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Boggs Mountain Demonstration State Forest Draft ... - Cal Fire

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<strong>Boggs</strong> <strong>Mountain</strong> <strong>Demonstration</strong> <strong>State</strong> <strong>Forest</strong> <strong>Draft</strong> Management Plan, June 2008<br />

Upper Spikenard Creek:<br />

The crossing at Upper Spikenard Creek has a 36” (3’) culvert, and measures 4’ from the base of<br />

the culvert to the headwall, and 5’ to the road grade. The headwater depth is 1.7 culvertdiameters.<br />

A=96 acres L= 1100 feet (.2 miles) H= 500 feet<br />

Tc= [11.9(.2) 3 /500] .385 = .037 hours (2.2 minutes)<br />

Q= .4(1.86)96<br />

= 71.4 cfs<br />

The suggested culvert size for Upper Spikenard Creek was determined to be 38”.<br />

Malo Creek:<br />

The crossing at Malo Creek has a 36” (3’) culvert, and measures 14’ from the base of the culvert<br />

to the headwall as well as to the road grade. The headwater depth is 4.7 culvert-diameters.<br />

A= 96 acres L=2484 feet (.47 miles) H= 460 feet<br />

Tc= [11.9(.47) 3 /460] .385 = .102 hours (6.1 minutes)<br />

Q= .4(1.86)96<br />

= 71.4 cfs<br />

The suggested culvert size for Malo Creek was determined to be 29”. Since the present culvert<br />

size is 36”, and there is a very high headwall, the crossing at Malo Creek is probably adequate to<br />

withstand the 100-year flood flow.<br />

Houghton Creek:<br />

The crossing at Houghton Creek has a 24” culvert (2’).<br />

A= 134 acres L= 1000 feet (.2 miles) H= 80 feet<br />

Tc= [11.9(.2) 3 /80] .385 = .07 hours (4.5 minutes)<br />

Q= .4(1.86)134<br />

= 99.7 cfs<br />

84

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