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February 2004
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February 2004
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South Bend HPC
HPC Document Type
Minutes
BOLT Control Number
1001360
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Feb OG 04 10:09a The Westerly Group, Inc. 812-273-8826 <br />p.4 <br />-3- <br />suffici-nt to explain how the wall or the step landings were constructed. Additional research <br />may be needed. <br />Although we have not recently conducted research regarding the specific WPA activities in <br />South Bend, it was generally true that the federal program provided the laborers, expertise <br />and often design, while the local community was expected to provide all or some of the <br />materials. During this time of economic difficulty, they often used what was at hand. Thus, <br />in some places the sea wall construction consisted primarily of chunks of broken concrete, <br />gravel, and the gravel side of the chunks (some of this material could have been imported), <br />along with some natural stones. In some places these were put into a form and the concrete <br />was poured in the form to comprise the wall. On the island, two landings were cut into the <br />wall. Several landings on the river side were made of concrete and limestone. 6 <br />In a 1926-29 aerial oblique photograph the earthen dam at the southeast edge of the island is <br />clearly shown, along with a small bridge. This structure was provided with a small culvert <br />and walls to create a swimming hole for children, which as we noted in our report was <br />beloved by all. 7 <br />Whether through original construction or frequent repairs which were carried out for the sea <br />walls, many portions of the wall were in distress when we examined them a few years ago. <br />Repeated repairs of the sea walls 'within the slough have resulted in the unused stone and <br />concrete being left on the bottom of the river and the slough. However this material might <br />be recovered today to use in the repair of the original walls <br />The mason selected should be able (by example) to demonstrate his ability with stone, <br />concrete and rubble masonry as used in a sea wall. Other capabilities should be his <br />knowledge of how to erect coffer dams and to control flowing water. We assume that <br />historically sensitive specifications would call for all of the above and would be followed <br />with rigid attention <br />We have assumed that the plan for repair of the sea walls also includes some evaluation of <br />horticultural considerations. Almost all of the trees on the island are cottonwoods, a form of <br />Poplar which extends very deep and very thirsty roots into any nearby water course, such as <br />sewers, water lines, culverts and especially into a slough. These trees have done almost <br />irreparable damage to the sea walls. Their roots have caused cleavages and delamination: <br />along all portions of the affected walls. Cresting water, rain, snow, and sleet have formed <br />ice lenses throughout the wall. This has caused sloughing off of more than just mortar. <br />Emergency patching of these faults does not remove the true cause of the failure of the sea <br />walls. Indeed it may, for a while, stem the penetration of river water from deteriorating joint <br />17. <br />6 Ibid. P. 40 <br />7 Ibid., P.30 <br />556 W. 1175 N. Rd. *Farmersburg IN 47850♦Tel: (812) 696-2415 <br />Fax: (812) 696-0420• e-mail: westerlygp@aol.com <br />
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