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UVI-CES Erosion & Sediment Control Demonstration Project

Project Report 1997 - 1999

TASK 1: VEGETATIVE STABILIZATION DEMONSTRATIONS

CES Demonstration Garden Plots

Native and naturalized ground covers that can be used to stabilize soils on varying slopes were planted at the UVI St. Thomas Cooperative Extension Service Demonstration Garden beginning in September 1997. In the first trial planting, staff planted native species talinum (Talinum triangulare), inch plant (Callisia repens), spider lily (Hymenocallis caribea) and Pepperomia magnifolia, as well as exotics species sunrose (Portulaca sp.) and ground orchid (Callisia fragrans). A row of vetiver grass (Vetiveria zizanioides) was also planted along the bottom of the slope to form a living terrace as sediment builds up behind the grass.

Growth, soil cover and survival rates were evaluated during a six-month period. With occasional watering, talinum, inch plant, spider lily, ground orchid and vetiver were all easily propagated. Sunrose did not propagate well and died during the dry period. Talinum and inch plant provided the greatest percentage of ground cover within six months. Ground orchid did not provide sufficient ground cover and was taken over by weeds. Native plants out-performed exotics (with the exception of vetiver) in this trial.

A second trial was initiated in May 1999. Exotic plants lantana (Lantana sp.), mini rhoeo (Rhoeo sp.), purple queen (Tradescantia pallida), wandering jew (Zebrina pendula), blue daze, purslane and "jump-up-and-kiss-me" (all Portulaca sp.) were planted on cleared slopes (20 - 30%) above the CES St. Thomas office driveway and parking area. Growth, soil cover and survival rates are being evaluated for these plots also.   Hydroseeding bahia grass behind the UVI St. Croix cafeteria.

Hydroseeding Demonstrations

Bahia grass (Paspalum notatum, a native, drought-tolerant grass species) was seeded behind the new cafeteria at the UVI St. Croix campus in January 1998. Bahia grass was used to evaluate whether germination and establishment rates were quicker than those of bermuda grass (Cynodon dactylon), which was previously used. It was found that bahia grass germination and propagation rates were in fact slower than those of bermuda grass. However, once established, bahia grass tended to be hardier than bermuda grass.

Hydroseeding at Cost-U-Less construction site, St. Thomas.A variety of ESC practices were installed during the field day demonstration sessions of the Practical Approaches for Effective Erosion & Sediment Control (ESC) training workshops held May 30, 1998 on St. Thomas and June 2 on St. Croix. Workshop participants were given installation instructions during in-class training the day before the field sessions.
 

Excelsior mat, hay mulch hydroseeding and bahia grass demonstration at Estate St. George's Hill, St. Croix, June 1998.During the St. Thomas workshop, steep, south-facing slopes at the Cost-U-Less development site were hydroseeded using bahia, rye (Lolium perenne) and bermuda grass seeds, cellulose (paper) fiber hydromulch, and a soil binder. Bermuda grass seed was also hand-broadcast in a sediment retention pond overflow swale at the site. On St. Croix, bahia grass was hydroseeded, along with cellulose fiber hydromulch and a soil binder, and hand-broadcast at a home/farm site in Estate St. George's Hill.  

Grass growing through ESC mat at St. Thomas Cost-U-Less demo site 2 months after installation.Bermuda grass hand-broadcast at the St. Thomas site germinated well beneath the straw/coconut fiber mat, but did not become well established, possibly because it was inhibited by an adjacent tamarind tree. The bahia and bermuda grass that was hydroseeded germinated and is becoming well established on the shady slopes. The grass hydroseeded on unshaded slopes died because the seedlings did not get enough water to grow after germination and were burnt by the hot sun.

Bahia grass hydroseeded at the St. Croix sites was quickly over grown by guinea grass. However, bahia grass seed that was hand broadcast and then covered with the excelsior erosion control mats germinated and propagated well.  

