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CO
VE
R S
HE
ET
LA
NE
AM
L R
EC
LA
MA
TIO
N P
RO
JE
CT
DIV
IS
IO
N O
F S
OIL C
ON
SE
RV
AT
IO
N
IO
WA
D
EP
AR
TM
EN
T O
F A
GR
IC
ULT
UR
E
AN
D LA
ND
S
TE
WA
RD
SH
IP
HE
NR
Y A
. W
ALLA
CE
B
UILD
IN
G
5
02 E
. 9th S
TR
EE
T, D
ES
M
OIN
ES
, IO
WA
5031
9
(51
5)281
-4246
DE
SIG
N B
Y:
DR
AW
N B
Y:
CH
KD
. B
Y:
IS
SU
E D
AT
E:
RE
VIS
IO
N:
1
2 3 4
WJG
WJG
MLB
06-27-2012
SHEET
1
OF
16
DA
TE
:
DE
SC
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N:
DIVISION OF SOIL CONSERVATION
IOWA DEPARTMENT OF AGRICULTURE AND LAND STEWARDSHIP
LANE (IA-115)
AML RECLAMATION PROJECT
SW
1
4
NE
1
4
SECTION 20, TOWNSHIP 75N, RANGE 18W, MARION COUNTY IOWA
OWNERSHIP OF DOCUMENTS:
This document, and the ideas and designs contained in this document, are an
instrument of professional service, and may not be used, in whole or in part, for any
other project without the written consent of the Iowa Department of Agriculture and
Land Stewardship, Division of Soil Conservation.
PREPARED BY AND FOR:
DIVISION OF SOIL CONSERVATION
IOWA DEPARTMENT OF AGRICULTURE & LAND STEWARDSHIP
HENRY A. WALLACE BUILDING
502 E. 9TH STREET
DES MOINES, IOWA 50319
(515) 281-4246
PROJECT ENGINEER:
WALLACE J. GREENLEES, P.E.
MINES & MINERALS BUREAU
TEL: (515) 281-5643
E-MAIL: [email protected]
INDEX OF SHEETS:
1 COVER SHEET
2 PROJECT NOTES, LEGEND & QUANTITIES
3 SITUATION PLAN -- BURN RADII & SITE FEATURES
4 SITUATION PLAN -- CLEARING & SITE PREPARATION
5 SITUATION PLAN -- SURVEY BASELINE DETAILS
6 SWPPP DESCRIPTION
7 SWPPP DESIGN
8 SELECT BORROW & FILL PLAN
9 FINISHED GRADING PLAN
10 CUT & FILL PLAN
11 DRAINAGE PLAN
12 TYPICAL DETAILS & TABLES
13 TYPICAL DETAILS -- PROJECT SIGNAGE
14-16 CROSS SECTIONS
DISCLAIMER:
Reference to particular products, tradenames, or manufacturers is intended for clarity
only and does not represent endorsement by the State of Iowa. Equivalent products or
materials may be suitable, subject to the approval of the Engineer or Division.
