Notes
Outline
St. Andrews Church
Basement Water Problem
December14, 2008
What We Know
There are two possible  causes of water:
Ability to drain away downpours and heavy rain –    We have this problem
Comes in through leaks around window areas
Perhaps in other places
High water table - We don’t believe we have this problem
Test diggings did not detect water table 13 feet down
Main Runoff Area
Slide 4
Slide 5
Slide 6
Elevation Plan
What We Have Done So Far
Cleaned out Main Catch Basin
Approximately 3 feet of sediment at the bottom restricting drainage into soil
Catch basin can only absorb a fraction of design due to roots and silt
Conducted soil permeability test – Schofield engineer
Dug two test holes
Measured ability of soil to absorb water (16 inches of water per hour)
Looked for level of water table (none found down to -13 ft.)
Good news
Determined the volume of water that must be absorbed in a given time (2 yr, 10 yr, 25 yr and 100 yr storms per standard Framingham models)
Assessed the current design – less than 1/6 of what is required
Designed an upgrade to accommodate water from a 100 yr storm and be sustainable (with maintenance) for 50 years
Design Concept
Secondary Issue
Gutters, Downspouts and Extensions
Gutters generally OK (added gutters on front entry of Sanctuary)
Downspouts OK
Extensions
Many are bent etc. - unsightly
Require frequent repair
Need to design out
Design Broken Into Five Phases
Slide 12
Slide 13
Phases (cont.)
Slide 15
Slide 16
Slide 17
Summary