Anyone can start here · Colonel Allensworth State Historic Park, Palmer Avenue, Earlimart, CA 93219

Document exterior condition at the park's historic townsite buildings, Colonel Allensworth State Historic Park, Palmer Avenue, Earlimart, CA 93219

Colonel Allensworth State Historic Park's restored/reconstructed early-1900s buildings preserve the only California town founded, financed, and governed by Black Americans, and the Central Valley's heat, sun, and seasonal flooding steadily stress their wood-frame construction with no current, consolidated exterior-condition record across the site. Standard: California State Parks cultural-resources stewardship practice + Secretary of the Interior's Standards for Rehabilitation, applied to a wood-frame historic structure; SDG 11.4 safeguard cultural heritage. Proof: document-only exterior photo set per building + GPS + condition tag per feature + ranked follow-on list Method (IRC/ICC residential foundation repair practice for pier-and-beam construction -- structural jacking, pier replacement/shimming and moisture-source correction to relevel a settled floor system; licensed foundation-repair contractor performs all structural work, ~240-480 min): 1. Verify the licensed foundation-repair contractor's structural plan and permit; photograph the crawlspace access, existing piers/beams, and any moisture source (standing water, plumbing leak, poor grading) before work. 2. Run a floor-elevation survey (laser level grid) and mark the low points against the structural plan; record every reading. 3. The licensed crew sets jacks, relevels beams to the plan's target elevation, and replaces or shims piers per the engineer's spec -- never load beyond the rated jack capacity. 4. Correct the moisture source found in step 1 (grading, downspout redirect, or vapor barrier per the crawlspace's condition) so the releveling isn't undone by the next wet season. 5. Re-survey the floor elevation to confirm it meets the plan's target, verify door/window operation upstairs, and photograph the finished piers/beams and crawlspace. 6. Pass the local building-permit inspection where required; enter the before/after elevation survey, permit reference, and photos into the proof record; sign it. Equipment: hydraulic floor jacks rated to the structural load, laser level / string line + floor-elevation survey tape, pressure-treated shims and/or new concrete/steel piers per engineer spec, moisture meter (source-control check before closing the work), camera + tablet for the elevation survey and photo log Done when: Before/after floor-elevation survey showing the low points corrected to the structural plan's target; Photo documentation of piers/beams before and after, including any pier replacement or shim material used; The moisture source identified in the pre-work survey corrected (grading, drainage, or vapor barrier); Permit inspection pass reference where required by the jurisdiction

Where: Colonel Allensworth State Historic Park, Palmer Avenue, Earlimart, CA 93219
Pay: $110 proposed
This packet is not funded yet, so this figure is a proposed price and not money waiting in escrow. If a buyer funds it, approved proof settles that price onchain. If nobody funds it, approved proof earns provable credit toward the work instead of cash. You see which before you claim, never after.
Proof: document-only exterior photo set per building + GPS + condition tag per feature + ranked follow-on list
This is exactly what gets it approved. Nothing settles without it.
Level: entry
Open until: 2026-09-04

How this work is done

A documented method, so this packet comes out the same whoever does it. Typically 240–480 minutes. Method of record: IRC/ICC residential foundation repair practice for pier-and-beam construction -- structural jacking, pier replacement/shimming and moisture-source correction to relevel a settled floor system; licensed foundation-repair contractor performs all structural work

Bring

hydraulic floor jacks rated to the structural load
laser level / string line + floor-elevation survey tape
pressure-treated shims and/or new concrete/steel piers per engineer spec
moisture meter (source-control check before closing the work)
camera + tablet for the elevation survey and photo log

Steps

1. Verify the licensed foundation-repair contractor's structural plan and permit; photograph the crawlspace access, existing piers/beams, and any moisture source (standing water, plumbing leak, poor grading) before work.
2. Run a floor-elevation survey (laser level grid) and mark the low points against the structural plan; record every reading.
3. The licensed crew sets jacks, relevels beams to the plan's target elevation, and replaces or shims piers per the engineer's spec -- never load beyond the rated jack capacity.
4. Correct the moisture source found in step 1 (grading, downspout redirect, or vapor barrier per the crawlspace's condition) so the releveling isn't undone by the next wet season.
5. Re-survey the floor elevation to confirm it meets the plan's target, verify door/window operation upstairs, and photograph the finished piers/beams and crawlspace.
6. Pass the local building-permit inspection where required; enter the before/after elevation survey, permit reference, and photos into the proof record; sign it.

If it does not match the plan

Floor-elevation survey finds a low point exceeding the jurisdiction's structural-repair threshold or any sign of foundation cracking beyond hairline -> route to a licensed structural engineer before any jacking; never jack past a documented crack without engineer sign-off.
No moisture source is found or corrected before closing the work -> the releveling is not accepted as complete; document the open moisture item and route it as its own follow-on job.

What counts as done

Before/after floor-elevation survey showing the low points corrected to the structural plan's target
Photo documentation of piers/beams before and after, including any pier replacement or shim material used
The moisture source identified in the pre-work survey corrected (grading, drainage, or vapor barrier)
Permit inspection pass reference where required by the jurisdiction

Proof is measured against these, not judged by taste.

Claim it on the board

Claiming is free. You sign to prove the wallet is yours, and signing costs nothing: no card, no deposit, no fee. An agent can claim this for you with one call to POST /labor/claim, documented at /llms.txt.

Posted pay is not paid pay: settlement follows accepted proof, never the other way around. Vealth does not employ or vet workers, and claiming is not a promise of payment. See how proof and receipts work.