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

Technical Review Guidelines for Gravel Mining &Water Storage Activities
Table 2.1
Riverbank Berm-Top Width
Minimum Top
Area Stabilized Alignment Type of Stabilization Width (ft)
None 2.1.1—Existing unstable None 400
Riverbank Only 2.1.1—Existing unstable 2.3—Riverbank Protection 250
2.3.1—Riprap
2.3.2—Soil Riprap
2.3.3—Jetties (Groins)
2.1.2—Master Plan 2.3—Riverbank Protection 200
2.3.1—Riprap
2.3.2—Soil Riprap
2.3.3—Jetties(Groins)
2.1.3—Minimum maintenance 2.3—Riverbank Protection 200
2.3.1—Riprap
2.3.2—Soil Riprap
2.3.3—Jetties (Groins)
Pitside Bank Only 2.1.1—Existing unstable 2.4—Pitside Bank Protection 300
2.4.1—Riprap
2.4.2—Soil Riprap
2.4.3—Soil Cement
2.4.4—Grouted Boulders
2.4.5—Side Channel Spillway
Riverbank and 2.1.1—Existing unstable 2.3—Riverbank Protection and 150
Pitside Bank 2.4—Pitside Bank Protection
2.1.2—Master Plan 2.3—Riverbank Protection and 100
2.4—Pitside Bank Protection
2.1.3—Minimum maintenance 2.3—Riverbank Protection and 100
2.4—Pitside Bank Protection
January 2013 Urban Drainage and Flood Control District Page 27