• 9/2/10 low tide beach width: 310'; Upcoming Tides

  • Community Mtg: 9/4/10 at 10AM; Agenda
  • Board Candidates
  • next Bd Mtg: 9/4/10 at 9AM
    both at St. Ann's Catholic Church
  • Password Info
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  • Rules and Regulations
  • Building Regulations
  • Real Estate
    Sales/Rentals
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  • Live Cam
  • Area Surface Water Runoff
    photos after August 2009 rainstorm
  • Informational Brochure
  • August 19 Community Tour summary
  • SWR home page
  • Drainage channel behind Seaside Village
    Water from the rear parking lot makes its way along 3 stone channels. These channels were installed about 4 years ago as a way to keep the mulch from washing into the road.
    Seaside Village Rear Parking
    Grass adjacent the east side of the fence keeps the parking lot from draining rapidly. It is not necessarily a bad thing that the runoff is slowed down in this fashion.
    Behind Seaside Village
    Due to an accidental dip in the asphalt of about 1/2", much of the runoff from Seaside Village's back parking lot makes its way across Beach Plum Road, and eventually into the ground or into our ditches, which ultimately feed into the Assawoman Canal (NOT towards the Anchorage Basin).
    Corner of Evergreen and Beach Plum
    Water ponds as it makes its way to DelDOT's drain near the Bennett Realty parking lot.
    Corner of Evergreen and Rt 1
    3" deep puddle develops because the grass height keeps water from instantly flowing into the surface drain (which is located just to the right of the Bennett Realty sign).
    Adjacent E. Evergreen Gate
    Water collecting just west of the highway gate. Five surface drains on the east side of Coastal Highway are located near the middle of each block
    E. Evergreen Gate Area
    Small swales at each side of this picture allow water to flow to the highway, while keeping the middle pathway from becoming submerged. MBA intended to install new landscaping in this area in April 09, but held off due to nearby construction of a new house and also to see what could be learned from the Runoff Assessment
    Errett Gate
    Ponding on the west side of the highway gate
    E. Errett Rd gate area
    A small swale has been dug near the left side of this photo, allowing surface water to get under the highway fence.
    Median Grate between Bayberry and Errett
    The fact that the concrete holding the steel grate is slightly higher than the surrounding catch basin is another accidental design that is a good thing.
    Median Grate near Addy
    Note that the accidental accumulation of dead grass keeps water from quickly entering the storm drains. Again, slowing down the water is not necessarily a bad thing, although counting on dead grass accumulation is not very reliable.
    Median Grate between Bridge and Errett
    More dead grass doing a good thing.
    Dune Rd near #39
    Water ponding on Dune Road, because it has no place to go.
    Dune Rd near #49
    Ditto
    Highway drain near Errett Shoulder
    Not terribly evident in this photo is the collection of needles/pinecones just beyond the drain pipe that is slowing down the runoff.
    Pinecone Dam near Errett shoulder drain
    Another view of the same thing
    Shoulder of Rt. 1 near E. Errett
    E. Addy Rd gate area
    East side of the gate, showing minor standing water adjacent the plantings (installed by nearby homeowners several years ago) at this gate.
    Rt 1 median at Bayberry
    Note the puddle in the grass between the wayway and turn area. There is no drainage pipe under this walkway, as there are at most other median crossings.
    E. Bayberry Rd Gate Area
    Major ponding, because the water has no place to go.

    Page and all photography thereon by David A. Wiecking
    This Page: http://www.middlesexbeach.org/swr/aug09.htm.
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