AREA
CONTROL POINT
NAME
CONTROL POINT COORDINATES AND ELEVATIONS
POINT
CP-1
CP-2
CP-3
CP-4
EASTING
2389529.955
2389026.726
2389382.521
2386760.792
NORTHING
1560154.324
1560909.042
1562742.004
1562676.360
ELEVATION
926.88
928.57
931.61
916.85
SURVEY NOTES:
1. NAD83 KANSAS STATE PLANES, SOUTH ZONE, US FOOT.
2. CONTROL POINTS MARKED IN THE FIELD BY 5/8" (#5) DIAMETER X 24" LONG REBAR.
CP-1
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SPEN
C
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AN
IEL &
M
AR
LEN
E
CARL H. & TRACEY M.
MUSSA, REVOCABLE
TRUST
JOE W. & ALICE FAYE
MUSSA
CARL H. & TRACEY M.
MUSSA, REVOCABLE
TRUST
N E
TH
S
TR
EE
T
EASTERN CONSTRUCTION AREA
APPROXIMATE AREA WILL BE
CONTINUOUSLY UTILIZED AS A
BORROW SOURCE BY KDHE-SMU AND
THEIR CONTRACTORS FOR FILLING
ACTIVITIES ON THE MUSSA
PROPERTY.
APPROXIMATE SOIL
STOCKPILE
LOCATIONS
EXISTING 1 FOOT CONTOUR
EXISTING 5 FOOT CONTOUR
ROAD
ROAD CENTERLINE
OVERHEAD ELECTRIC
PROPERTY LINE
PROPERTY OWNER NAME
WATER FEATURE
CURRENT DELINEATED WETLAND AREA
EXISTING FENCE
WORK AREA
NOTES:
1. TOPOGRAPHIC DATA (MAP) PROVIDED BY KANSAS DATA
ACCESS AND SUPPORT CENTER GIS RESOURCES
ELEVATION AND LIDAR DATA COLLECTED ON 1-25-2018.
2. TOPOGRAPHIC DATA IN THE EASTERN CONSTRUCTION
AREA WAS PROVIDED BY SMH CONSULTANTS, P.A. ON
1-15-2025.
3. PROPERTY LINES WERE PROVIDED BY SMH CONSULTANTS
ON 1-15-2025, BASED ON PROPERTY DEED(S) OBTAINED
FROM THE CHEROKEE COUNTY APPRAISER. LAND OWNER
NAMES FOUND USING THE CHEROKEE COUNTY PROPERTY
DATA WEBSITE.
4. UTILITIES SHOWN ARE APPROXIMATE, CONTRACTOR IS
RESPONSIBLE FOR LOCATING AND ACCOUNTING FOR
UTILITIES DURING CONSTRUCTION.
KANSAS CALL BEFORE YOU DIG: 1-800-DIG-SAFE
(1-800-344-7233)
1+00
OWNER NAME
OE
LEGEND
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APPROXIMATE SOIL
STOCKPILE
LOCATIONS
OE
O E
O E
O E
O E
O E
0+
1+
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3+
4+
5+
6+
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SPEN
C
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AN
IEL &
M
AR
LEN
E
JOE W. & ALICE FAYE
MUSSA
CARL H. & TRACEY M.
MUSSA, REVOCABLE
TRUST
N E
TH
S
TR
EE
T
CARL H. & TRACEY M.
MUSSA, REVOCABLE
TRUST
EASTERN CONSTRUCTION AREA:
APPROXIMATE AREA WILL BE CONTINUOUSLY UTILIZED
AS A BORROW SOURCE BY KDHE-SMU AND THEIR
CONTRACTORS FOR FILLING ACTIVITIES ON THE MUSSA
PROPERTY. CONTRACTOR TO UTILIZE REMAINING SOIL
STOCKPILES FOR FILLING WITHIN WORK AREA
BOUNDARY. AREA TO BE GRADED RELATIVELY FLAT
PRIOR TO FERTILIZING AND SEEDING.
DESCRIPTION OF WORK
FILL/REGRADE FROM WEST OF NE 20TH
STREET USING FILL FROM THE SPOIL
PILES AND REGRADED AREAS.
CONTRACTOR TO FILL ALL REMAINING
SINKHOLES WITHIN PROJECT AREA.
SINKHOLES OR VERTICAL
OPENINGS MAY BE PRESENT
OR BECOME PRESENT IN THE
WORK AREA. SEE NOTE 5.
SINKHOLES OR VERTICAL
OPENINGS MAY BE PRESENT
OR BECOME PRESENT IN THE
WORK AREA. SEE NOTE 5.