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TASK 2: EROSION CONTROL MAT DEMONSTRATIONS

Erosion control mats consist of natural or synthetic fibers woven together to form a mat or blanket, and backed with plastic netting. They are used to cover bare soils or slopes during construction or until grass or other plants can become established. We used different types of mats in this project to determine: CES & VIHA staff install erosion control mats at Donoe Housing Community.
  • How well they prevented erosion,
  • How well they promoted plant growth, and
  • How long they lasted.

Donoe Housing Community

CES and the VI Housing Authority cooperated to demonstrate the use and effectiveness of erosion and sediment control blankets/mats for slope stabilization. Erosion control mats were installed in November 1997 on disturbed slopes along the road at the Donoe Housing Community (St. Thomas).

CES purchased 100% straw fiber (S2) and 70% straw/30% coconut fiber mix (CS2) erosion control mats and staples and provided VIHA grounds personnel with training on proper installation procedures.

VIHA grounds personnel prepared the area (cleared brush, removed debris, stones and stumps, and raked to smooth the slope surface) and installed the matting along steep (> 60%), stony, droughty slopes. CS2 mats were used for the steepest sections (specified for 1:1 slopes up to 75' in length), and S2 mats (specified for 2:1 slopes up to 75' in length) were used for less steep sections. Mats were installed around desirable vegetation (ginger thomas - Tecoma stans, pink cedar - Tabeburia heterophyllo and bougainvillea - Bougainvillea glabra) that was kept on the slope during the clearing process. Ground orchid (an exotic ground cover adapted to steep, stony, droughty slopes) and ginger thomas (a native bush that was already present at the site) were planted within the matting to help further stabilize the soils. CES provided technical assistance, training, and materials to the Virgin Islands Housing Authority (VIHA), and continues to work with VIHA and Donoe residents on ESC projects.  

Workshop Demonstration Installations

A 100% coconut fiber mat was installed as part of the hands-on field demonstration session at the 1997 V.I. Nonpoint Source (NPS) Pollution Conference held December 2-3 on St. Croix. The mat was installed on a bare slope (>30%) behind the UVI cafeteria to show attendees how ESC mats are used to stabilize steep, bare slopes and to demonstrate practice installation techniques.

A CS2 erosion control mat was installed during the St. Thomas ESC training workshop to demonstrate the use of ESC mats for channel stabilization, proper installation techniques for the practice, and to evaluate its effectiveness in promoting grass seed germination, as well as its durability. The mat was installed in the overflow swale from a sediment retention pond.  

At the St. Croix ESC training workshop, excelsior (wood fiber) mat and hay mulch were installed on a steep slope (>45%) at a home/farm site in Estate St. George's Hill (see photo, page 2). Workshop participants first seeded the cleared slope with bahia grass seed and then installed excelsior matting on one segment and hay mulch on an adjoining segment in order to compare the two practices for erosion control effectiveness and longevity.   Straw ESC mat with bahia grass growing through it at UVI-St. Thomas Music Building two months after installation.

UVI St. Thomas Music Building

The project also provided the UVI-St. Thomas Physical Plant with straw erosion control mats to stabilize the steep, bare slopes (>50%) adjacent to and behind the new Music Education building. The area was hand seeded with a fescue (Festuca arundinacea) rye grass mix and the mats were installed in early February 1999. They are performing well in stabilizing the slope and promoting vegetation growth.  

Erosion Control Mat Results

All four varieties of erosion control mat (straw, straw/coconut, coconut, and excelsior) functioned properly in controlling erosion from the demonstration sites before breaking down. However, a few disadvantages were observed. The shallow depth to rock at the Donoe site made anchoring the matting along the bottom 1/3 of the slope almost impossible. This condition also made it extremely difficult to keep the material flat against the slope.  In addition, the mat worked very well at retaining moisture in the soil, which unfortunately accelerated the rate of vegetation by undesirable weedy species (guinea grass and tan tan).

