PERMFILE115075

• Permit No: M2000113
• IBM Index Class Name: Permit File
• Doc Date: 2/25/2001
• Doc Name: MAMM CREEK GRAVEL PIT DETAILS
• Section_Exhibit Name: PROJECT 2011041.74
• Media Type: M
• Archive: No

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S
PROPOSED GRAVEL
RIP RAP PER UDCM DETERM
BY ATTACHED TABLE PER
NOT STEEPER THAN 211
RECOMMENDED 2.511
/ 3.0'
\-12' THICK LAYER OF
TYPE 11 BEDDING PER UDCM
PIT No. RIP RAP
BSB
93 1
4'
N,T,S.
—100' BUFFER
HIGH WATER LINE
EXISTING. CHANNEL BED —//
RIP RAP TYPE II VARIES
IN SIZE ACCORDING TO TABLE
12' THICK LAYER OF
TYPE II BEDDING PER UDCM
0
ago
J O\
2 2 V F LJ
W 0 Y ¢ J
O Li
2 2 Y2
W1 —I
OUTLET LOCATION
WIDTH
HEIGHT
RIP RAP
050
CREST ELEV.
EXISTING 7.0.8.
BERM ELEV.
VI
V2
YI
Y2
PIT 1
16.5'
53.0'
125'
1 2.4'
5337A
5338.9
5390.8
PIT 2
50'
28.2'
1 .5'
1 4.6'
5324.8
1 5329.09 1
5330.4
PIT 3
1 6.7'
1 37.25'
1 .5'
1 7.1'
5329
1 5332 1
5332.1
PIT 4
1 69.2'
1 70.7'
1 .5'
1 2.8'
1 V,
1 5319.2
1 5323 1
5323
NORMAL SURFACE ELEVATION-7 —
CREST ELEVATION-
VARIES SEE PLANS
— —
—!„ 3
RIP RAP 12' TYPE II—/
OR *#' OF CONCRETE
12' THICK LAYER OF
TYPE II BEDDING PER UDCM
N,T.S.
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RECEIVED
FEB 2 5 2002
Division of Minerals and Geology
000000 VIII VIII VIII VIII VIII II I I I II I