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Page 1 of 1 i
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vonHone, Amy �
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From: vonHone, Amy �
Sent: Wednesday, April 11, 2012 8:24 AM
To: 'Stephanie'
Subject: RE: 120 Springer Lane
You can use the adjusted water information from the most recent test hole. ',
A.
' Amy L.von Hone, R.S., C.H.O.
' Assistant Health Director -
� Yarmouth Health Department .
:.
_._._ . __.._ ,
From: Stephanie [mailto:stephanie@ryder-wilcox.com]
Sent: Tuesday, April 10, 2012 4:48 PM
To: vonHone, Amy
Subject: 120 Springer Lane
Hi Amy,
I have a question about the estimated high water level for 120 Springer Lane(Map 23 Pcl. 301). You witnessed a
test hole there last week.
Based on our mean sea level topographic plan, the observed water elevation is 4.7'. With the 2.5'adjustment
(MIW-29, Zone B)the estimated high water elevation is 7.2'. _
The 1999 test hole had an observed water elevation = 5.4'. With the 2.3' adjustment for that month, the estimated
high water elevation is 7.7'. NOTE- I adjusted the 1999 plan elevations to our datum using the top of foundation
elevation as a reference point.
Can I use the most recent estimated high water elevation for design purposes, or do I need to use the worst-case
estimation from 1999? For what it's worth, the property is at the edge of the"B"zone(see attached map). The A
zone adjustment for this month is 1.7'.
Thanks for you help,
Stephanie J. Sequin, P. E.
. ste�hanieCc��ryder-wilcox.com �
Ryder&Wilcox, Inc.
o Box 439 •
; S. Orleans, MA 02662 •
508-255-8312 x113
� fax 508-240-2306 �
I
4/11/2012
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