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Pacific Palisades, CA — Post-Fire CorridorRepresentative project

Post-Fire Slope Monitoring for a Palisades Hillside Rebuild

Hillside homeowner + rebuild general contractor·June 24, 2026·5 min read
1–3 cm
Survey-grade accuracy with ground control
48 hr
Baseline data turnaround
1 roof
Survey + engineering, no handoffs
Baseline topographic survey (LiDAR)Storm-season change detectionEngineered-grading support (LAMC §91.7004)Engineer-stamped slope-stability report

A hillside parcel above a moderate-to-high burn-severity slope in the Pacific Palisades corridor was cleared for reconstruction. Before design could proceed, the owner and their general contractor needed an answer to a question that a standard drone flight can't legally settle: is the slope stable enough to build on, and can that answer be stamped?

The challenge

Post-fire slopes lose the vegetation and root structure that hold soil in place. Through the first winter after a burn, even moderate rainfall can trigger measurable ground movement and debris flow. For a rebuild, that creates three problems at once:

  • Design risk — grading and foundation plans need current, accurate ground truth, not pre-fire county topography.
  • Permit risk — City of LA hillside parcels trigger engineered grading under LAMC §91.7004, which requires a licensed engineer's analysis, not raw survey data.
  • Schedule risk — waiting for a traditional ground crew during an active rebuild season can cost weeks the construction calendar doesn't have.

The owner had already been quoted by a drone operator who could capture imagery but could not certify anything from it — leaving a gap between the data and a permit-ready deliverable.

The approach

Pacific Intelligence flies, processes, and stamps under one roof, so the same team that captured the terrain was accountable for the engineering conclusion.

  1. Baseline flight. An FAA Part 107 mission under LAANC authorization captured a survey-grade LiDAR point cloud of the full parcel and the slope above it, tied to ground control for 1–3 cm accuracy.
  2. Bare-earth model. The point cloud was processed into a bare-earth digital terrain model and 1-foot contours — the surface the grading and drainage design would be built on.
  3. Change-detection loop. The baseline established, scheduled and storm-triggered re-flights were co-registered against it and differenced to quantify any displacement through the wet season.
  4. Stamped report. A licensed California civil engineer interpreted the movement analysis and issued a sealed slope-stability and engineered-grading report that dropped straight into the LADBS package.

The deliverables

  • Survey-grade bare-earth DTM and contour set of the parcel and uphill slope
  • Cut-and-fill volumetrics for the grading plan
  • Change-detection surfaces comparing baseline to post-storm epochs
  • An engineer-stamped slope-stability report sized for the §91.7004 submittal

The outcome

The rebuild team walked into plan check with current, defensible ground truth and a stamped analysis from a single accountable provider — no stitching together a drone vendor and a separate engineer, and no re-verification between the field data and the certified conclusion. The change-detection program continued through storm season, so the owner had engineer-reviewed answers on slope movement rather than guesses, on a schedule that kept construction moving.

The value of a drone-native civil engineering firm on a post-fire hillside isn't the flight — it's that the people flying the site are the same ones licensed to tell you what it means and put a seal on it.


Representative project. This case study illustrates Pacific Intelligence's typical scope, workflow, and deliverables for post-fire hillside slope monitoring in the Malibu–Pacific Palisades corridor; details are composite and do not identify a specific client. Figures reflect the firm's standard capabilities, not a guaranteed outcome. A verified client engagement will replace this example once available.

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