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Last modified
11/23/2009 12:41:35 PM
Creation date
5/2/2007 4:38:35 PM
Metadata
Fields
Template:
Floodplain Documents
County
Boulder
Community
Lyons
Stream Name
North Saint Vrain and Saint Vrain Creeks
Title
Floodplain Information Report, North Saint Vrain Creek, Saint Vrain Creek, Floodplain Update, Town of Lyons, Boulder County, Colorado
Date
6/1/1998
Prepared For
Lyons
Prepared By
BRW, Inc
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br /> <br />I <br /> <br />Floodplain Information Report <br />K:\35600\004\FLOODPLAIN INFORMATION REPORT.doc <br /> <br />30 <br /> <br />June <br /> <br />998 <br /> <br />Floodplain Information Report <br />K:\35600\004\FLOODPLAIN INFORMATION REPORTdoc <br /> <br />3 <br /> <br />June <br /> <br />998 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />USC&GS J 320 <br /> <br />BM SVC 20 <br /> <br />BM SVC <br /> <br />19 <br /> <br />5025.90 <br /> <br />5035.36 <br /> <br />5066.19 <br /> <br />BCM Northeast <br /> <br />BCM near Irrigation Box, North Side Co. Rd. 35, approximately 0.43 mi. West <br />of Airport Road <br /> <br />BCM South Side Co. Rd. 35, approximately 0.4 mi. East of <br /> <br />Leg of Tower <br /> <br />Hygiene Road <br /> <br />I <br /> <br />BM SVC <br /> <br />18 <br /> <br />5094.11 <br /> <br />BCM East Side of Co. Rd. 35, approximately 0.4 mi. East of <br /> <br />BCM l' East of Northwest Corner, Section 35-3N-70W, South of Hygiene <br />Road, approximately 0.5 mi. West of Bridge over St. Vrain Creek <br /> <br />I <br /> <br />BM SVC 17 <br /> <br />BM SVC <br /> <br />16 <br /> <br />Hygiene Road <br /> <br />5126.81 <br /> <br />5138.29 <br /> <br />BCM East Side Co. Rd. 41 approximately 0.2 mi. North of Hygiene Road <br /> <br />Since the previous floodplain delineation work by Engineering Professionals, Inco and Love & <br />Associates, Inc. used the Boulder County benchmarks for the aerial topography, BRW <br />performed the survey using the County benchmarks as the datum. A survey level loop was <br />performed establishing and verifying benchmarks through the Town limitso All of the six <br />published benchmarks located in the BRW survey were within a :!::003-foot tolerance. Four new <br />temporary benchmarks were also set and are listed as BM1 through BM4. A list of all the <br />benchmarks (permanent and temporary) that were surveyed and included in the level loop is <br />shown in Table 7 Ao A Benchmark Location Map showing their approximate location is <br />included. These benchmarks should be used for all future construction to determine regulated <br />floodplain elevations within the Town limitso <br /> <br />I <br /> <br />BM SVC 15 <br /> <br />5159.46 <br /> <br />BCM Northwest <br />Railroad <br /> <br />BCM North Side Railroad, approximately 0.1 <br />Hwy. 66 <br /> <br />Corner Intersection of Co. Rd. 41 and Burlington Northern <br /> <br />I <br /> <br />BM SVC 14 <br /> <br />5222.24 <br /> <br />mi. West of <br /> <br />BCM near Southeast Corner Bridge, Co. Rd. 49, approximately .05 mi. South <br />of Hwy. 66 <br /> <br />:1 <br /> <br />BM SVC 13 <br /> <br />BM SVC <br /> <br />12 <br /> <br />Mile Marker 30, <br /> <br />5239.83 <br /> <br />5264.18 <br /> <br />BCM Near Fence Corner Southwest of <br /> <br />Hwy. 66 and Hwy. 36 Intersection <br /> <br />A brass cap benchmark set by the USBR on the wingwall of an irrigation canal headgate was <br />also located and was stamped "Bureau of Reclamation BM 7 530303241936". However, NVGD <br />published the elevation for benchmark BM7 as 5305056, an apparent discrepancy of about 2.2 <br />feet. This benchmark, referred to as "Headgate" by BRW, was included in the level loop survey <br />and was found to be