For_Reference_Only_-Fort_Douglas_Monument_Photos.pdf

APPENDIX A-Monuments and Headstone for Evaluation

1. Bear River Monument: Monument has several cracks and staining that shall be evaluate; may need repair and cleaning to prevent further deterioration. The most immediate repair is the head that has now come off of the monument and shall be reset and repaired in accordance with Secretary of interiors standards. The head itself also needs evaluation as it has received several “repair” that do not match in color or texture (concrete). Head is being temporarily held at the nearby Fort Douglas Museum Curation Facility.

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2. Govenor Doty (1865) and 3. BG Edward Connor Memorials (1891): The sandstone used is poorly cemented and exhibits stratification, allowing water to easily penetrate.

Evaluate for level of intervention, if needed, for preservation. Portland Cement used to patch/repair also needs evaluation.

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4. Hosmer (1870); E16 Previous repair work using portland cement has since failed, Spire has since come off and is located at Fort Douglas Museum, requires resetting.

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5. Ellen Gray (1883); H101 Stone has cracked and loose on base, requires leveling and resetting.

6. Peter O’Donnell (1885); H81 Stone has become loose from base, easily can topple over. Use of Epoxy/adhesive to re-secure spire, require evaluation for level of implementation.

7. David Bruner (1877); D27 Red sandstone cracked in half, previous repair methods failed. Requires evaluation for level of resetting/implementation. Stone temporarily located at the Fort Douglas Curation Facility.

8. Edward H. Ryan (1887); H-14 Sandstone marker broken in half, previous adhesive/epoxy methods failed. Requires evaluation for level of implementation. Stone temporarily located at the Fort Douglas Curation Facility.

9. Mary Crandal (1897); J21 Severely leaning on concrete, appears to be built up at a later date with concrete and repairs with Portland cement.

10. James wells (1874); H49 Evaluate for level of implementation. Due to the previous adhesives and repairs conducted, the ordering of a civil war maker by the 88th RSC may be the best approach.

11. Nellie Clark (1867); H57 Infant. Previous repair work using portland cement has since failed, headstone is loose from base and requires resetting.

12. Private Munique (1886); H26 Portland Concrete repairs, leaning and built up on concrete, evaluate for loose materials.

13. Montgomery Parker (1900); K21A Evaluate cracks/chips; discuss protection measures for further damage from lawnmowers.

14. Arthur Cornish; H13 and 15. David Hastings (1886) Evaluate for level of implementation. Due to the previous adhesives and repairs conducted, the ordering of a civil war maker by the 88th RSC may be the best approach.

16. Keller (1868); Evaluate for level of implementation. No longer legible due to deterioration, if not salvageable, best approach may be for 88th to order bronze footstone.

17.Armfield (1869) and 18. Bennett (1883), Evaluate for level of implementation.

19. Original Gate Entrance. Evaluate for level of implementation, if needed, for preservation. Portland Cement used to patch/repair also needs evaluation.

Option: Evaluate for Implementation; Repair/replace broken curbing around monuments and memorials.