10:1
11:1
6:
10:1
10:1
SATURATED SLOPE
STABILIZATION RIP
RAP TO BE INSTALLED
ALONG THE TOE OF
SLOPE AS NEEDED,
SEE NOTE 6. 12:1
PROPOSED
KDOT 18"
LIGHT RIP RAP
(~1,000 SF)
PROPOSED
KDOT 18"
LIGHT RIP RAP
(~3,800 SF)
EXISTING 1 FOOT CONTOUR
EXISTING 5 FOOT CONTOUR
PROPOSED 1 FOOT CONTOUR
PROPOSED 5 FOOT CONTOUR
ROAD
ROAD CENTERLINE
OVERHEAD ELECTRIC
PROPERTY LINE
PROPERTY OWNER NAME
WATER FEATURE
CURRENT DELINEATED WETLAND AREA
EXISTING FENCE
PROPOSED FENCE
1+00
OWNER NAME
OE
LEGEND NOTES:
1. TOPOGRAPHIC DATA (MAP) PROVIDED BY KANSAS DATA ACCESS AND SUPPORT CENTER GIS RESOURCES ELEVATION AND LIDAR
DATA COLLECTED ON 1-25-2018.
2. TOPOGRAPHIC DATA IN THE EASTERN CONSTRUCTION AREA WAS PROVIDED BY SMH CONSULTANTS, P.A. ON 1-15-2025.
3. PROPERTY LINES WERE PROVIDED BY SMH CONSULTANTS ON 1-15-2025, BASED ON PROPERTY DEED(S) OBTAINED FROM THE CHEROKEE COUNTY APPRAISER. LAND OWNER NAMES FOUND USING THE CHEROKEE COUNTY PROPERTY DATA WEBSITE.
4. UTILITIES SHOWN ARE APPROXIMATE, CONTRACTOR IS RESPONSIBLE FOR LOCATING AND ACCOUNTING FOR UTILITIES DURING
CONSTRUCTION.
KANSAS CALL BEFORE YOU DIG: 1-800-DIG-SAFE (1-800-344-7233)
5. SINKHOLES OR VERTICAL OPENINGS MAY BE PRESENT OR BECOME PRESENT DURING EARTHWORK CONSTRUCTION ACTIVITIES AND SHALL BE ADDRESSED BY THE CONTRACTOR. ALL CONTRACTOR EMPLOYEES AND SUBCONTRACTORS SHALL BE MADE AWARE THAT A SINKHOLE OR VERTICAL OPENING MAY OCCUR. SCS ENGINEERS RECOMMENDS THE CONTRACTOR DEVELOP A SITE-SPECIFIC HEALTH AND SAFETY PLAN PRIOR TO CONSTRUCTION THAT ADDRESSES THE POTENTIAL PRESENCE OR DEVELOPMENT OF SINKHOLES AND/OR VERTICAL OPENINGS. CONTRACTOR TO IMMEDIATELY NOTIFY KDHE SMU IF A VERTICAL OPENING OR SINKHOLE
DEVELOPS DURING CONSTRUCTION.
6. IF THE PROPOSED GRADING TOE OF SLOPE IS LOCATED IN OR NEAR SATURATED SOIL OR WETLAND AREA, CONTRACTOR MAY INSTALL RIP RAP IN THE AREA AS NEEDED TO PROVIDE STABILIZATION TO THE GRADING. SEE SATURATED SLOPE STABILIZATION
DETAIL, DRAWING 6.
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PROPERTY. CONTRACTOR TO UTILIZE REMAINING SOIL
STOCKPILES FOR FILLING WITHIN WORK AREA
BOUNDARY. AREA TO BE GRADED RELATIVELY FLAT
PRIOR TO FERTILIZING AND SEEDING.
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AutoCAD SHX Text 27224595.00
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EXISTING GROUND SURFACE
PROPOSED GRADING
VERTICAL SCALE: 1"=10'
HORIZONTAL SALE: 1"=50'
LEGEND
CROSS SECTION A-A' @ 6+00 (LOOKING NORTH)
CROSS SECTION A-A' @ 6+00 (LOOKING NORTH)
A
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CONT.
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CUT
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CUT
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AutoCAD SHX Text 27224595.00
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EXISTING GROUND SURFACE
PROPOSED GRADING
VERTICAL SCALE: 1"=10'
HORIZONTAL SALE: 1"=50'
LEGEND
CROSS SECTION B-B' CROSS SECTION C-C' CROSS SECTION D-D'
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AutoCAD SHX Text 27224595.00
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CROSS SECTION E-E' (LOOKING WEST)
CROSS SECTION F-F' (LOOKING WEST)
CROSS SECTION G-G' (LOOKING WEST)
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VERTICAL SCALE: 1"=10'
HORIZONTAL SALE: 1"=50'
LEGEND
0+00 1+00 2+00 3+00 4+00 5+00 6+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+007+00
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AutoCAD SHX Text 27224595.00
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EXISTING GROUND SURFACE
PROPOSED GRADING
VERTICAL SCALE: 1"=10'
HORIZONTAL SALE: 1"=50'
LEGEND
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3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00NE 20TH STREET
EASTERN CONSTRUCTION AREA:
APPROXIMATE AREA WILL BE
CONTINUOUSLY UTILIZED AS A BORROW
SOURCE BY KDHE-SMU AND THEIR
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AutoCAD SHX Text 27224595.00
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AutoCAD SHX Text 10'-0"
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AutoCAD SHX Text 8"
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AutoCAD SHX Text 7'-3" Approx.
