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200 W MARINE VIEW DR BAYWOOD Geotech Report 2025-08-11
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200 W MARINE VIEW DR BAYWOOD Geotech Report 2025-08-11
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Last modified
8/11/2025 11:40:28 AM
Creation date
8/11/2025 11:37:26 AM
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Address Document
Street Name
W MARINE VIEW DR
Street Number
200
Tenant Name
BAYWOOD
Address Document Type
Geotech Report
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— MIN ONO a a — r - I 1 MINI — — — — Inn iMIN <br /> File:J:1SEA11023361P411 0 23 3 6-P4 Test Pits dwg Date:05-16-2019 Author:JRS <br /> i NtNQ 4"""a'S 1.INC FT JOB NO: 102336-P4 DATE: 4-23-2019 LOCATION: Everett, Washington <br /> q#gT�CNMALlI fpp�p#kggtlil4. Gip#Urt r° <br /> LOG OF TEST PIT TP-1 PROJECT: Bay Wood Shoreline Restoration <br /> -a 0 `°m c a i Sketch of Northeast Pit Side Surface Elevation: Approx. Top of Bank <br /> SOIL DESCRIPTION 3 E a <br /> 0 c U Horizontal Distance in Feet <br /> 0 0 2 4 6 8 10 12 <br /> 0 <br /> Brown, Poorly Graded Sand with cu <br /> Silt(SP-SM); moist;fine to medium <br /> sand;trace to few rounded gravel. <br /> la <br /> 0 Gray, Poorly Graded Sand with Silt <br /> (SP-SM); moist;fine to medium o 2 <br /> sand;few gravels and subangular z <br /> to subrounded cobbles; 2"Metal <br /> Strap at 3'. <br /> C) Gray, Poorly Graded Sand with Silt `2' <br /> (SP-SM); moist;fine to medium <br /> sand;few wood pieces,typically>1' 4 <br /> long. <br /> 8 \\s„.....„ <br /> ar �x <br /> NOTES 10 <br /> rn <br /> m- • Pit set back 3'from top of bank. <br /> • Composited environmental Sample <br /> o ;•.) TP-1 (2.5 11.0). <br /> 0 <br /> 12 <br />
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