The mats installed at all sites have biodegraded significantly. The straw/coconut fiber (CS2) mat has been the most durable, taking approximately 6 months to disintegrate, whereas the excelsior mat installed on St. Croix completely disintegrated after only 2 ½ months; this may be partially due to the high rainfall that occurred during June and July 1998.

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Workshop trainees pose with their silt fence demonstration at Estate St. George's Hill, St. Croix.TASK 3: STRUCTURAL PRACTICES

Silt Fencing

Proper silt fence installation was demonstrated to trainees during the St. Croix ESC training workshop. We used rebar in place of wood stakes to anchor the fence and emphasized the importance of trenching the material into the soil. Participants dug the trench for the fencing, placed material and ½" rebar, and backfilled trench. The silt fence was found to be performing properly during a site visit July 29, 1998. Approximately 4 to 6" of sediment was observed accumulated behind the fence with a minimal amount of sediment on the roadway below the fence.

Silt fencing was also was installed at the CES - St. Thomas Home Demonstration Garden in March 1999 to prevent soil on the slope above the driveway from eroding and silting in the driveway. Signs describing the project and comparing good and bad silt fence installation practices were produced and the fence is being maintained as a demonstration of proper installation. The fence is functioning properly in keeping sediment from flowing off the slope onto the driveway.  

Triangular Dikes

Installation of triangular dike check dam, Estate St. George's Hill, St. Croix, June 1998.A triangular dike was also installed during the St. Croix ESC training workshop to demonstrate how it can be used as a check dam in a swale leading to a drainage culvert. Participants cleared the area for the dike, anchored it in, and backfilled soil and rock on top of dike flaps to hold it in place. During a follow-up site visit on June 29, 1998, the triangular dike was found to be functioning properly, with approximately one inch of sediment observed accumulated behind the dike. Triangular dikes were also used on the St. Thomas CES parking lot during excavation and grass germination to prevent soil from washing off the driveway and into the road (see below).  

Porous Paving

Filling webbed porous paving system at UVI-CES driveway demonstration.Two alternative paving practices using webbed cellular confinement material (GeoWeb®) and interlocking plastic blocks (GeoBlock®) are on display at the St. Thomas CES parking lot and driveway. These porous materials are more environmentally friendly foundations for low-use roads and parking areas. Six-inch plastic web cellular confinement material (GeoWeb®) was installed on the UVI-CES St. Thomas office driveway and 2" plastic blocks (GeoBlock®) were installed on the CES office parking lot. These practices were installed to:
  • Control erosion and flooding problems experienced at the site;
  • To demonstrate the use of porous paving systems, as compared to gravel or bare soil, to reduce stormwater runoff and erosion; and
  • To evaluate the materials' durability under VI conditions.
Workshop attendees learn how to install webbed cellular confinement system on the St. Thomas CES office driveway.CES staff prepared the CES Home Demonstration Garden (removed weeds, cut back invasive bush, dug out and removed diseased trees) prior to the demonstration. Staff worked with a UVI architect to map out the St. Thomas CES office driveway and parking lot demonstration sites. The parking lot and driveway were then excavated and graded for the demonstration; the lot was also rolled with a vibrating roller to smooth it.

Installation occurred in early February 1999 by CES staff with assistance from crew and the product's distributor in Puerto Rico. The web installation in the driveway was conducted as part of a hands-on workshop for thirty-seven (37) attendees. Participants were shown a video describing the use and proper installation of the material, and then participated in installing the webbing. Each 20' long section of the GeoWeb® was stretched and anchored (using j-bars along the sides and end pieces) down the driveway, and the sections were joined with staples. The webs were then filled (by backhoe) with crushed stone and soil, and the stone and soil was rolled with a vibrating roller to enhance compaction.

Interlocking plastic block cellular confinement system with gravel entrance on the St. Thomas CES parking lot, prior to being filled with soil.CES staff installed the GeoBlocks® in the parking lot the following week. The blocks were laid flat and interlocked, with the edges anchored using j-bars. Uneven edges were cut using a saw to provide more level coverage. A backhoe was used to filled the blocks with topsoil, the soil was raked level by hand, and stones were removed. The parking lot was then seeded with a mix of bermuda, rye and bahia grasses and covered with straw erosion control mats to hold in moisture and prevent birds from eating the grass seed.