DES MOINES
MARION COUNTY
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STATE OF IOWA
MARION COUNTY LOCAL VICINITY
PROJECT LOCATION
PROJECT LOCATION
License Number:
Signature:
Name (printed or typed):
WALLACE J. GREENLEES
16735
My license renewal date is:
DECEMBER 31, 2012
Pages or sheets covered by this seal:
Date:
I hereby certify that this engineering document was prepared by me or under
my direct personal supervision and that I am a duly licensed Professional
Engineer under the laws of the State of Iowa
FUNDED BY:
U.S. DEPARTMENT OF THE INTERIOR
OFFICE OF SURFACE MINING RECLAMATION AND ENFORCEMENT
GRANT NO: S11AF20027
IN PARTNERSHIP WITH MARION SWCD, RED ROCK ENVIRONMENT EDUCATION FUND, AND PATHFINDERS RC & D
WATERSHED COOPERATIVE AGREEMENT PROGRAM
ENTIRE DOCUMENT (1 - 16)
7/9
/2012
RE
VIS
ED
S
ELE
CT
ED
N
OT
E T
EX
T O
N S
HE
ET
S 7,9,13,15
PROJECT NOTES
LEGEND
TABLE: ESTIMATED QUANTITIES
PR
OJ
EC
T N
OT
ES
, L
EG
EN
D &
QU
AN
TIT
IE
S
LA
NE
AM
L R
EC
LA
MA
TIO
N P
RO
JE
CT
DIV
IS
IO
N O
F S
OIL C
ON
SE
RV
AT
IO
N
IO
WA
D
EP
AR
TM
EN
T O
F A
GR
IC
ULT
UR
E
AN
D LA
ND
S
TE
WA
RD
SH
IP
HE
NR
Y A
. W
AL
LA
CE
B
UILD
IN
G
50
2 E
. 9th S
TR
EE
T, D
ES
M
OIN
ES
, IO
WA
5
0319
(515
)281-4
246
DE
SIG
N B
Y:
DR
AW
N B
Y:
CH
KD
. B
Y:
IS
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VIS
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1
2 3 4
WJG
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SHEET
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SIT
UA
TIO
N P
LA
N
BU
RN
R
AD
II &
S
IT
E F
EA
TU
RE
S
LA
NE
AM
L R
EC
LA
MA
TIO
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RO
JE
CT
DIV
IS
IO
N O
F S
OIL C
ON
SE
RV
AT
IO
N
IO
WA
D
EP
AR
TM
EN
T O
F A
GR
IC
ULT
UR
E
AN
D LA
ND
S
TE
WA
RD
SH
IP
HE
NR
Y A
. W
ALL
AC
E B
UIL
DIN
G
50
2 E
. 9th
S
TR
EE
T, D
ES
M
OIN
ES
, IO
WA
5
0319
(515
)281-4
246
DE
SIG
N B
Y:
DR
AW
N B
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CH
KD
. B
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IS
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CO. HWY T17
C
O
.
H
W
Y
T
1
7
OK
LA
HO
MA
D
R.
O
W
N
E
R
:
S
O
U
T
H
C
E
N
T
R
A
L
I
O
W
A
S
O
L
I
D
W
A
S
T
E
A
G
E
N
C
Y
O
W
N
E
R
:
P
A
U
L
H
A
R
R
I
N
G
T
O
N
ELECTRICAL SUBSTATION
1
4
MILE BURN
RADIUS (TYP.)
UNNAMED
TRIBUTARY TO
WILLOW CREEK
DO NOT DISTURB
EX. POND
DO NOT DISTURB
O
W
N
E
R
:
D
E
N
N
I
S
U
I
T
E
R
M
A
R
K
T
STAGING AREA
STAGING AREA
UNINHABITED BUILDING
SIT
UA
TIO
N P
LA
N
CL
EA
RIN
G &
S
IT
E P
RE
PA
RA
TIO
N
LA
NE
AM
L R
EC
LA
MA
TIO
N P
RO
JE
CT
DIV
IS
IO
N O
F S
OIL C
ON
SE
RV
AT
IO
N
IO
WA
D
EP
AR
TM
EN
T O
F A
GR
IC
ULT
UR
E
AN
D LA
ND
S
TE
WA
RD
SH
IP
HE
NR
Y A
. W
ALLA
CE
B
UILD
IN
G
5
02 E
. 9th S
TR
EE
T, D
ES
M
OIN
ES
, IO
WA
5031
9
(51
5)281
-4246
DE
SIG
N B
Y:
DR
AW
N B
Y:
CH
KD
. B
Y:
IS
SU
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CLEARING LIMITS
SAME AS GRADING
LIMITS
O
W
N
E
R
:
P
A
U
L
H
A
R
R
I
N
G
T
O
N
O
W
N
E
R
:
S
O
U
T
H
C
E
N
T
R
A
L
I
O
W
A
S
O
L
I
D
W
A
S
T
E
A
G
E
N
C
Y
OWNER:
DENNIS UITERMARKT
CO. HWY T17
OK
LA
HO
MA
D
RIV
E
REMOVE EX.
