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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 />