The parking lot was watered and fertilized to promote faster grass germination and establishment. Parking was prohibited on the lot for three (3) months so that the grass could become well established. Heavy use of the drive portion of the lot has damaged some of the grass, but the grass in the parking areas along the side is holding up well.CES Natural Resources Staff pose on parking lot after grass establishment, May 1999.

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TASK 4: PUBLIC OUTREACH

VICES and VICD have provided and will continue to provide public education and outreach on erosion and sediment control in the Virgin Islands throughout the duration of the project and beyond.
  • A project report was presented detailing the completed portion of the first phase of the project (vegetation and erosion control matting stabilization demonstrations) at the 1997 V.I. Nonpoint Source Pollution Conference.
  • Practice installation demonstrations were carried out at the 1997 NPS Conference (50 attendees), the January 1998 St. Croix Hydroseeding Certification Workshop (30 attendees), the Practical Approaches for Effective Erosion & Sediment Control training workshops held May 28 - 29 and June 2 - 3, 1998 on St. Thomas and St. Croix (34 attendees), and the Porous Paving demonstration held February 5, 1999 (37 attendees). Participants included architects, engineers, draftsmen, contractors and regulators (see above).
  • Articles on the project, highlighting the Donoe Housing Community erosion control mat demonstration and the installations performed during the Practical Approaches for Erosion & Sediment Control Workshop, appeared in the V.I. NPS Update Spring and Summer 1998 Newsletters, which were distributed to 1100 architects, businesses, contractors, draftsmen, engineers, policy-makers, regulators, and other interested members of the general public.
  • This web page linked to the UVI-CES home page was developed and uploaded on the UVI-CES website outlining the objectives and accomplishments of the project http://rps.uvi.edu/CES/ESCdemo.htm.Sign installed at Donoe Housing Community ESC mat demonstration site.
  • Photographic and video records have been kept of the various stages of the project and project activities for use at DPNR/VICD/VICES workshops and conferences.
  • Signs designating the demonstration project were installed at the Donoe Housing Community demonstration site, the CES Home Demonstration Garden, and the CES St. Thomas driveway/parking lot demonstration.
  • An erosion control model was built for use at the CES Home Demonstration Garden for workshops and tours and at fairs and conferences.
  • A presentation entitled "Promoting Erosion & Sediment Control in the U.S. Virgin Islands" was delivered at both the International Erosion Control Association's Conference and Trade Show held February 21-26, 1999 in Nashville, Tennessee (the paper was also published in the conference proceedings) and at the USDA-NRCS Caribbean Area district conservationist's annual meeting, held July 20 - 22, Dorado, PR.
  • A brochure, targeted to the general public, was developed outlining the goals and highlights of the project demonstrations (various practices installed and results observed).
  • The project was advertised through radio shows and public service announcements.
  • Tours of project sites will continue to be conducted for government personnel, architects, engineers, developers, contractors and the general public.
  • A 60-second public service announcement for television, utilizing film footage taken during demonstration installations, and new radio PSAs is being developed.

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CONCLUSIONS

Vegetation

Native plants out-performed exotics (with the exception of vetiver) in terms of propagation rate and rate of ground coverage. This is primarily because native species are more adapted to varying weather conditions and soil types than most exotic plant species.

Inch plant is very successful at covering steep, droughty, rocky slopes. Talinum is very successful in covering bare soils ranging from moist to dry conditions. These species will work well in reducing erosion from small storm events, but neither of these species has a thick root system (such as bermuda, bahia, hurricane or carpet grass) or deep root system that can prevent mass wasting (landslides) that may occur during large storms or hurricanes.