CMP CULVERT
DO NOT REPLACE
GRADE TO DRAIN
DO NOT DISTURB
UNNAMED TRIBUTARY
TO WILLOW CREEK
POLE
BRACE WIRE
ELECTRICAL
SUBSTATION
SITE ENTRANCE FOR
SOUTH AREA
20' WIDE LANE
SHOWN =0.4 Ac
SITE ENTRANCE
FOR NORTH AREA
S
O
U
T
H
A
R
E
A
8
.
1
A
C
N
O
R
T
H
A
R
E
A
1
.
4
A
C
1
4
MILE BURN
RADIUS (TYP.)
0.2 Ac STAGING AREA
0.1 Ac CLEARING
FOR ACCESS, INCL.
IN MOBILIZATION
0.1 Ac STAGING
AREA
PROJECT SIGN
LOCATION
C
O
.
H
W
Y
T
1
7
DRY RAVINE
DRY RAVINE
SIT
UA
TIO
N P
LA
N
SU
RV
EY
B
AS
EL
IN
E D
ET
AIL
S
LA
NE
AM
L R
EC
LA
MA
TIO
N P
RO
JE
CT
DIV
IS
IO
N O
F S
OIL C
ON
SE
RV
AT
IO
N
IO
WA
D
EP
AR
TM
EN
T O
F A
GR
IC
ULT
UR
E
AN
D LA
ND
S
TE
WA
RD
SH
IP
HE
NR
Y A
. W
ALL
AC
E B
UIL
DIN
G
50
2 E
. 9th
S
TR
EE
T, D
ES
M
OIN
ES
, IO
WA
5
0319
(515)2
81-42
46
DE
SIG
N B
Y:
DR
AW
N B
Y:
CH
KD
. B
Y:
IS
SU
E D
AT
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RE
VIS
IO
N:
1 2 3 4
WJG
WJG
MLB
SHEET
5
OF
16
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1
0
+
0
0
.
0
0
1
1
+
0
0
.
0
0
1
2
+
0
0
.
0
0
1
3
+
0
0
.
0
0
17+
00.00
17+
75.00
0
+
0
0
.0
0
1
+
0
0
.0
0
2
+
0
0
.0
0
3
+
0
0
4
+
0
0
5
+
0
0
7
+
0
0
8
+
0
0
.
0
0
9
+
0
0
.
0
0
9
+
7
5
.
0
0
20+
00.00
21+
00.00
22+
00.00
23+
00.00
23+
25.00
N=468472.881
STA.10+00.00
E=1790581.997
N=468598.545
PC STA.12+96.85
E=1790313.054
N=468691.113
PT STA.14+51.06
E=1790191.167
N=468746.627
PC STA.15+23.98
E=1790143.888
R363.00'
R83.00'
PT STA.15+91.49
N=468809.592
E=1790125.266
STA.17+75.00
N=468991.802
E=1790147.072
STA.20+00.00
N=469127.476
E=1790636.072
STA.23+25.00
N=469452.476
E=1790636.072
STA.0+00.00
N=469127.044
E=1790260.798
PC STA.2+41.74
N=468891.967
E=1790317.177
PT STA.3+79.93
N=468788.424
E=1790401.605
N=468682.193
PC STA.6+31.62
E=1790629.769
N=468698.403
PT STA.7+21.52
E=1790712.371
STA.9+74.99
N=468886.945
E=1790881.778
R72.00'
R154.00'
DO NOT DISTURB
EX. STREAM
S
T
A
G
I
N
G
A
R
E
A
DRY RAVINE
DRY RAVINE
STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
SW
PP
P D
ES
CR
IP
TIO
N
LA
NE
AM
L R
EC
LA
MA
TIO
N P
RO
JE
CT
DIV
IS
IO
N O
F S
OIL C
ON
SE
RV
AT
IO
N
IO
WA
D
EP
AR
TM
EN
T O
F A
GR
IC
ULT
UR
E
AN
D LA
ND
S
TE
WA
RD
SH
IP
HE
NR
Y A
. W
ALL
AC
E B
UIL
DIN
G
502
E
. 9
th
S
TR
EE
T, D
ES
M
OIN
ES
, IO
WA
50
319
(515)281-4
246
DE
SIG
N B
Y:
DR
AW
N B
Y:
CH
KD
. B
Y:
IS
SU
E D
AT
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RE
VIS
IO
N:
1
2 3 4
WJG
WJG
MLB
SHEET
6
OF
16
