HomeMy WebLinkAboutWater ReportSpencer Thompson, E.I.T.
January 20, 2003
Page 2
Storm Event
(Year)
Runoff
(cfs)
Depth of
Flow
(in.)
2
5.41
1.75
5
6.58
1.99
10
7.38
2.15
25
8.43
2.35
50
9.53
2.56
100
9.95
2.63
Based on the above flows, the depth of the water coming out of the driveway will have little
effect on Victoria Avenue.
Refer to the Site Plan for the proposed grading of the development.
If you have any questions or need any additional information, please do not hesitate to
call.
Sincerely,
ASH & B OW E EN NEERING, INC.
�E OF T��� \�
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.......: *,
�. �; DALE 13ROWNE J1 ..
Dale Browne, Jr., P.E. �,•'•. 81890
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