PERMFILE134970

• Permit No: C1982056
• IBM Index Class Name: Permit File
• Doc Date: 8/24/1979
• Doc Name: Class 1 Road Profiles Haulroads A, B, C, D, E & E-1
• Section_Exhibit Name: Exhibit 25o Map 37 ‎(Far Left Side)‎
• Media Type: M
• Archive: No

6750
0 200 400 600 600 /000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4406
7/50
7/00
EXISTING
PROFILE /'C"
7050 NOTE :
HAUL ROAD "Cry HAS NO SAFETY BERMS
FROM STA 0 +00 - STA 30 +00 THEREFORE
NO ROAD SURFACE DRAINAGE CULVERTS
ARE REQUIRED O%
7000
6950
+ 2.04
6900
36 CMP Q 36.r CMP
TIPPLE
6850
0 200 400 600
END of HAULROAD "C"
m
H
m
7/50
7/00
7000
.'II
0
WJ*7oi
7200
7/50
7/00
7050
7000 -}
0
7300
200 400 600
U
O
O V)
+
N IZ
2
U
Q N
H
!n —
at HAULROAD "C"
k
+2.30%
U
m O
M (n
t K
n
ma
F U
N
N
U
L0 O
M to
+
O
v a
f
a �
� (V
+ 4.67% 0 24 CMP
800 /000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400
wa:
7050
0
EXISTING
z�
NOTE
-3B%
PROF /LE /H
HAUL OAD "A" HAS
THEREFORE NO ROADNOSUR ACEY DRAINAGE
7000
Om
CULVERTS ARE REQUIRED
W
Y(o
m
_ /.6 %
O
O
+
U
6950
- L6
M
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-0.6%
0 18 CMP
6900
N
W
o
(n
6850
~
w
>
0 200 400 600 800 /000
1200 1400 1600 1800 2000 2200 2400 2600 2800 3000
3200 3400
3600 3800 4000 4200 4400
EXISTING
_PROFILE 8-
NOTE
6950
HAUL ROAD ,B" HAS NO SAFETY BERMS
>
J
THEREFORE NO ROAD SURFACE DRAINAGE
CULVERTS ARE REQUIRED
SHOP
6900
+09
Z
J
Z
+2.25%
� W
Z J
+3.8%
//
PROF /LE D
-09%
=N
0 24'' CMP
+2. 2%
O 2 °
a
>
6850
m
EX /STING HAULROAD
000 (3) 36''CMP
000(3)36 "CMP
6750
0 200 400 600 600 /000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4406
7/50
7/00
EXISTING
PROFILE /'C"
7050 NOTE :
HAUL ROAD "Cry HAS NO SAFETY BERMS
FROM STA 0 +00 - STA 30 +00 THEREFORE
NO ROAD SURFACE DRAINAGE CULVERTS
ARE REQUIRED O%
7000
6950
+ 2.04
6900
36 CMP Q 36.r CMP
TIPPLE
6850
0 200 400 600
END of HAULROAD "C"
m
H
m
7/50
7/00
7000
.'II
0
WJ*7oi
7200
7/50
7/00
7050
7000 -}
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7300
200 400 600
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O V)
+
N IZ
2
U
Q N
H
!n —
at HAULROAD "C"
k
+2.30%
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m O
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t K
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ma
F U
N
N
U
L0 O
M to
+
O
v a
f
a �
� (V
+ 4.67% 0 24 CMP
800 /000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400
18�CMP
18 cm
�OJ
200 400 600 800 /000 1200 1400 1600 /600 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4200
O U
+ N
w
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o Q_
U
Q =
H N
cn —
�CONTINUATION OF ABOVE PROFILE
PROF /L E /E // o U
+
o
I
= a
V
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F- N
rn —
+/.0%
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Q =
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fn
/ PROPOSED HAULROAD
7250
\42 " CMP
\,pj
X200
9400 9600 9800 /0000 10200 10400 10600 10800 //000 11200 //400 11600 11800
a)
+
Q
H
N
0
2
W
/, John ,
X /STING SURFACE do hereby c
4s /rue and
12000 12200 12400
P
tiN A
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+ 2.44 %
-2.32 %
+1.57 %
_
DAM
FOR SEDIMENTATION
POND A
FOR DETAILS SEE
EXHIBIT 14
PONDS -GEOTECHNfCAL INVESTIGATIONS
EXHIBIT 13
PONDS - HYDROLOGIC INVESTIGATIONS
800 /000
1200
1400
1600
1800
2000
2200
2400 2600 2800
3000
3200 3400 3600
3800 4000
4200
4400
In
o
o
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N
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—
PROPOSED
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PROF / LE /E //
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m
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U
/
++
a
/
24 CMP /
/
a=
/
N_
i
i
i
/
18�CMP
18 cm
�OJ
200 400 600 800 /000 1200 1400 1600 /600 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4200
O U
+ N
w
O 1
o Q_
U
Q =
H N
cn —
�CONTINUATION OF ABOVE PROFILE
PROF /L E /E // o U
+
o
I
= a
V
Q -
F- N
rn —
+/.0%
U
O
O ¢
_ I
+ a
o f
N U
Q =
H N
fn
/ PROPOSED HAULROAD
7250
\42 " CMP
\,pj
X200
9400 9600 9800 /0000 10200 10400 10600 10800 //000 11200 //400 11600 11800
a)
+
Q
H
N
0
2
W
/, John ,
X /STING SURFACE do hereby c
4s /rue and
12000 12200 12400
P
tiN A