Whatever's wrong under your house — standing water, wood rot, sagging floors, fallen insulation, mold — we diagnose it on the spot and hand you a fixed-price plan the same day. No pressure, no scare tactics.
A licensed local crew — usually out in 24 to 72 hours. Written scope, fixed price, no pressure.
Two weeks ago I was under a 1969 brick ranch on Selwyn Ave in Beverly Woods, half a mile off the Park Rd Shopping Center. Owner called because her hardwood floor in the dining room had developed a soft bounce that she could feel through her socks, and her contractor buddy told her to get a real crawlspace inspection before anybody talked about refinishing the floor. Twenty-six inches of clearance. Original foil fiberglass falling out of most of the joist bays, shredded 6-mil plastic underneath, four leaf-packed 8-by-16 vents. I put on the Tyvek suit and knee pads, took the pinless Wagner moisture meter and the headlamp, and covered the full 2,000 SF footprint on my belly over about 45 minutes. The dining room bounce turned out to be three sistered joists over a girder that had lost roughly 30 percent of its cross-section to fungal decay — soft to a screwdriver at three points along a 16-foot run, moisture content still reading 22 percent even in dry April. Two brick piers directly under that girder had settled an inch and a quarter based on the floor deflection I measured at the subfloor above. Twenty years of vented crawl feeding humidity to a cold girder is exactly how you get that outcome.
That is a SouthPark repair job, and the sequence matters. Structural repair happens before encapsulation, not after — because the crawl work generates dust, vibration, and impact that will trash a fresh 20-mil liner. On the Selwyn Ave job we sistered the girder with a laminated LVL beam bolted through the existing member, jacked the two settled piers with hydraulic bottle jacks staged on cribbing, pulled the piers apart brick by brick to check the footings, poured new 24-by-24-by-12-inch concrete footings on undisturbed soil where the originals had settled into fill, rebuilt the piers with new brick and full mortar joints, and shimmed the girder back to level with pressure-treated shim stock. Four days of structural work by a two-man crew with a licensed structural engineer's stamped drawing on the LVL sistering, Mecklenburg building permit pulled through CityInspect.charlottenc.gov, inspection passed on the fifth day. Then the encapsulation went in on top of clean structural bones. Her floor stopped bouncing. Her insurance carrier issued a letter of no exclusion on the mold coverage.
The repair questions on SouthPark ranches concentrate in three areas: girder decay from decades of humid crawl air condensing on the cold beam, brick pier settlement into the original 1960s footings that were often placed on fill soil rather than undisturbed clay, and rim joist rot on the north and east exposures where cold rim meets humid crawl with no thermal break. Each one has a standard repair pathway and each one has to happen before any encapsulation goes down.
The repair process on a SouthPark ranch starts with a real diagnostic crawl. I do not do flashlight peeks from the crawl door on this housing stock — the pattern of failure on 1960s brick-pier construction is too consistent and too easily missed from the doorway. I put on a Tyvek suit and knee pads, take a headlamp, pinless moisture meter, and a self-leveling laser, and cover the full footprint on my belly. Every joist gets a moisture reading — anything over 19 percent on a Wagner or Delmhorst is actively decaying, anything over 25 percent has structural implications. Every brick pier gets checked for plumb with a 4-foot level and for stability by hand-rocking the top course. Every girder gets probed for soft wood with a small awl at 4-foot intervals along its full length. The rim joist on the north and east exposures gets probed at each stud bay. The floor system above gets a laser-shot elevation reading at 8-foot centers to map any settled areas — Beverly Woods ranches typically show 1/2 to 1-1/4 inches of settlement at the piers under the main bearing walls after 60 years of clay expansion cycling.
