Phase 1B Underwater Archaeological Report for the Onondaga ...

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FINAL Phase IB Underwater Archaeological Resources Report for Onondaga Lake Superfund Site Anomaly 54: Wooden Bulkhead Anomaly 54 Summary Table Anomaly Identification Wooden Bulkhead Remedial Impact Dredging and Capping NRHP Eligibility Unevaluated Recommendation Anomaly Dataset Side Scan (2005) No Magnetometer (2005) No Side Scan (2010) No Sector Scan (2010) No ROV (2010) No Diver Observations Yes (above water photographs) Diver Videography No Maps/Charts Yes Aerial Imagery No Historic Accounts Yes Research Results During the June 2010 fieldwork, an inspection of the shoreline near Harbor Brook revealed the presence of wooden structural remains (Figure 116). This structure, lying immediately west of the mouth of Harbor Brook, was designated A54. In consultations with Parsons and Public Archaeology Facility this anomaly was assigned to the Harbor Brook archaeological study being undertaken by PAF. 152 Figure 116. Photograph of A54 with the mouth of Harbor Brook to the left (LCMM Collection). 175
FINAL Phase IB Underwater Archaeological Resources Report for Onondaga Lake Superfund Site CONCLUSIONS Lake Champlain Maritime Museum (LCMM) concluded that the Phase 1B underwater archaeological research undertaken in Onondaga Lake demonstrated that several archaeological remains still lie on the lake bottom. Overall, these properties tend to be well-preserved, although many lie partly or largely buried below the lake bottom. The Phase 1B survey examined 60 anomalies of which 20 are recommended as eligible for the NRHP, while 18 were culturally derived features which are recommended as ineligible for the NRHP. Three of the anomalies were non-cultural, 15 remain unidentified, and four are identified but their NRHP status remains unevaluated. LCMM recommends the following approach and sequence of activities to comply with Section 106 of the National Historic Preservation Act. 1. Develop the remedial design for the sites in the Syracuse Maritime Historic District to minimize adverse effects (Fall 2011). 2. Develop the remedial design for A33 (buried canal boat) to avoid adverse impacts (Fall 2011). 3. Data Recovery on anomalies A1/A2 (Salina Pier), A4-1 (dump scow), A7 (pilings), A12 (spud barge derrick lighter), A45 (concrete breakwater), and A53 (canal boat) (summer 2012). 4. Mark anomalies A22 (Pleasant View Resort pier), A33 (buried canal boat), A20 (rock scow), and A13 (canal boat outside of remediation area) with seasonal float balls to assist in avoiding adverse impacts during the remedial work (prior to start of debris removal). 5. Tailor shoreline stabilization design to avoid adverse impact to A17-1 and A17-2 (spud barges) (Fall 2011). 176
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