case study · 6 min read
A Norwood 1924 stone-rubble basement: when sealing is most of the job
By Sam Reynolds, Founder, Cincinnati Radon Pros. NRPP-credentialed Cincinnati radon team since 2019.. Published June 6, 2026.
A 1924 Sears-kit foursquare in Norwood tested at 13.6 pCi/L with hundreds of unsealed mortar joints between limestone-rubble blocks. The fix took two days and the sealing portion ran 60% of the labor. Here is how our technician approached it.
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A 1924 Sears Modern Home foursquare in Norwood, 1,950 sqft of original construction, original limestone-rubble basement walls (mortar joints between irregular stone, no poured concrete on the perimeter), original earth-and-concrete-cap floor in the unfinished portion of the basement, partially-finished family room added in 1972 with a 4-inch concrete slab over the original floor.
The new owners had bought the home eight months earlier as a renovation project. Their contractor included radon testing in the pre-renovation due diligence: the 48-hour test came back at 13.6 pCi/L, more than three times the EPA action level. The contractor referred them to the our dispatch line.
Why pre-1950 Norwood housing tests this high
The Cincinnati Arch geology runs uranium-bearing limestone and shale at relatively shallow depth across most of Norwood, Hyde Park, and Walnut Hills. Pre-1950 builders used local stone for foundations because it was cheap and abundant. The result is residential basements built directly into uranium-rich soil with hundreds of mortar-joint paths for soil gas to enter.
Norwood specifically has the highest documented pre-mitigation pCi/L averages in Hamilton County. Local mitigators have records of pre-mitigation readings above 30 pCi/L on a meaningful number of pre-1940 stone-basement homes. The 13.6 pCi/L on this 1924 foursquare is on the high end of typical for Norwood, not unusual.
The on-site assessment
The Cincinnati-area mitigator walked the basement for about an hour. Findings:
1. Hundreds of mortar joints in the limestone-rubble walls, most showing visible weathering and gaps where mortar had spalled. Rough estimate: 300-500 linear feet of joint length needing some level of sealing 2. Original earth-and-concrete-cap floor in the unfinished portion, with the cap broken in several places and partial dirt exposure 3. 1972 concrete slab in the finished portion, hairline-cracked but generally sealed 4. Original sump pit in the southwest corner with no liner, an unsealed lid, and a bypass float that had failed at some point in the past 5. Furnace and gas water heater in the basement, both natural-draft, both 12-15 years old (replaced from the 1924 originals at some point)
The mitigation strategy that emerged: active sub-slab depressurization on the 1972 slab portion, sub-membrane depressurization on the unfinished portion, aggressive mortar-joint sealing of the perimeter walls, sealed sump-pit lid integrated into the suction network. Single fan, two routing paths joining at the basement ceiling.
The quote
$3,840 fixed, broken out:
- Slab core-drill suction pit + lid for the 1972 slab portion: $400
- Sub-membrane suction pipe + reinforced 12-mil polyethylene barrier across the unfinished-floor portion: $850
- Mortar-joint sealing across the entire perimeter wall: $1,400 (about 35% of total quote)
- Sealed sump-pit lid + suction integration: $300
- Stack routing through closet chase to attic to roofline: $350
- Radonaway RP145 fan in attic enclosure + manometer + dedicated circuit: $400
- Combustion-safety pre/post test on furnace and water heater: $140
The sealing line item dwarfed every other component. That is normal for Norwood pre-1950 stone-basement work; in some cases sealing reaches 50% of total labor.
Install (two days)
Day 1 (sealing-heavy): Crew of two on site 7:30 AM through 5:30 PM. Pre-install combustion-safety test on the furnace and water heater (both passed at acceptable margins). Mortar-joint sealing started at 9:00. The technique: clean each joint with a wire brush to remove loose material, apply a primer where the existing mortar was friable, then run polyurethane caulk into the joint and tool it flush. About 8 hours of joint-by-joint work. The two-person crew finished roughly 80% of the perimeter on Day 1.
Day 2 (mitigation install): Same crew 7:30 AM through 4:00 PM. Finish the remaining 20% of mortar-joint sealing in the morning. Slab core-drill done by 11:00. Sub-membrane barrier installed by 1:30. Stack routed through the closet chase, fan mounted in the attic enclosure, manometer placed and labeled by 3:30. Post-install combustion-safety test confirmed both natural-draft appliances still drafted properly. Power up and walk-through with the homeowner at 4:00.
End-of-Day-2 manometer reading: 1.1 inches water column negative pressure on the slab side, 0.7 on the sub-membrane side. Healthy.
The 48-hour retest
Continuous radon monitor placed in the 1972 finished family room (the same spot the original 48-hour test had been placed). 48-hour result:
1.6 pCi/L average. Down 88% from the 13.6 pCi/L pre-mitigation reading. Below the EPA-recommended 2.0 pCi/L post-mitigation target.
The key word in that delta: 88%. Norwood pre-1950 mitigations typically hit 80-90% reduction even from very high starting levels, but only when the sealing portion of the work is done properly. Cutting the sealing scope can leave a home at 4-6 pCi/L post-install: technically a passing reading on average but unstable, with seasonal swings back into action-level territory.
What the homeowner paid
Total: $3,840. About 1.6x the typical Cincinnati basement install ($2,400 high end), reflecting the extensive sealing scope. Most of that incremental cost is labor; materials for sealing are $200-$300 of the quote.
Annual electricity for the fan: about $90.
Why this case matters for other Norwood and pre-1950 homeowners
If you have a stone-rubble basement (Hyde Park, Norwood, Mt. Lookout, Walnut Hills, parts of Mariemont, parts of older Mason), expect a quote that allocates significant labor to mortar-joint sealing. If a contractor quotes a typical $1,200-$2,400 install on a pre-1950 stone-basement home without acknowledging the sealing scope, the install will likely under-perform.
Things to watch for in the on-site assessment: - Did the mitigator actually walk the perimeter and count linear feet of joint? - Is sealing called out as a separate line item, or buried in "miscellaneous"? - What polyurethane caulk product is being specified? (Sika 1A or DAP Polyurethane are the typical Cincinnati-area choices; cheaper acrylic-latex caulks fail within 2-3 years) - How many crew-hours are budgeted for sealing? (Should be 8-16 hours for typical Norwood-class work)
A credentialed NRPP mitigator who has done 30+ Norwood or Hyde Park stone-basement installs will give you those numbers without hesitation. A contractor who treats sealing as an afterthought is the wrong contractor for this kind of home.