HomeMy WebLinkAboutMiscellaneous - 29 COLONIAL AVENUE 4/30/2018 (6)HAYES ENGINEERING, INC.
603 SALEM STREET
J(DB FILE WAKEFIELD, MA 01880 FORM I I - SOIL EVALUATOIZ po
(617) 246 -MO RA
FAX.(617) 246-7596
Pa6fle 3 of 3
Location Address or Lot No. DITAPPRO%1.1) FOP --,I, 12j()7!1 -
Determination sonal
for Sea w T Table
�fth Watei —,
Method Used:
El Depth observed standing in observation hole VOV-( inches
El Depth weeping from side of observat' on hole inches
El Depth to soil mottles 0&'V -'-inches
El Ground water adjustment . feet
Index Well Number
Adjustment factor
Reading Date Index well level
Adjusted ground water level
Depth of Naturally Oc.curring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system?
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that on Nov. 1994 (date) I have passed the soil evaluator examination
approved by the Department -6-f Environmental Protection and that the above analysis
was performed by me consistent with the required training, expertise and experience
described In 310 CIVIR 15.01
0'
Signature -0, ate
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5 TRUC TURE -
coarse saw
w7d,
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Joas
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fine sand
stony Joa&
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fine
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find
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silty Cloy loam
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sandy loam
sandy CJsy Jo
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angular bioc*.r
"J— S—Y 140'.
--- sJ
Stony Clay Jos.
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loose
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fine
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"ny
coarse
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