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Restored masonry pier south of kitchen door jamb. The restoration masons have retained or inserted large stone "key" blocks projecting from the north-south plane of the wall for bonding with a possible future restored retaining wall. This cross-bonding takes advantage of the interlocking angles and reciprocal bearing surfaces of the stones forming the wal
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Pier segment between east kitchen doorway and south jamb of window frame [upper portion of pier shown in DTR09PH54--1001.01.138]. Pegged corner-joint tenon ["ear"] of the door frame is pocketed at its original level, 4 inches below its 20th-century position, which was level with the bottom of the outlooker remnant visible in the upper center of the photo.
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Masonry joints in random rubble piers abutting doorway were repointed in April, 2010, applying hydraulic-grade mortar to joints situated below restored final [20th-century] grade or below the high water table levels [seen here at 2 inches below top of sill about 48 hours after rainfall; the water table rises to several inches above the sill top after 2-3 inc
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Digitial photograph of realigned and reconstructed masonry pier abutting the north jamb at the DeTurk kitchen doorway. The joints were repointed in the traditional convex double-struck “V” method{1}, using sand from the adjacent Little Manatawny Creek, mason’s lime, and a small percentage of Portland cement. A higher proportion [about 20%] of Portland cement
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Interior masonry pier between kitchen doorway and window, and foundation wall below window, after restoration. This was repointed and a replacement interior oak sill installed in April & May, 2010 (See DTR09PH118--1001.01.214). The high water table seen along the bottom edge of this photo, a frequent condition saturating the foundation's mortar joints insid
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