- General Comments
- Site is located on the Old Eastern Marsh Trail bike path to the west of route 1. The site is accessible by parking at the Enpro services parking lot and walking to the north for approximately 1/4 mile.
- Operation Plan
- Yes
- Operation Comments
- The primary purpose of the tide gates was flood protection of upstream areas (e.g., Route 1 and associated businesses). There were water level sensors installed on posts with solar panels on the upstream and downstream portion of the berm. These monitoring stations were potentially logging life data via cellular modems and transmitting to the Town DPW to alert staff to close the tide gates in advance of a storm or when water levels reach a certain threshold.
- Gate Comments
- There were two identical tide gates at the site. Salisbury-01A was located to the north and Salisbury-01B was located to the south on the downstream side of the bike path berm. Both tide gates were metal combination sluice / flap gates (i.e., they could adjusted upwards or downward via a manual gear to enable full tidal flow or no tidal flow). Both tide gates appeared to be in good condition. The valve stem for each tide gate was visible via a clear marked PVC pipe, thus enabling a user to know the exact level of adjustment. At the time of the site visit, the tide gates were adjusted open 1’ and had a range of up to 3’.
- Elevation Comments
- Staining could not be evaluated on the upstream or downstream ends of the culverts – a gently sloping riprap embankment was present, so measuredowns and corresponding LiDAR spot elevations would not be able to be correlated. There were staff gauges installed on the upstream and downstream sides of the berm (datum and measurement units unknown). It appeared that the mean high water mark on the upstream side was approximately “12” and “20” on the downstream side. The invert of the tide gates was obtainable. The below lists the measuredown taken from the tide gate headwall to the invert corresponding top of headwall LiDAR elevation (NAVD88 datum).
1) TG Inv (D/S): Top of HW El (D/S) = 4.19’; Inv Measuredown = 7.00’; TG Inv = 7.74’ – 12.2 = -2.81’
- External Data Comments
- US ACOE CENAE-R-2011-1402 Permit with Draft Operation and Maintenance Plan (signed) 5.10.2012
US ACOE CENAE-R-2011-1402 Modification 10.31.2014
Chapter 91 License W12-3660 Application 8.6.2012
Chapter 91 License W12-3660 License No. 13350 10.3.2012
MA DEP 401 WQC X250782 7.16.2012 (Permits)
MA DEP 401 WQC X250782 Amendment 1 NAE-2012-1402 X251806 5.6.2014 (Permits)
MA BUAR Comment Letter 12.29.2011 (Other)