San Rafael's hillside lots combine expansive soils, heavy winter rain, and mapped landslide terrain. A wall that works here needs more than concrete — it needs proper drainage, seismic detailing, and footings that reach stable ground.

Concrete retaining walls in San Rafael stabilize hillside slopes, prevent soil erosion, and protect structures from earth movement — most residential projects above four feet require engineer-stamped drawings and a building permit from the City or Marin County CDA before any grading begins.
For homeowners on San Rafael's hillside lots in neighborhoods like Gerstle Park, Dominican, or Terra Linda, a failing or undersized wall is not a cosmetic issue. Soil that isn't retained properly can damage foundations, driveways, and drainage systems in a single wet season. A reinforced cast-in-place concrete wall, built with the right drainage behind it, is the long-term solution. If the project also touches foundation zones, our concrete footings and foundation installation services can be scoped in the same assessment visit.
The structural standard for reinforced concrete retaining walls in the United States is ACI 318, which governs how wall stems are designed as one-way slabs under lateral earth pressure and specifies minimum reinforcement ratios, cover requirements, and load combinations. We apply these requirements to every wall we pour, not just the ones flagged by a plan checker.
A retaining wall that has begun to tilt toward the low side is overturning — the footing is no longer holding the base against the lateral force of the retained soil. This is not a crack to seal or a surface to repair. The wall needs to be evaluated for replacement before the movement accelerates.
A horizontal crack running across the face of the wall stem is the signature of bending failure. The wall is deflecting under soil pressure it was not designed to handle. On Marin hillsides, this failure pattern often appears after a heavy wet season when groundwater amplifies lateral loads beyond what the original wall can carry.
Water weeping through the wall face or from its base with white mineral staining means hydrostatic pressure is building behind the wall. The drainage system has failed or was never installed. Left unaddressed, that pressure will crack and eventually topple even a structurally adequate wall.
If the ground behind or below the wall has shifted visibly, the soil has moved independently of the structure. On USGS-mapped landslide terrain in San Rafael, this can indicate that the wall itself is sitting on unstable ground and that the problem predates the wall. Professional evaluation is the only appropriate first step.
Every retaining wall project starts with a site visit to assess slope angle, existing wall condition, soil type, drainage path, and permit requirements. For walls under four feet of exposed face on straightforward sites, we can often design and build without a structural engineer. For walls that exceed the four-foot threshold — or any wall on a hillside with visible instability — we coordinate with a licensed geotechnical or structural engineer whose stamped drawings are submitted as part of the permit application to the Marin County CDA or City of San Rafael.
Cast-in-place cantilever walls are our primary system for residential hillside work. A formed concrete stem rises from a reinforced footing, with the weight of soil over the footing heel helping resist sliding and overturning — the geometry works with the site rather than against it. Behind every wall we pour, we install granular drainage aggregate and perforated drain pipe to carry groundwater away from the structure before hydrostatic pressure can build. This drainage detailing is not optional on Marin hillsides; it is what keeps a wall functional through decade after decade of wet winters.
For gravity-type walls under about four feet — typically used as garden walls or low terrace features — we pour mass or lightly reinforced concrete that relies on self-weight rather than a cantilever footing design. These are faster to build and permit-exempt in many situations, making them a practical option when the retained height is genuinely modest. Projects that also require concrete footings for posts, steps, or structures adjacent to the wall, or that involve foundation installation in the same grading zone, are scoped together to avoid repeated mobilization costs.
Best for residential hillside lots above four feet. A reinforced footing and stem engineered to ACI 318, with full drainage system installed behind the wall.
Suited for terrace features and low slope retention under four feet where a mass concrete or lightly reinforced design is structurally adequate and often permit-exempt.
For aging mid-century block or unreinforced concrete walls in San Rafael that have reached the end of their service life and need full demolition and replacement.
San Rafael is built on terrain that the USGS has mapped extensively for landslides and earth flows. Large portions of the city's hillside neighborhoods sit within zones classified as containing many or mostly historical slides. A retaining wall project that ignores that mapping — skipping geotechnical review, setting a footing at inadequate depth, or omitting drainage — is a liability waiting to materialize after the first wet winter.
The Bay Area's seismic environment adds another design requirement that is easy to overlook. Earthquake shaking imparts additional lateral force on retained soil, and that seismic earth pressure must be added to static design loads for walls on hillside sites or walls retaining surcharge loads such as driveways or structures. Ignoring it leads to walls with rebar spacing and footing geometry that are adequate for a still hillside but not for a shaking one. Contractors in San Anselmo and Larkspur working the same Marin hillside geology apply the same seismic detailing principles.
A significant share of San Rafael's retaining wall demand comes from mid-century residential lots in Gerstle Park, Dominican, Sun Valley, and the older Terra Linda tracts, where original walls from the 1950s and 1960s are now well past their design service life. Thin unreinforced concrete and block walls from that era were built before current seismic and drainage standards existed. Replacing them is not discretionary; it is an investment in the stability of the slope, the structures above it, and the property value it supports.
We respond within one business day. Tell us the approximate wall height, location on the lot, and whether there is an existing wall to remove. We schedule a site visit from there.
We walk the site, assess slope and soil conditions, review drainage paths, and determine permit requirements. For hillside or engineer-required projects, we coordinate a geotechnical review at this stage. You receive an itemized written estimate before any work is authorized.
We submit permit applications and, where required, engineer-stamped drawings to the City of San Rafael or Marin County CDA. Once approved, we excavate, set forms, place rebar, install drainage aggregate and perforated pipe, and pour the concrete — all inspected at required stages.
After the concrete has cured and passed final inspection, we backfill behind the wall in compacted lifts, restore the grade, and remove all forming material and debris. Final inspection sign-off is the last step before the project closes.
We assess the slope, drainage, and permit requirements at no charge before you commit to anything. One business day response.
(628) 234-2248We submit retaining wall permit applications to the City of San Rafael's Community Development Department and the Marin County CDA, including engineer-stamped drawings when required. Homeowners who have tried to navigate plan check for hillside walls know how fast a missing detail causes a cycle of revisions.
Every wall we pour includes granular drainage aggregate and perforated drain pipe behind the stem. San Rafael hillsides can receive several inches of rain in a single November storm system, and walls without proper drainage are the ones that fail before spring.
Before designing a wall on a Marin hillside, we cross-reference USGS slide mapping for the site. Walls on or near mapped slide terrain get geotechnical review before design begins — not after a failure, which is when most contractors discover the map exists.
California law requires a valid C-8 Concrete Contractor license for all concrete retaining wall work above $500. You can verify our license status, bond, and insurance directly through the CSLB public lookup before signing anything. No contractor in Marin should be working without it.
Retaining wall work on Marin hillsides is not a commodity job. The drainage system, footing depth, seismic detailing, and permit coordination are what separate a wall that holds for 40 years from one that moves after the first saturated winter. These proof points are the baseline for any project we take on — not upsells.
When a retaining wall project also involves a structure's footing zone, a properly engineered foundation keeps the two systems working together.
Learn moreIsolated and continuous footings that anchor walls, posts, and structures to stable native soil on Marin's hillside lots.
Learn moreThe longer a failing retaining wall sits, the more soil moves behind it. Reach out now and we'll assess the site before rainy season changes what the repair costs.