at elevation 5305.56 feet (same elevation as published BM7). The brass cap <br />set by the USBR with the incorrect stamped elevation has been a source of contention and <br />confusion with respect to regulated floodplain elevations. BRW has determined that the <br />elevation stamped on the brass cap is incorrect and should not be used. <br /> <br />BM SVC 11 <br /> <br />5313.69 <br /> <br />BCM near Southeast Fence corner of Sewage Treatment Plant <br /> <br />I <br /> <br />BM SVC 8 <br /> <br />BM SVC 7 <br /> <br />5448.45 <br /> <br />5462.15 <br /> <br />BCM Southwest Corner Intersection of Applevalley Road and Private Drive, <br />approximately 0.72 mi. West of Hwy. 36 and Applevalley Road Intersection <br /> <br />BCM West Side Highway 36, approximately 0.36 mi. West of Miles <br /> <br />Marker 19 <br /> <br />Two other published benchmarks were located and included in the survey. The benchmarks <br />are designated "Cliff" and "A329" and were set by NGS and USC&GS, respectivelyo Another <br />two benchmarks were included in the level loop survey for reference and are designated <br />"Gauging Station" and "2410" <br /> <br />I <br /> <br />I <br /> <br />BM SVC 6 <br /> <br />BM SVC 5 <br /> <br />5507.67 <br /> <br />5544.18 <br /> <br />BCM North Side Highway 36, West of Co. Rd. 71 <br />Hwy.36 <br /> <br />Steel Axle in Boulder, <br />Mile Marker 18 <br /> <br />South Side of <br /> <br />Hwy. 36, approximately 0.7 mi. West of <br /> <br />West of Box Culvert under <br /> <br />BRW also located two of the five Boulder County benchmarks within or near the Town limits. <br />Benchmarks SVC9 and SVClO were located and used in the level loop surveyo Benchmarks <br />SVC11, SVC12, and SVC13 were in areas where recent construction has been performed. They <br />could not be located and are believed to have been destroyed. <br /> <br />I <br /> <br />I <br /> <br />BM SVC 4 <br /> <br />BM SVC 3 <br /> <br />BM SVC 2 <br /> <br />5614.61 <br /> <br />5757.38 <br /> <br />5847.21 <br /> <br />BCM l' West of Highway Right-of-Way Marker, approximately 0.2 mi. West <br />of Mile Marker 17 <br /> <br />BCM South Side Highway 36 approximately, 0.1 <br /> <br />BCM South Side Highway 36 approximately, .45 mi. West of <br /> <br />mi. West of <br /> <br />Mile Marker 16 <br /> <br />Mile Marker 16 <br /> <br />BRW searched for the three benchmarks, numbered RM1, RM2, and RM3, as shown on the <br />current Flood Insurance Rate Maps (FIRM) Number 08013C0232 F and 08013C0234 F published <br />by FEMA. Only benchmark RM1 was located and subsequently used in the level loop surveyo <br />Benchmarks RM2 and RM3 have either been destroyed or were not properly described, and <br />therefore were not includedo <br /> <br />I <br /> <br />I <br /> <br />BM svc <br /> <br />POINT <br /> <br />1 <br /> <br />NORTH ST. VRAIN <br /> <br />5738.49 <br /> <br />ELEVATION <br /> <br />Brass Cap Monument (BCM) North Side of <br />West Hwy. 36 and Co. Rd. 80 Intersection <br /> <br />GENERAL LOeA TION <br /> <br />TABLE 7 <br />ST. VRAIN CREEK BENCHMARK INFORMATION <br /> <br />Co. Rd. 80, approximately 0.9 mi. <br /> <br />Boulder County, Bureau of Reclamation (USBR), US Geological Survey (USGS), US Coast & <br />Geodetic Survey (USC&GS), and National Geodetic Survey (NGS). The six were labeled "SVC <br />9", "SVC 10", "RM1", "CLIFF", "HEADGATE" and "A329", and are shown on the following <br />Benchmark Location Mapo <br /> <br />I <br /> <br />I <br /> <br />North St. Vrain & St. <br />Floodplain Update <br /> <br />Vrain Creeks <br /> <br />Town of Lyons <br /> <br />North St. Vrain & St. <br />Floodplain Update <br /> <br />Vrain Creeks <br /> <br />Town of Lyons <br />
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