Retaining walls on Folsom slopes

Plenty of lots around Folsom step down: toward a greenbelt, toward a drainage, or simply because the foothills do not do flat. Once a yard needs more than about eighteen inches of level change to be usable, a wall enters the design, and from that point the wall drives the budget, the schedule, and usually the shape of everything else in the yard.

Height is measured from the bottom of the footing

Not from the finished ground in front of the wall, which is the figure people quote and the one that misleads. The buried courses carry load exactly like the visible ones, so a wall that reads as three feet from the patio below it may be a five foot wall structurally. That single measurement sets the base width, the number of geogrid layers, the volume of drain rock behind the face, and most of the price.

Surcharge is the other thing that changes a wall's character regardless of height. If a driveway, a structure, a pool, or a slope climbing away sits above it, the wall is holding back load that soil alone would never have applied, and it has to be designed for that load rather than for the dirt.

Past a certain point a wall stops being something a landscape crew assembles and becomes something a licensed engineer designs first. Budget $2,500 to $8,000 for that design and the drawings, before any additional material, and add several weeks to the program for it. The alternative, a tall wall built by eye, is the failure this whole guide is about.

What has to be behind the face

A retaining wall is a drainage structure with blocks on the front of it. Soil saturated after a wet winter pushes several times harder than the same soil dry, and a wall that cannot let that water out is a wall carrying a load nobody designed for. The assembly that prevents it is standard and cheap relative to the wall:

• A compacted levelling pad under the first course, usually of crushed rock, cut level and buried.
• A column of clean drain rock directly behind the blocks, typically a foot wide, running the full height.
• A perforated pipe at the base of that column, sloped, with a defined outlet to daylight. A pipe that goes nowhere is decoration.
• Filter fabric between the drain rock and the retained soil so fines do not migrate in and clog it.
• Geogrid layers extending back into the retained soil at specified intervals on taller walls, which is what turns the soil mass itself into part of the structure.
• Backfill compacted in lifts rather than dumped, because uncompacted backfill settles and takes the surface above it down with it.

None of this is visible once the job is finished, which is exactly why it belongs as named line items in the written quote. A wall quote that lists blocks, labor, and a total is not comparable to one that lists the assembly.

Block, poured, or stone

• Segmental block. Dry-stacked interlocking units, the regional default. Fast, flexible around curves, and repairable. Runs $40 to $90 per face foot installed with drainage.
• Poured concrete. Stronger for a given thickness and the right answer where space behind the wall is tight or the geometry is awkward. More expensive, needs forming and steel, and cracks are permanent.
• Natural stone. Dry-laid or mortared. The most expensive per face foot and the best looking on a lot that already has exposed rock, which describes a good deal of ground toward Rocklin and the eastern foothills.
• Timber. Cheapest and shortest-lived. Reasonable for low, short, non-critical walls; poor for anything structural.

Terracing instead of building tall

Two three-foot walls separated by a planted bench usually look better than one six-foot wall, cost less than one engineered wall, and turn dead slope into usable planting. The catch is separation: placed too close together, the upper wall becomes a surcharge on the lower one and the pair behaves as a single tall wall structurally, which puts both back into engineered territory. How far apart is far enough depends on soil and wall height, and it is one of the questions worth putting to an engineer early rather than discovering halfway up the second wall.

What goes wrong

Failed walls in this region fail in a small number of consistent ways. Water is the first: no drain rock, no pipe, or a pipe with no outlet. Height is the second: a wall built to a height that needed engineering, without it. Compaction is the third: backfill dumped rather than placed in lifts, which shows up as a sunken patio or a dished lawn behind the wall a year later. And surcharge is the fourth: a wall designed for soil alone that ends up holding back a driveway after a later project changes what sits above it.

All four are visible in the details of a quote before anything is built, and none are visible in a photograph of a finished wall.