2018-12-26_REVISION - M2008078 ‎(28)‎

• Permit No: M2008078
• IBM Index Class Name: Revision
• Doc Date: 12/26/2018
• Doc Name Note: Preliminary - Part 4 of 4
• Doc Name: Adequacy Review Response
• From: J&T Consulting
• To: DRMS
• Type & Sequence: AM1
• Email Name: AME
• Media Type: D
• Archive: No

4.0 RECLAMATION............................................................................................................33
4.1 Recreational Criteria .........................................................................................................33
4.2 Revegetation Criteria ........................................................................................................33
5.0 WATER STORAGE RESERVOIRS ..............................................................................35
TABLES
Table 2.1 Riverbank Berm Top Width...............................................................................................27
Table 2.2 Lateral Berm Top Width....................................................................................................28
FIGURES
Figure 2.1 Typical Minimum Maintenance Alignment..........................................................................9
Figure 2.2 Typical Riprap Slope Protection........................................................................................ 13
Figure 2.3 Typical Soil Riprap Slope Protection................................................................................. 13
Figure 2.4 Jetty Slope Protection....................................................................................................... 14
Figure 2.5 Typical Riprap Slope Protection (Pitside Slope)............................................................... 19
Figure 2.6 Typical Soil Cement Slope Protection (Pitside Slope)...................................................... 19
Figure 2.7 Typical Grouted Boulder Slope Protection (Pitside Slope)...............................................20
Figure 2.8 Riprap Spillway Stabilization.............................................................................................20
Figure 2.9 Concrete Spillway Stabilization.........................................................................................21
Figure 2.10 Soil Cement Spillway Stabilization....................................................................................21
Figure 3.1 Typical Instream Headcutting Control Structure...............................................................32
January 2013 Urban Drainage and Flood Control District Page ii