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:
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SC
RIP
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\LA
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06-27-2012
STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
SW
PP
P D
ES
IG
N
LA
NE
AM
L R
EC
LA
MA
TIO
N P
RO
JE
CT
DIV
IS
IO
N O
F S
OIL C
ON
SE
RV
AT
IO
N
IO
WA
D
EP
AR
TM
EN
T O
F A
GR
IC
ULT
UR
E
AN
D LA
ND
S
TE
WA
RD
SH
IP
HE
NR
Y A
. W
ALL
AC
E B
UIL
DIN
G
502
E
. 9
th
S
TR
EE
T, D
ES
M
OIN
ES
, IO
WA
50
319
(515)281-4
246
DE
SIG
N B
Y:
DR
AW
N B
Y:
CH
KD
. B
Y:
IS
SU
E D
AT
E:
RE
VIS
IO
N:
1
2 3 4
WJG
WJG
MLB
SHEET
7
OF
16
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RIP
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N:
WETLAND AREA:
DO NOT DISTURB
RIP RAPRECP TYPE 3.B
SEE SPEC. SEC. 2120, 2.1H
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7/9/2012
AD
DE
D N
OT
E: G
RA
DIN
G B
ELO
W P
LU
NG
E P
OO
L
INSTALL 270 SY EROSION CONTROL
BLANKET (RECP TYPE 3.B) IN DITCH
BOTTOM AND1.0' UP THE SIDES,
EXTENDED TERM TEMPORARY.
TERRACE RIDGE, PERMANENT
RIP RAP PLUNGE POOL, 12' DIA. x 2' DEEP
13 TON REQ'D. PERMANENT, ENLARGED
FOR CLARITY, NOT DRAWN TO SCALE
EX. 12" CMP CULVERT
TO REMOVED
ACCESS LANE
ACCESS LANE
SILT FENCE
INSTALLED AT DIRECTION
OF THE ENGINEER (TYP.)
TEMPORARY
8
2
0
8
2
6
8
2
0
8
1
0
8
1
0
8
1
2
8
0
0
7
9
0
7
9
0
8
0
0
8
1
8
8
0
0
8
1
0
8
2
0
8
1
0
8
0
0
7
9
0
8
0
0
8
1
0
8
2
0
8
2
4
8
2
4
8
2
4
DOWNSTREAM OF
PLUNGE POOL:
GRADE TO DRAIN
TOWARD WETLAND
SE
LE
CT
B
OR
RO
W &
F
IL
L P
LA
N
LA
NE
AM
L R
EC
LA
MA
TIO
N P
RO
JE
CT
DIV
IS
IO
N O
F S
OIL C
ON
SE
RV
AT
IO
N
IO
WA
D
EP
AR
TM
EN
T O
F A
GR
IC
ULT
UR
E
AN
D LA
ND
S
TE
WA
RD
SH
IP
HE
NR
Y A
. W
ALLA
CE
B
UILD
IN
G
502 E
. 9th S
TR
EE
T, D
ES
M
OIN
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, IO
WA
503
19
(5
15)2
81-42
46
DE
SIG
N B
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DR
AW
N B
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CH
KD
. B
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IS
SU
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EXCAVATION AREA FOR
SELECT BORROW
AREA TO CONSTRUCT 1' LOWER THAN FINISHED CONTOURS SHOWN ON
SHEET 9. PLACEMENT OF 1.0' SELECT FILL MUST INCLUDE TERRACE
CONSTRUCTION. TERRACE IS CONSTRUCTED OF SPOIL MATERIAL
EXCEPT FOR TOP 1.0'
WETLAND AREA:
DO NOT DISTURB
