My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2008-09-03_PERMIT FILE - M2008006 (3)
DRMS
>
Day Forward
>
Permit File
>
Minerals
>
M2008006
>
2008-09-03_PERMIT FILE - M2008006 (3)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 3:36:03 PM
Creation date
9/3/2008 2:59:48 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2008006
IBM Index Class Name
Permit File
Doc Date
9/3/2008
Doc Name
Drainage Map
From
Applegate Group
To
DRMS
Email Name
PSH
Media Type
M
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
Page 1 of 1
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
IS <br />0 <br />V <br />r� <br />1 <br />1 <br />25' SETBACK <br />FROM � 1 O <br />RIGHT - —WAY \ I <br />� � U � 1 0 I <br />I <br />CL <br />O E"' <br />U <br />BASIN LABEL <br />BASIN ID <br />5 -YR RUNOFF COEFFICIENT <br />100 -YR RUNOFF COEFFICIENT <br />BASIN AREA IN ACRES <br />O <br />u <br />� <br />0 <br />U <br />a <br />Job No: <br />O <br />bt) <br />� <br />DL� <br />- - KD <br />Checked <br />Scale: <br />N <br />() <br />—j <br />w <br />dD <br />m <br />c <br />!= <br />U <br />a <br />a <br />cc v m C <br />n <br />> E0 <br />u <br />_ <br />z <br />W <br />BASIN LABEL <br />BASIN ID <br />5 -YR RUNOFF COEFFICIENT <br />100 -YR RUNOFF COEFFICIENT <br />BASIN AREA IN ACRES <br />I <br />LLJ <br />j 25' SETBACK (TYP.) �'�, z.I) J "1 <br />CL OF TYPICAL CHANNEL FROM PROPERTY <br />SEE SECTION A —A FOR DETAIL <br />- j /. I 3 Q <br />I j <br />"/ I I LINE OR MAN =MADE <br />STRUCTURES _ � <br />LIMIT OF' <br />MINING, A SECTION A ( TYPICAL GRASS LINED DRAINAGE DITCH <br />S MIN = 0.2% <br />` - - 0 FULL = 147.6 CFS <br />20 ,.,I ;� + I 0 DESIGN = 94.32 CFS <br />38.0 - 6 i i D DESIGN = 0.83' <br />0 I ) ' <br />I 1 <br />f, �- N <br />� NOTES: <br />A A 1 THE GRASS LINED DRAINAGE DITCH SHOULD BE PLANTED WITH AN INDIGENO <br />PERMANENT SEEDING MIX DETAILED IN THE DRAINAGE REPORT UPON COMPLETION <br />I I <br />PROCESSING ', I <br />A <br />co <br />REA <br />o <br />T6N <br />t \, ANNEXATION I I I I li 1 z I <br />0 <br />u <br />O <br />O <br />0 <br />z <br />Job No: <br />< <br />bt) <br />KID <br />DL� <br />- - KD <br />Checked <br />Scale: <br />N <br />() <br />—j <br />w <br />dD <br />m <br />c <br />!= <br />U <br />a <br />a <br />O <br />n <br />f= <br />U) <br />W <br />z <br />W <br />V-- <br />f� <br />a- <br />O <br />0 <br />16m <br />E <br />� <br />0 <br />N <br />3 <br />a <br />c� <br />0 <br />L <br />z <br />O <br />� N <br />O <br />u <br />� � <br />O <br />o o <br />P <br />r „ U <br />�UNC.� <br />o <br />o <br />o. <br />o <br />ca <br />I <br />LLJ <br />j 25' SETBACK (TYP.) �'�, z.I) J "1 <br />CL OF TYPICAL CHANNEL FROM PROPERTY <br />SEE SECTION A —A FOR DETAIL <br />- j /. I 3 Q <br />I j <br />"/ I I LINE OR MAN =MADE <br />STRUCTURES _ � <br />LIMIT OF' <br />MINING, A SECTION A ( TYPICAL GRASS LINED DRAINAGE DITCH <br />S MIN = 0.2% <br />` - - 0 FULL = 147.6 CFS <br />20 ,.,I ;� + I 0 DESIGN = 94.32 CFS <br />38.0 - 6 i i D DESIGN = 0.83' <br />0 I ) ' <br />I 1 <br />f, �- N <br />� NOTES: <br />A A 1 THE GRASS LINED DRAINAGE DITCH SHOULD BE PLANTED WITH AN INDIGENO <br />PERMANENT SEEDING MIX DETAILED IN THE DRAINAGE REPORT UPON COMPLETION <br />I I <br />PROCESSING ', I <br />A <br />co <br />REA <br />o <br />T6N <br />t \, ANNEXATION I I I I li 1 z I <br />z <br />0 <br />U <br />Un <br />W <br />Z <br />0 <br />U) <br />Y W <br />Z or <br />- <br />U <br />m <br />0 <br />u <br />0 <br />z <br />Job No: <br />< <br />— <br />KID <br />DL� <br />- - KD <br />Checked <br />Scale: <br />O <br />() <br />—j <br />w <br />O <br />U <br />!= <br />U <br />O <br />f= <br />U) <br />W <br />z <br />W <br />V-- <br />f� <br />a- <br />O <br />z <br />W <br />z <br />O <br />_ <br />u <br />Q <br />z <br />0 <br />U <br />Un <br />W <br />Z <br />0 <br />U) <br />Y W <br />Z or <br />- <br />U <br />m <br />LEGEND: <br />-- — — PROPERTY BOUNDARY <br />BASIN BOUNDARY <br />FLOW ARROW <br />CHANNEL <br />I <br />IOI <br />Date: <br />01/02 <br />Job No: <br />07 -122 <br />Drawn: <br />KID <br />Design: <br />- - KD <br />Checked <br />Scale: <br />1 ' _ "100 <br />LEGEND: <br />-- — — PROPERTY BOUNDARY <br />BASIN BOUNDARY <br />FLOW ARROW <br />CHANNEL <br />
The URL can be used to link to this page
Your browser does not support the video tag.