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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 />II GENERAL BASIN DESCRIPTION <br /> <br />5 <br /> <br />The Lakewood Gulch channel is well defined in all locations, but <br /> <br /> <br />it is constricted at most street crossings. A number of the <br /> <br /> <br />constrictions are severe enough to cause extensive ponding <br /> <br /> <br />upstream and overtopping of the streets in excess of the allow- <br /> <br /> <br />able depths recommended by the Urban Storm Drainage Criteria <br /> <br /> <br />Manual (Reference 1). In some cases, the overtopping flow <br /> <br /> <br />splits from the main course, causing additional flooding of <br /> <br /> <br />land somewhat distant from the main channel. A detailed dis- <br /> <br /> <br />cussion of the flooding and the proposed improvements is given <br /> <br /> <br />opposite each master plan drawing. <br /> <br />Lakewood Gulch is a well defined drainageway, collecting and <br /> <br /> <br />conveying runoff from the foothills in Jefferson County and <br /> <br /> <br />from a highly urbanized watershed in the City of Lakewood and <br /> <br /> <br />the City and County of Denver. A small portion of the studied <br /> <br /> <br />length of Lakewood Gulch is located in unincorporated Jefferson <br /> <br /> <br />County. Its general location is illustrated on Sheets 1 and 2 <br /> <br /> <br />of the Masterplan in Chapter VII. The predominant length of <br /> <br /> <br />the Gulch lies in the City of Lakewood; the remainder is in the <br /> <br /> <br />City and County of Denver. The overall drainage basin contains <br /> <br /> <br />approximately 16.0 square miles. Lakewood Gulch and its major <br /> <br /> <br />tributaries flow in an easterly direction from the foothills <br /> <br /> <br />to the confluence with the South Platte River, a basin length of <br /> <br /> <br />approximately 10 miles. The greatest width of the basin is <br /> <br /> <br />about 2.5 miles. The portion of Lakewood Gulch which is the <br /> <br /> <br />subject of this report is located between Nest 6th Avenue and <br /> <br /> <br />the South Platte River. The studied channel has a length of <br /> <br /> <br />approximately 8.41 miles, of which 0.62 miles are in Jefferson <br /> <br /> <br />County, 5.45 miles are in Lakewood, and 2.34 miles are in Denver. <br /> <br />The soils of the watershed are comprised primarily of the Piney <br /> <br /> <br />Creek Alluvium in the channel bed and of Lower Verdos Terrace <br /> <br /> <br />or pediment deposits in the remainder of the basin. Consider- <br /> <br /> <br />able amounts of artificial fill can be found along the channel <br /> <br /> <br />in the urbanized portions of Lakewood and Denver. The piney <br /> <br /> <br />Creek Alluvium is generally described as having a low permea- <br /> <br /> <br />bility. The water table is generally 5 to 10 feet below the <br /> <br /> <br />surface, but may be deeper during fall and winter. Compacting <br /> <br /> <br />usually is easy with sheepsfoot or rubber-tired rollers. <br /> <br /> <br />Excavation is east with power equipment. Foundation stability <br /> <br /> <br />conditions are fair to poor, and clayey parts of this unit may <br /> <br /> <br />swell moderately when wetted. Cut slopes may stand vertically <br /> <br /> <br />for extended periods if dry, but eventually will slump to stable <br /> <br /> <br />slopes between about 3:1 and 6:1. The deposits are subject to <br /> <br /> <br />moderate erosion, particularly along stream banks, and to gully <br /> <br /> <br />erosion on terrace surfaces. <br /> <br />The three major tributaries of Lakewood Gulch -- Dry Gulch, <br /> <br /> <br />McIntyre Gulch and South Lakewood Gulch -- are not analyzed <br /> <br /> <br />within this report, but studies for each have been prepared by <br /> <br /> <br />the UDFCD under separate contracts. <br />