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F
IN
IS
HE
D G
RA
DIN
G P
LA
N
LA
NE
AM
L R
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LA
MA
TIO
N P
RO
JE
CT
DIV
IS
IO
N O
F S
OIL C
ON
SE
RV
AT
IO
N
IO
WA
D
EP
AR
TM
EN
T O
F A
GR
IC
ULT
UR
E
AN
D LA
ND
S
TE
WA
RD
SH
IP
HE
NR
Y A
. W
ALLA
CE
B
UILD
IN
G
502 E
. 9th S
TR
EE
T, D
ES
M
OIN
ES
, IO
WA
503
19
(5
15)2
81-42
46
DE
SIG
N B
Y:
DR
AW
N B
Y:
CH
KD
. B
Y:
IS
SU
E D
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RE
VIS
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N:
1 2 3 4
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SHEET
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7/9/2012
AD
DE
D S
ID
E S
LO
PE
IN
FO
T
O A
UX
. S
PILLW
AY
7/9/2012
AD
DE
D "S
TA
KIN
G R
EQ
'D
T
O S
EV
ER
AL N
OT
ES
8
2
0
8
2
6
8
2
0
8
1
0
8
1
0
8
1
2
8
0
0
7
9
0
7
9
0
8
0
0
8
1
8
8
0
0
8
1
0
8
2
0
8
1
0
8
0
0
7
9
0
8
0
0
8
1
0
8
2
0
8
2
4
TERRACE CHANNEL
8
2
4
8
2
4
6' WIDE x 20' LONG FLAT
REACH IN AUX. SPILLWAY
ELEV=821.0
STAKING REQ'D
AUX. SPILLWAY DITCH
5.4% SLOPE, 4:1 MAX. SIDE
SLOPES. STAKING REQ'D.
2'-4' HIGH ISOLATION
BERM FOR AUX.
SPILLWAY DO NOT
USE SPOIL MAT'L
SOUTH AREA
ACCESS LANE
NEARBY STAGING AREA
NOT SHOWN FOR CLARITY
DO NOT DISTURB EX. STREAM
WETLAND OUTLET
GRADE TO DRAIN
NORTHWARD
1% MAX.
CU
T &
F
IL
L P
LA
N
LA
NE
AM
L R
EC
LA
MA
TIO
N P
RO
JE
CT
DIV
IS
IO
N O
F S
OIL C
ON
SE
RV
AT
IO
N
IO
WA
D
EP
AR
TM
EN
T O
F A
GR
IC
ULT
UR
E
AN
D LA
ND
S
TE
WA
RD
SH
IP
HE
NR
Y A
. W
ALLA
CE
B
UILD
IN
G
502
E
. 9
th S
TR
EE
T, D
ES
M
OIN
ES
, IO
WA
50
319
(5
15)2
81-42
46
DE
SIG
N B
Y:
DR
AW
N B
Y:
CH
KD
. B
Y:
IS
SU
E D
AT
E:
RE
VIS
IO
N:
1 2 3 4
WJG
WJG
MLB
SHEET
10
OF
16
DA
TE
:
DE
SC
RIP
TIO
N:
H:\groups\m
m\01 A
ML P
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JE
CT
S\Lane\4 E
ngineering\C
AD
\LA
NE
_A
ML.D
WG
06-27-2012
DR
AIN
AG
E &
T
ER
RA
CE
P
LA
N
(S
IT
E N
AM
E)
AM
L R
EC
LA
MA
TIO
N P
RO
JE
CT
DIV
IS
IO
N O
F S
OIL C
ON
SE
RV
AT
IO
N
IO
WA
D
EP
AR
TM
EN
T O
F A
GR
IC
ULT
UR
E
AN
D LA
ND
S
TE
WA
RD
SH
IP
HE
NR
Y A
. W
AL
LA
CE
B
UILD
IN
G
50
2 E
. 9th S
TR
EE
T, D
ES
M
OIN
ES
, IO
WA
5
0319
(515
)281-4
246
DE
SIG
N B
Y:
DR
AW
N B
Y:
CH
KD
. B
Y:
IS
SU
E D
AT
E:
RE
VIS
IO
N:
1 2 3 4
WJG
WJG
MLB
SHEET
11
OF
16
DA
TE
:
DE
SC
RIP
TIO
N:
H:\groups\m
m\01 A
ML P
RO
JE
CT
S\Lane\4 E
ngineering\C
AD
\LA
NE
_A
ML.D
WG
06-27-2012
1
0
+
0
0
.
0
0
1
1
+
0
0
.
0
0
1
2
+
0
0
.
