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(CRAM) For Wetlands User's Manual Version 5.0.2

(CRAM) For Wetlands User's Manual Version 5.0.2

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California Rapid Assessment Method for <strong>Wetlands</strong> v. <strong>5.0.2</strong> – Chapter 4<br />

occasional breaching of the tidal barrier. Assessing hydroperiod for seasonal<br />

estuaries requires knowing its recent history of inlet closure and opening.<br />

Hydroperiod alteration can be inferred from atypical wetting and drying<br />

patterns along the shoreline (e.g., a preponderance of shrink-swell cracks or<br />

dried pannes). Inadequate tidal flushing, or, in arid systems, excessive<br />

freshwater input during the dry season may be indicated by algal blooms or by<br />

encroachment of freshwater vegetation. Dikes, levees, ponds, ditches, and<br />

tide-control structures are indicators of an altered hydroperiod resulting from<br />

management for flood control, salt production, waterfowl hunting, mosquito<br />

control, boating, etc. Table 4.13 provides narratives for rating Hydroperiod for<br />

seasonal estuarine wetlands.<br />

Table 4.12: Rating of Hydroperiod for Perennial Estuarine wetlands.<br />

Rating Alternative States<br />

AA is subject to the full tidal prism, with two daily tidal minima and<br />

A<br />

maxima.<br />

AA is subject to reduced, or muted, tidal prism, although two daily<br />

B<br />

minima and maxima are observed.<br />

C<br />

D<br />

AA is subject to muted tidal prism, with tidal fluctuations evident<br />

only in relation to extreme daily highs or spring tides.<br />

AA is subject to muted tidal prism, plus there is inadequate drainage,<br />

such that the marsh plain tends to remain flooded during low tide.<br />

Table 4.13: Rating of Hydroperiod for Seasonal Estuarine wetlands.<br />

Rating Alternative States<br />

A<br />

B<br />

C<br />

AA is subject to natural inter-annual tidal fluctuations (range may be<br />

severely muted or vary seasonally), and episodically has tidal inputs by<br />

natural breaching due to either fluvial flooding or storm surge.<br />

AA is subject to tidal inputs more often than would be expected under<br />

natural circumstances, because of artificial breaching of the tidal inlet.<br />

AA is subject to tidal inputs less often than would be expected under<br />

natural circumstances due to management of the inlet to prevent its<br />

opening.<br />

D AA is rarely subject to natural tidal inputs.<br />

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