The dispatch sequence on SouthPark repairs is dictated by dependency. Pier work happens first because you cannot repair a rotted girder without first knowing the pier below it is going to hold. If a pier has settled, we jack the girder with hydraulic bottle jacks staged on cribbing, pull the pier apart brick by brick, expose the original footing, and check whether the footing is on undisturbed soil or fill. Original 1960s footings in Beverly Woods and Foxcroft were often poured onto fill left behind after the basement or crawl was cut into the original grade, and those footings settle into the fill for decades before the settlement becomes visible upstairs. If the footing is on fill, we pour a new 24-by-24-by-12-inch concrete pad on undisturbed soil below the fill layer, 3,000 PSI mix with rebar, and rebuild the pier with new brick and full mortar joints. Union County (Waxhaw, Weddington) inspectors are notoriously strict on footing depth on undisturbed soil, and Mecklenburg inspectors here on the SouthPark side of the county are similar — footing depth is verified at inspection.
Girder repair sequences after pier work. If the girder has lost less than 20 percent of its cross-section to decay, we sister it with a matching dimensional lumber section bolted through — pressure-treated 2x10 sistered to the original 2x10 with 1/2-inch through-bolts at 16-inch centers, structural adhesive at the interface. If the loss is over 20 percent, we go to a laminated veneer lumber sistering with a stamped structural engineer's drawing — typically a 1-3/4 by 9-1/2 LVL bolted through the existing girder and any sistered members. This requires a Mecklenburg building permit through CityInspect.charlottenc.gov. Foxcroft and Barclay Downs jobs occasionally require an engineer's stamp even for straightforward sistering because the country club and older neighborhood association covenants sometimes reference NC Res Code compliance for structural modifications, and the engineer's stamp makes the compliance question moot.
Rim joist repair happens third if needed. On a SouthPark ranch, the north and east rim is often decayed to a depth of 1/4 to 1/2 inch along a 10-to-30-foot run — cold rim, humid crawl, no thermal break for 60 years. We sister the affected rim with pressure-treated 2x10 bolted through, structural adhesive at the interface, and if the decay has gotten into the underside of the subfloor or into the end grain of the joists we extend the sistering into those members. Once the rim is repaired, open-cell Icynene foam at 3 inches gets sprayed on the interior face as part of the encapsulation phase to prevent recurrence. Rockwool R-15 mineral wool is the alternative for homeowners in Foxcroft or Barclay Downs who want to keep future rim access open — batts friction-fit into each bay, no foam.
Structural repair on a SouthPark ranch uses standard materials with era-specific sizing calls. New pier footings are 24-by-24-by-12-inch minimum, 3,000 PSI ready-mix concrete with #4 rebar tied in a 12-inch grid, poured on undisturbed soil below any fill layer — freeze depth in Mecklenburg is 6 to 8 inches and code requires 12 inches, so we pour 18 inches below finished grade to give a margin. Pier reconstruction is new modular brick matched as closely as possible to the original for cosmetic consistency below the joist line, with full mortar joints on Type S mortar. Girder sistering below 20 percent cross-section loss uses pressure-treated Southern yellow pine 2x10 or 2x12 depending on the original member, sistered with 1/2-inch galvanized through-bolts on 16-inch centers, PL Premium structural adhesive at the interface. Above 20 percent loss we go to LVL sistering — Georgia-Pacific or Weyerhaeuser 1-3/4 by 9-1/2 or 11-7/8 depending on span and load, bolted through with 1/2-inch structural bolts.
Pier jacking uses Tiger SmartJack adjustable steel columns for permanent replacements when the homeowner does not want to rebuild the brick, or Grip-Tite adjustable posts for the same. Both spec at 30,000-pound capacity for residential loads. Hydraulic bottle jacks on cribbing for temporary lifts during pier rebuild. Rim joist sistering uses pressure-treated 2x10 or 2x12 to match the original, structural adhesive, and 1/2-inch through-bolts. If rim decay has migrated into the subfloor sheathing above, we sister the sheathing with 3/4-inch tongue-and-groove Advantech from below. Wood dust and demolition debris get vacuumed with HEPA before any encapsulation liner goes down — a good repair sequence leaves the crawl clean enough to eat off of before the 20-mil goes in.
