| Back to List | Next |
| Beaver Creek:below 5 cms: rising | |
| Posted on September 03, 2010 | Invite a Friend Paddling Print Version |
Flow: below 5 cms: rising Gauge: 9.0 Directions: Marmora is the traditional meeting place before running shuttle.
Put-in: N 44 34.775 W 77 40.894 From Marmora, go north 1.1km to Centre Line Rd. Turn right.Travel 8.7km to Shanick Rd (dirt road), veer left. Travel 3.7km to put-in underneath hydro lines. River is a short walk down the hill. Take-out (bridge): N 44 34.775 W 77 40.895 There are two take-outs. Bridge: From Marmora, north 1.1km to Centre Line Rd. Turn right. Travel 6.9km to Beaver Creek Rd, turn left. Travel 1.8km to Bridge. Fiddlars: (This take-out involves a 3km flatwater paddle to a .5km class 3 rapid that is fun at high water levels.) From Marmora, north 1.1km to Centre Line Rd. Turn right. Tavel 6.9km to Beaver Creek Rd, turn left. Travel 1km to Fiddlars Rd, turn left. Travel to end of road. Description: Beaver creek is a fairly long run, with a mix of short class 4's, some nice long, narrow class 3's, and a mix of easier rapids and flatwater. The first drop is one of the hardest on the river. Flow Information: Low: 10 cms
Ideal: 22 cms and above - lots of water, good surf waves
High: none. Routinely peaks in the 40's. Low bridges may become a hazard above this ![]() Gauge Info: these numbers allow you to convert on-line gauge reading into flow. Gauge Flow - cms
9.300 4.880 9.320 5.350 9.340 5.850 9.360 6.380 9.380 6.940 9.400 7.530 9.420 8.140 9.440 8.770 9.460 9.420 9.480 10.100 9.500 10.800 9.520 11.530 9.540 12.300 9.560 13.120 9.580 14.000 9.600 14.900 9.650 17.300 9.700 19.900 9.750 22.600 9.800 25.400 9.850 28.300 9.900 31.300 9.950 34.400 10.000 37.600 10.050 40.900 10.100 44.400 10.150 48.000 10.200 51.800 10.250 55.700 10.300 59.700 10.350 63.800 10.400 68.000 Season: Mid-April to Mid May. Ice on the flats usually prevents paddling before the beginning of April. In heavy snow years, Beaver creek may run into June, and very occasionally after a big rainfall. | |