10 Mar Bioengineering – VMSE and Living Wall for Steep Sacramento River Bluffs
Bluffs Project 2 – Fall 2021
- Vegetated Mechanically Stabilized Earth (VMSE) and Modified Filtrexx Soxx – Living Wall Techniques,
- Custom-filled Grow Soxx – Redding Greenwaste Compost, native grass seed blend, and mychorrizae added to soxx,
- Willow brushlayering – branches soaked for 10 days minimum,
- Native grass plugs, Nassella pulchra and Elymus glaucus planted into socks with dibble,
- Temporary drip irrigation installed
The VMSE and Grow Soxx Living Wall techniques were again chosen to arrest steep slope erosion at the Bluffs Condominiums in Redding CA.
Bluffs Project 1 was implemented and successfully completed in January, 2019. Encase you missed it check out the first Bluffs project summary here.
|Figure 1||Figure 2|
|Figure1 and Figure 2 “Bluffs 1” soil slope stability project completed in January 2019 and after the photo was taken March 2022. See BLOG for more details|
A soil stability analyses was conducted and determined that basically the Bluffs (a very steep and 200-300 ft high geologic feature that formed millions of years ago and was then carved by the Sacramento River, along the outer bank, thousands of years ago) is a relatively stable feature. The exposed bluffs have metamorphosed into a very stable conglomerate that is not prone to slope failure, although it has been incised by drainages running across the top of the bluffs and allowed to run over.
The more localized problems facing the “BLUFFS Condominiums” and HOA (developed in 1970s) were determined to be caused, not by systemic instability of the steep slopes, but instead the slumps and soil failures were caused by both broken irrigation lines and “wind throw” of some oak trees growing on the edge of the 200-ft high bluffs. Note that the slope below the condominium development is well vegetated native shrubs and trees common to the Sacramento Riparian zone, Oak, cottonwood and important for this project, willow species. The most stable areas downslope, but still hundreds of feet above the river, is willow species. Once again, according to the authors experience and opinion, willow appears to be “pioneering species” that provides masses of fibrous roots to help “nature” heal itself for an initial period while then ‘surrendering’ the stabilized soil area to more climax species.
The second BLUFFS repair was initiated in phases. The 30’ high repair was ‘anchored’ at the bottom on a 3’-wide flat area, little more than a game trail.
As with the previous Bluffs project, access to the slumping area was limited to wheel barrow and hand carrying. All work had to be performed with hand tools.
VMSE is one of 54 techniques identified by McCullah, et.al. in the Federal Highways / Transportation Research Board commissioned research to identify “alternatives to rip rap” that could be integrated into environmentally-sensitive highway projects. NCHRP Report 544- Environmentally-Sensitive Channel and Bank Protection Methods , aka E-SenSS published by McCullah identify over 50 methods that not only protect channels and streambanks but also provide habitat enhancements. The reports provide selection guidance, construction specifications, Auto-cad (dwg) and Microstation (dgn) typical drawings of techniques like Rock Vanes, Bendway Weirs, Large woody debris, Brushlayering, Live Siltation, Longitudinal Stone Toe protection, and Engineered Rock Riffles.
These are methods that the author has designed, built, and demonstrated for over 15 years now, including sensitive projects like CalTrans Highway 128, Russian River Geyserville Bridge protection utilizing 5 redirective rock vanes, live siltation, flood terrace with Live Pole Plantings. McCullah also designed and demonstrated, as week-long workshops of sensitive Alberta Highways projects in the Canadian Rockies. Projects also include bank stabilization (the first time using Coir BioD Logs with willow brushlayering) on the Chena River in Fairbanks. This project built in 2006 is still stable today (a wall of willow, sustainably pruned, is still supported by the long-lasting coconut logs and soil-filled ‘bio-bags’.
John used the NCHRP techniques in a successfully-implemented, 8000ft-long urban stream repair and modification in Auckland New Zealand while he also designed a huge engineered (Newbury) rock riffle for grade control on the Pedu River in the mountainous northern region of Malaysia. The design criteria were taken from the NCHRP Report 544. Future blogs will describe these projects in depth.
Custom-filled Grow Soxx was used for the upper section of the project. A Finn BB302 Bark Blower was rented from Global Machinery for a day. We filled over 600 lf of Grow Soxx using Filtrexx fill sock material. Because of the tight access, all the materials had to be brought in by hand. Filling our own socks allowed much flexibility.
We filled soxx with compost that was well cured and added native grass seed and mycorrhizae fungi. Look carefully and you’ll see that a few socks had willow cuttings added as a trial – they sprouted within the soxx is a couple of weeks but the sprouts never were observed to penetrate the sock netting.
We also obtained from Filtrexx some new soxx made of biodegradable material. It will be interesting to see how durable the material is, but so far the biodegradable soxx have maintained structural integrity for almost 5 months.