Permit-side, Mecklenburg building permit through CityInspect.charlottenc.gov covers any joist sistering, girder replacement, and pier reconstruction. Inspection happens after the structural work and before the encapsulation covers it. Beverly Woods, Foxcroft, and Barclay Downs are all inside Mecklenburg jurisdiction — no separate county overlay. Quail Hollow Country Club's architectural review committee occasionally weighs in if the structural work extends into the crawl door location or requires temporary exterior access from a golf-course-facing elevation, but interior structural work does not typically trigger review. If the ranch is a documented pre-1970 historic property in the eastern Foxcroft blocks — a few of the original custom-builder homes qualify — we coordinate with the Charlotte-Mecklenburg Historic Landmarks Commission on any modifications visible from the exterior.
Yes — SouthPark is a regular crawlspace repair route. Free on-site inspection anywhere in SouthPark, fixed written quote before we touch anything.
SouthPark crawlspace repair centers on 1960s brick-pier settlement and 60-year-old girder decay in tight 24-to-28-inch clearance under Beverly Woods, Foxcroft, and Barclay Downs ranches — a combination of construction era, foundation type, and access constraint that does not exist in the taller 1990s block-perimeter neighborhoods farther out in Ballantyne or Highland Creek.
28210, 28211, 28226. All Mecklenburg County addresses covered.
Usually a girder problem on that housing stock, but I have to see it to tell you for sure. On a 1960s SouthPark ranch the girder runs down the center of the crawl and carries the interior bearing wall above. Twenty years of humid crawl air condensing on the cold girder underside will decay it out from under you — I find 30 percent cross-section losses regularly on 60-year-old girders in Beverly Woods, Foxcroft, and the Barclay Downs older stock. Bouncy floor above the girder line is the tell. Bouncy floor at mid-bay away from the girder is more likely joist decay or joist span issues. Either way it needs a real crawl inspection with a moisture meter and a laser.
Brick pier settlement in SouthPark is common — the original 1960s footings were often poured on fill soil that has consolidated over 60 years, and I typically measure 1/2 to 1-1/4 inches of settlement at piers under main bearing walls. Whether it matters upstairs depends on how the load has redistributed. Sometimes the girder has crushed downward with the pier settlement and the floor still reads level because the whole system dropped uniformly — that is fine structurally but the girder is stressed and needs to be checked. Sometimes only some piers settled and the girder is now bearing on a fewer number of piers than it was designed for — that is a real repair scope. A self-leveling laser shot across the floor plus a hands-on pier check tells you which situation you have.
We pull all permits. Mecklenburg building permit through CityInspect.charlottenc.gov covers any joist sistering, girder replacement, and pier reconstruction on your Foxcroft, Beverly Woods, or Barclay Downs job. Inspection happens after the structural work and before any encapsulation liner covers it. We coordinate the inspector scheduling and handle all fees as part of the scope in the fixed written quote. If the scope requires a licensed structural engineer's stamped drawing — which it does for any LVL girder sistering or full girder replacement — we bring in one of the engineers we work with, and the stamped drawing is part of the permit submission.
Depends on scope. A single-pier reset with new footing and rebuild is a 2-day job for a two-man crew. Girder sistering across a 16-to-20-foot run adds another 1 to 2 days. Rim joist sistering on a 30-foot north-exposure run adds another 1 to 2 days. A full repair scope on a typical 2,000 SF Beverly Woods ranch with multiple piers, girder work, and rim repair runs 4 to 6 working days plus inspection wait, and then the encapsulation crew comes in on top. Total from repair start to sealed encapsulation is typically 2 to 3 weeks calendar time including permit and inspection scheduling.
Free on-site SouthPark inspection. Fixed written quote. Call (980) 227-1769 or book below.