0
0
1
3
+
0
0
.
0
0
17+
00.00
17+
75.00
0
+
0
0
.0
0
1
+
0
0
.0
0
2
+
0
0
.0
0
3
+
0
0
4
+
0
0
5
+
0
0
7
+
0
0
8
+
0
0
.
0
0
9
+
0
0
.
0
0
9
+
7
5
.
0
0
20+
00.00
21+
00.00
22+
00.00
23+
00.00
23+
25.00
STA.5+01.98
54.4' RT., ELEV=809.50
TERRACE CHANNEL HIGH PT.
STA.2+07.07
100.6' RT.
TERRACE RIDGE BEGIN
6.9' LT. FG=816.0
STA.11+23.49
R2: 12" BASIN INLET
120.6' RT.
STA.7+76.40
TERRACE RIDGE END
54.8' RT., FG=808.0
STA.6+43.51
R1B: 8"TERRACE INLET
29.8' RT.
STA.13+91.06
CL AUX SPILLWAY BEGIN
STA.17+74.87
30.0' RT.
CL AUX SPILLWAY END
30.0' RT.
STA.15+23.65
PC CL AUX SPILLWAY
STA.15+91.49
30.0' RT.
PT CL AUX.SPILLWAY
INV=804.0
INV=811.0
TERRACE
CHANNEL
TABLE: TERRACE INTAKES, PIPES & OUTLETS
TABLE: FILL TERRACE INFORMATION
TY
PIC
AL
D
ET
AIL
S &
T
AB
LE
S
LA
NE
AM
L R
EC
LA
MA
TIO
N P
RO
JE
CT
DIV
IS
IO
N O
F S
OIL C
ON
SE
RV
AT
IO
N
IO
WA
D
EP
AR
TM
EN
T O
F A
GR
IC
ULT
UR
E
AN
D LA
ND
S
TE
WA
RD
SH
IP
HE
NR
Y A
. W
ALLA
CE
B
UILD
IN
G
5
02 E
. 9th S
TR
EE
T, D
ES
M
OIN
ES
, IO
WA
5031
9
(51
5)281
-4246
DE
SIG
N B
Y:
DR
AW
N B
Y:
CH
KD
. B
Y:
IS
SU
E D
AT
E:
RE
VIS
IO
N:
1 2 3 4
WJG
WJG
MLB
SHEET
12
OF
16
DA
TE
:
DE
SC
RIP
TIO
N:
H:\groups\m
m\01 A
ML P
RO
JE
CT
S\Lane\4 E
ngineering\C
AD
\LA
NE
_A
ML.D
WG
06-27-2012
TY
PIC
AL
D
ET
AIL
S
PR
OJ
EC
T S
IG
NA
GE
LA
NE
AM
L R
EC
LA
MA
TIO
N P
RO
JE
CT
DIV
IS
IO
N O
F S
OIL C
ON
SE
RV
AT
IO
N
IO
WA
D
EP
AR
TM
EN
T O
F A
GR
IC
ULT
UR
E
AN
D LA
ND
S
TE
WA
RD
SH
IP
HE
NR
Y A
. W
ALLA
CE
B
UILD
IN
G
50
2 E
. 9th S
TR
EE
T, D
ES
M
OIN
ES
, IO
WA
5
0319
(515
)281-4246
DE
SIG
N B
Y:
DR
AW
N B
Y:
CH
KD
. B
Y:
IS
SU
E D
AT
E:
RE
VIS
IO
N:
1 2 3 4
WJG
WJG
MLB
SHEET
13
OF
16
DA
TE
:
DE
SC
RIP
TIO
N:
LANE
AML RECLAMATION SITE
SPONSORED BY
FUNDED BY
GENERAL CONTRACTOR:
NAME
CITY, STATE
ENGINEERING BY:
DIVISION OF SOIL CONSERVATION
DES MOINES, IA 50319
(515) 281-4246
PARTNERSHIP SIGN
(BY OTHERS)
MIDDLE
PANEL
TOP
PANEL
BOTTOM PANEL
H:\groups\m
m\01 A
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JE
CT
S\Lane\4 E
ngineering\C
AD
\LA
NE
_A
ML.D
WG
06-27-2012
7/9/20
12
RE
MO
VE
D W
CA
P &
R
EP
LA
CE
D W
IT
H O
SM
G
RA
NT
N
O.
