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<br />I. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />(*) Fire Flow Requirements (1975) <br /> <br />(*) Fire Flow Requirements (1980) <br /> <br />(*) Fire Flow Requirements (1985) <br /> <br />(*) Fire Flow Requirements (1995) <br /> <br />(*) Fire Flow Requirements (2005) <br /> <br />= <br /> <br />1000 gpm for 2 hours <br /> <br /> <br />1250 gpm for 2 hours <br /> <br /> <br />1500 gpm for 2 hours <br /> <br /> <br />1750 gpm for 2 hours <br /> <br /> <br />2000 gpm for 2 hours <br /> <br />= <br /> <br />'(*) Fire flow requirements for towns in Colorado are currently esta- <br /> <br />blished in accordance with "Grading Schedule for Municipal Fire Protection" <br /> <br />and "Guide for Determination of Required Fire Flow" as published by <br /> <br />Insurance Services Office. ~~ny elements enter into determining the fire <br /> <br />flow required for a given fire area such as: (a) type of building construc- <br /> <br />tion; (b) floor area and number of stories of buildings in the fire area; <br /> <br />(c) type of occupancy of building; and (d) exposure distance to adjacent <br /> <br />bl1;ldings. The fire flow requirements listed above are considered adequate <br /> <br />ror average conditions existing in Bennett at this time. Large buildings <br /> <br />end/or special occupancy buildings should consider fire-resistant construc- <br /> <br />tion materials, automatic sprinkler systems,and on-site storage tanks to <br /> <br />reduce their fire flow requirements and fire insurance rates. <br /> <br />Using the above criteria for projecting water requirements for consump~ <br /> <br />tion and fire demand, in combination with the population projections <br /> <br />established in Chapter III, the total water production requirements are <br /> <br />extended through the year 2010 and tabulated in Table 4. <br /> <br />-11- <br />