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AutoCAD SHX Text Steel/Wood
AutoCAD SHX Text Brace Post
AutoCAD SHX Text Four Strands of
AutoCAD SHX Text No. 9 Galv.
AutoCAD SHX Text Smooth Wire
AutoCAD SHX Text Steel/Wood
AutoCAD SHX Text Steel Tube Gate
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AutoCAD SHX Text Brace Post
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AutoCAD SHX Text
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AutoCAD SHX Text 2 3/8 " Min Brace
AutoCAD SHX Text Post 5" dia (min.)
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WASHER
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LOCK
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WASHER
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AutoCAD SHX Text NOTE:CONTRACTOR TO INSTALL A 10 :CONTRACTOR TO INSTALL A 10 FOOT CORNER POST IN EARTHWORK FILL AREAS. FOR ALL OTHER AREAS WITH IN SITU SOIL, AN 8 FOOT POST IS ACCEPTABLE.
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D6,7 - DETAILS (MUSSA).DWG
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8" STRAW LOG DITCH CHECK
8" STRAW LOG DITCH CHECK
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D6,7 - DETAILS (MUSSA).DWG
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AutoCAD SHX Text 8/11/25
AutoCAD SHX Text 27224595.00
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APPROXIMATE SOIL
STOCKPILE
LOCATIONS
OE
O E
O E
O E
O E
SPEN
C
E, D
AN
IEL &
M
AR
LEN
E
CARL H. & TRACEY M.
MUSSA, REVOCABLE
TRUST
JOE W. & ALICE FAYE
MUSSA
CARL H. & TRACEY M.
MUSSA, REVOCABLE
TRUST
N E
TH
S
TR
EE
T
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
+0
+0
+0
+0
+0
+0
+0
10:1
6:
10:1
10:1
12:1
11:1
EASTERN CONSTRUCTION AREA:
APPROXIMATE AREA WILL BE CONTINUOUSLY UTILIZED
AS A BORROW SOURCE BY KDHE-SMU AND THEIR
CONTRACTORS FOR FILLING ACTIVITIES ON THE MUSSA
PROPERTY. CONTRACTOR TO UTILIZE REMAINING SOIL
STOCKPILES FOR FILLING WITHIN WORK AREA
BOUNDARY. AREA TO BE GRADED RELATIVELY FLAT
PRIOR TO FERTILIZING AND SEEDING.
SINKHOLES OR VERTICAL
OPENINGS MAY BE PRESENT
OR BECOME PRESENT IN THE
WORK AREA. SEE NOTE 5.
SINKHOLES OR VERTICAL
OPENINGS MAY BE PRESENT
OR BECOME PRESENT IN THE
WORK AREA. SEE NOTE 5.
PROPOSED
KDOT 18"
LIGHT RIP RAP
(~1000 SF)
SATURATED SLOPE
STABILIZATION RIP
RAP TO BE INSTALLED
ALONG THE TOE OF
SLOPE AS NEEDED.
SOUTHWEST
DRAINAGE AREA
(SEE VIEWPORT)
PROPOSED
KDOT 18"
LIGHT RIP RAP
(~3,800 SF)
EXISTING 1 FOOT CONTOUR
EXISTING 5 FOOT CONTOUR
PROPOSED 1 FOOT CONTOUR
PROPOSED 5 FOOT CONTOUR
ROAD
ROAD CENTERLINE
OVERHEAD ELECTRIC
PROPERTY LINE
PROPERTY OWNER NAME
WATER FEATURE
CURRENT DELINEATED WETLAND AREA
EXISTING FENCE
PROPOSED FENCE
PRE-CONSTRUCTION EROSION CONTROL FENCE/8" STRAW
WATTLE (SEE NOTE 6)
POST-CONSTRUCTION EROSION CONTROL FENCE/8"
STRAW WATTLE (SEE NOTE 7)
EROSION CONTROL MAT
1+00
OWNER NAME
OE
NOTES:
1. TOPOGRAPHIC DATA (MAP) PROVIDED BY KANSAS DATA ACCESS AND SUPPORT CENTER GIS RESOURCES ELEVATION AND LIDAR DATA COLLECTED ON 1-25-2018.
