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TABLE 2.1 <br />AIVERBP,I~IIt BERM TOP WIIYPri <br />Area Minimum <br />Stabilized Alignment Type of Stabilization Top Width (ft) <br />None 2.1.1 -Existing None 400 <br /> Unstable <br />Riverbank only 2.1.1 - Existing un- 2.3 - Riverbank protection 200 <br /> stable <br /> 2.3.1 - Riprap <br /> 2.3.2 - Riprap with vegetation <br /> 2.3.3 - Jetties <br /> 2.1.2 - Master Plan 2.3 - Riverbank protection 200 <br /> 2.3.1 - Riprap <br /> 2.3.2 - Riprap with vegetation <br /> 2.3.3 - Jetties <br /> 2.1.3 - Minirmffi Main- 2.3 - Riverbank protection 200 <br /> tenance <br /> 2.3.1 - Riprap <br /> 2.3.2 - Riprap with vegetation <br /> 2.3.3 - Jetties <br />Pitside bank 2.1.1. - Existing 2.4 - Pitside bank protection 300 <br />only unstable <br /> 2.4.1 - Riprap <br /> 2.4.2 - Riprap with vegetation <br /> 2.4.3 - Soil cement <br /> 2.4.4 - Reinforced core <br /> 2.4.5 - Side channel spillway <br />Riverbank and 2.1.1 - Existing un- 2.3 - Riverbank protection 150 <br />Pitside Bank stable and <br /> 2.4 - Pitside bank protection <br /> 2.1.2 - Master plan 2.3 - Riverbank protection 100 <br /> and <br /> 2.4 - Pitside bank protection <br /> 2.1.3 - Minimum main- 2.3 - Riverbank protection 100 <br /> tenance and <br /> 2.4 - Pitside bank protection <br />2-33 <br />