CR
OS
S S
EC
TIO
NS
LA
NE
AM
L R
EC
LA
MA
TIO
N P
RO
JE
CT
DIV
IS
IO
N O
F S
OIL C
ON
SE
RV
AT
IO
N
IO
WA
D
EP
AR
TM
EN
T O
F A
GR
IC
ULT
UR
E
AN
D LA
ND
S
TE
WA
RD
SH
IP
HE
NR
Y A
. W
AL
LA
CE
B
UILD
IN
G
50
2 E
. 9th
S
TR
EE
T, D
ES
M
OIN
ES
, IO
WA
5
0319
(515
)281-4
246
DE
SIG
N B
Y:
DR
AW
N B
Y:
CH
KD
. B
Y:
IS
SU
E D
AT
E:
RE
VIS
IO
N:
1 2 3 4
WJG
WJG
MLB
SHEET
14
OF
16
DA
TE
:
DE
SC
RIP
TIO
N:
CROSS SECTIONS FOR SOUTH RECLAMATION AREA ALONG MAIN TERRACE (STA. 0+00 TO 9+00)
H:\groups\m
m\01 A
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JE
CT
S\Lane\4 E
ngineering\C
AD
\LA
NE
_A
ML.D
WG
06-27-2012
CR
OS
S S
EC
TIO
NS
LA
NE
AM
L R
EC
LA
MA
TIO
N P
RO
JE
CT
DIV
IS
IO
N O
F S
OIL C
ON
SE
RV
AT
IO
N
IO
WA
D
EP
AR
TM
EN
T O
F A
GR
IC
ULT
UR
E
AN
D LA
ND
S
TE
WA
RD
SH
IP
HE
NR
Y A
. W
AL
LA
CE
B
UILD
IN
G
50
2 E
. 9th
S
TR
EE
T, D
ES
M
OIN
ES
, IO
WA
5
0319
(515
)281-4
246
DE
SIG
N B
Y:
DR
AW
N B
Y:
CH
KD
. B
Y:
IS
SU
E D
AT
E:
RE
VIS
IO
N:
1 2 3 4
WJG
WJG
MLB
SHEET
15
OF
16
DA
TE
:
DE
SC
RIP
TIO
N:
CROSS SECTIONS FOR SOUTH RECLAMATION AREA THROUGH SOUTH BASIN (STA. 10+00 TO 17+75)
H:\groups\m
m\01 A
ML P
RO
JE
CT
S\Lane\4 E
ngineering\C
AD
\LA
NE
_A
ML.D
WG
06-27-2012
7/9/20
12
AD
DE
D N
OT
E: 4:1 M
AX
. S
ID
E S
LO
PE
S T
O A
UX
. S
PILLW
AY
CR
OS
S S
EC
TIO
NS
LA
NE
AM
L R
EC
LA
MA
TIO
N P
RO
JE
CT
DIV
IS
IO
N O
F S
OIL C
ON
SE
RV
AT
IO
N
IO
WA
D
EP
AR
TM
EN
T O
F A
GR
IC
ULT
UR
E
AN
D LA
ND
S
TE
WA
RD
SH
IP
HE
NR
Y A
. W
ALL
AC
E B
UIL
DIN
G
502
E
. 9
th
S
TR
EE
T, D
ES
M
OIN
ES
, IO
WA
50
319
(515)2
81-42
46
DE
SIG
N B
Y:
DR
AW
N B
Y:
CH
KD
. B
Y:
IS
SU
E D
AT
E:
RE
VIS
IO
N:
1
2 3 4
WJG
WJG
MLB
06-27-2012
SHEET
16
OF
16
DA
TE
:
DE
SC
RIP
TIO
N:
CROSS SECTIONS FOR NORTH RECLAMATION AREA (STA. 20+00 TO 23+25)
H:\groups\m
m\01 A
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RO
JE
CT
S\Lane\4 E
ngineering\C
AD
\LA
NE
_A
ML.D
WG