2. TOPOGRAPHIC DATA IN THE EASTERN CONSTRUCTION AREA WAS PROVIDED BY SMH CONSULTANTS, P.A. ON 1-15-2025.
3. PROPERTY LINES WERE PROVIDED BY SMH CONSULTANTS ON 1-15-2025, BASED ON PROPERTY DEED(S) OBTAINED FROM THE CHEROKEE COUNTY APPRAISER. LAND OWNER NAMES FOUND USING THE
CHEROKEE COUNTY PROPERTY DATA WEBSITE.
4. UTILITIES SHOWN ARE APPROXIMATE, CONTRACTOR IS RESPONSIBLE FOR LOCATING AND ACCOUNTING FOR UTILITIES DURING CONSTRUCTION.
KANSAS CALL BEFORE YOU DIG: 1-800-DIG-SAFE (1-800-344-7233)
5. SINKHOLES OR VERTICAL OPENINGS MAY BE PRESENT OR BECOME PRESENT DURING EARTHWORK CONSTRUCTION ACTIVITIES AND SHALL BE ADDRESSED BY THE CONTRACTOR. ALL CONTRACTOR EMPLOYEES AND SUBCONTRACTORS SHALL BE MADE AWARE THAT A SINKHOLE OR VERTICAL OPENING MAY OCCUR. SCS ENGINEERS RECOMMENDS THE CONTRACTOR DEVELOP A SITE-SPECIFIC HEALTH AND SAFETY PLAN PRIOR TO CONSTRUCTION THAT ADDRESSES THE POTENTIAL PRESENCE OR DEVELOPMENT OF SINKHOLES AND/OR VERTICAL OPENINGS. CONTRACTOR TO IMMEDIATELY NOTIFY KDHE SMU IF A
VERTICAL OPENING OR SINKHOLE DEVELOPS DURING CONSTRUCTION.
6. CONTRACTOR TO INSTALL BMP'S PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND SHALL MAINTAIN BMP'S THROUGH CONSTRUCTION AND POST-CONSTRUCTION. CONTRACTOR TO INSTALL ADDITIONAL BMP'S AS NECESSARY TO PREVENT OFFSITE EROSION. KDHE WILL REMOVE THE BMP'S ONCE VEGETATION HAS FULLY ESTABLISHED AND CAN SURVIVE ON ITS OWN.
7. CONTRACTOR TO INSTALL BMP'S UPON THE COMPLETION OF EARTHWORK ACTIVITIES IN THE AREAS IDENTIFIED IN THE DRAWINGS. CONTRACTOR SHALL MAINTAIN BMP'S DURING CONSTRUCTION AND POST-CONSTRUCTION. CONTRACTOR TO INSTALL ADDITIONAL BMP'S AS NECESSARY TO PREVENT OFFSITE EROSION. KDHE WILL REMOVE THE BMP'S ONCE VEGETATION HAS FULLY ESTABLISHED AND CAN
SURVIVE ON ITS OWN.
LEGEND
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SOUTHWEST DRAINAGE AREA
PROPOSED
KDOT 18"
LIGHT RIP RAP
(~1000 SF)
PROPOSED
KDOT 18"
LIGHT RIP RAP
(~3800 SF)
SATURATED SLOPE
STABILIZATION RIP RAP TO
BE INSTALLED ALONG THE
TOE OF SLOPE AS NEEDED.
SCALE: 1"=50'
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| Sheets and Views |
| 22x34 (Cover) |
| D2 - Site Location Aerial And Ground Control Points-2A.pdf |
| Sheets and Views |
| 2A |
| D2 - Site Location Aerial And Ground Control Points-2B.pdf |
| Sheets and Views |
| 2B |
| D2 - Site Location Aerial And Ground Control Points-2C.pdf |
| Sheets and Views |
| 2C |
| D3 - Existing Site Conditions-3.pdf |
| Sheets and Views |
| 3 |
| D4 - Grading Plan-4.pdf |
| Sheets and Views |
| 4 |
| D5 - Cross Sections-5A-Cross Section Map.pdf |
| Sheets and Views |
| 5A-Cross Section Map |
| D5 - Cross Sections-5B.pdf |
| Sheets and Views |
| 5B |
| D5 - Cross Sections-5C.pdf |
| Sheets and Views |
| 5C |
| D5 - Cross Sections-5D.pdf |
| Sheets and Views |
| 5D |
| D5 - Cross Sections-5E.pdf |
| Sheets and Views |
| 5E |
| D6,7 - Details (Mussa)-6.pdf |
| Sheets and Views |
| 6 |
| D6,7 - Details (Mussa)-7.pdf |
| Sheets and Views |
| 7 |
| D8 - Erosion Control-8.pdf |
| Sheets and Views |
| 8 |
File details come from the government source that posted it. Updated .