Vetiver is easily propagated from cuttings. The first method of propagation involved removing sections from a parent plant (root and leaf material), trimming excess roots (leaving only 3") and (leaving 4" of leaf). "Plugs" were then planted directly in the demonstration plot and watered daily. This first planting took 4-5 weeks to develop new shoots. However, we discovered a faster, more reliable method of propagation: materials were prepared as before but then rooted in water for about 4 days (until new root material was observed). The plugs were then transplanted into the demonstration plots. This second planting took 2 weeks to develop new shoots. Using this method of propagation, no mortality occurred, whereas the previous method resulted in approximately 20% plant mortality.

Hydroseeding can be a very effective erosion control practice, but only if sufficient moisture is available for grass germination and propagation. This means that bare soils should be seeded either during the rainy season or else supplemental water must be provided to ensure success. Success rates increase in areas where shade is present, particularly on north-facing slopes, and if a mulch is provided.

Erosion Control Matting

Erosion control mats are an effective erosion control practice. They work very well in stabilizing steep slopes and conserve moisture in the soil, promoting plant growth to further stabilize slopes. However, they are not appropriate for very stony soils or slopes with rock outcrops, because the presence of stone and rock prevents stapling of the material.

Straw mats (100%) are specified for use on 2:1 (25%) slopes up to 75' in length, but were observed to prevent erosion on shorter slopes up to 1:1 (50%) steepness. Straw (70%)/coconut (30%) fiber mats are specified for use on 1:1 slopes up to 75' in length, and were observed to perform well on even steeper slopes (~60%) that were shorter in length (no greater than 50'). Excelsior fiber mats were not sufficiently durable under demonstration conditions.

Silt Fences

Silt fences can be an effective sediment control practice if installed properly. Fences not trenched into the soil will fail. Fences installed at the base of steep slopes will also fail if reinforcement, in the form of plastic or steel mesh backing, is not provided. Wood stakes should only be used in flat, non-stony soils - many contractors have reported installing silt fences improperly because wood stakes either can't be pounded into the soil or break during the attempt. Fences installed in all other areas should utilize rebar stakes. It is important to keep in mind that by design, the maximum length of slope that a reinforced silt fence can collect and hold stormwater from decreases in direct proportion to slope steepness. For example, a reinforced silt fence on a 5% slope can treat a maximum slope length of 250 feet, whereas the same fence on a 25% slope can only treat a slope length of 55 feet.

Triangular Dikes

Triangular dikes work well in removing sediment from gradual slopes in small drainage areas (one (1) acre or less). They also work well as check dams in gradual swales. This practice was not tested for steep slopes or swales with high runoff velocities.

Porous Paving Systems

Webbed cellular confinement systems work very well in reducing erosion and stormwater runoff from gradual driveways and low-use roads. For these uses, it is necessary for rock (gravel or crusher run) to be used as fill material instead of soil, in order to provide sufficient load support (especially if filter fabric is not placed below the webbing and fill material).

Grassed block/grid cellular confinement systems can work well in controlling erosion and stormwater on fairly level, low-use traffic areas, such as emergency access areas, driveways or parking lots. For higher or heavier used parking areas, gravel fill would be more appropriate, as continual vehicular traffic damages the grass base. Some disadvantages for use in the V.I. have been observed on the grassed demonstration system. First, the subsurface must be completely level for the blocks to lay properly. Secondly, for a grassed parking area that requires soil fill, the blocks should be filled by hand in order to avoid over-filling with soil. Over-filling reduces the blocks ability to protect grasses planted within the system so that continual traffic will damage the sod.  

CES will continue to maintain and install erosion and sediment control practices to promote pollution prevention in the territory. For more information on erosion and sediment control, contact the UVI Cooperative Extension Service at (340) 692-4080 on St. Croix or (340) 693-1080 on St. Thomas.

The mission of the University of the Virgin Islands Cooperative Extension Service is to advance knowledge for agriculture, the environment, human health and well being, and communities.

USDA Cooperative State Research, Education, and Extension Service
The University of the Virgin Islands is an equal opportunity provider and employer.
page last modified February 6, 2004
CSREES National Water Quality Program