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Home My WebLink AboutD-214912REFERENCE: Geotechnical Report Ockesdo /e Avenue The City of Renton by CH2M Hill 813 P84 7/2/87 6/3/87 40 GRND ELEV 40— ELEV 15.0 REFERENCE: Geotechnical Report 12.0 SM 0 — WATER P —S — Gray /black, poorly graded, fine sand ti SW — to medium sand — Brown, poorly graded, fine to SW— Brown, well graded sand medium sand CHANNEL BOTTOM SM _ occcs✓oncl small groveis LF CHANNEL BOTTOM 10 -- CHANNEL BOTTOM 10 — SP _� — Gicy fine grained, poorly _ grace/ to 112" = 20— graded sand with sill ti LF CHANNEL BOTTOM .. SW— _ Gray, well graded, gravelly by CH2M Hi// SM sand 20— W O _ silty sand with lenses of wood and 30— W SOIL BORING LOGS O gw— _ Gray, sandy grave/ with to coarse sand, some fine to coarse gm 5 -10% silt 30 — REFERENCE: Geotechnical Report Ockesdo /e Avenue The City of Renton by CH2M Hill 813 PB6 7/2/87 GRND 40 EC EV ELEV 40— 15.0 REFERENCE: Geotechnical Report 0 — SM i Brown, poorly graded, silty 0 — sand ti SW — SP — Brown, poorly graded, fine to 10 — WA TER medium sand CHANNEL BOTTOM 20— graded sond LF CHANNEL BOTTOM 10 SW f Gray, well graded sand with - - SW — _ grace/ to 112" = 20— _ with sill ti by..CH2, Hill .. W — by CH2M Hi// 30— Very loose to loose, dark gray, fine REFERENCE: Geotechnical Report Ockesdo /e Avenue The City of Renton by CH2M Hill 813 B9 7/2/87 7/1/87 40 EC EV GRND 40— ELEV REFERENCE: Geotechnical Report 10.0 REFERENCE Geotechnical' Report 0 — ti SW — SM — grow,' silty Eand CF CHANNEL @OTTOV WA TER Ookesda/e Avenue 20— graded sond CHANNEL BOTTOM 10 -- - LF CHANI ✓EL BOTTOM - - SW — Gray, well graded sand W _ with sill W by..CH2, Hill .. 20 — by CH2M Hi// Very loose to loose, dark gray, fine W O _ silty sand with lenses of wood and 30— peaty material REFERENCE: Geotechnical Report Ockesdo /e Avenue The City of Renton by CH2M Hill 813 4u — 7/2/87 GRND 40 EC EV GRND 40— 0 — REFERENCE: Geotechnical Report Tor„ loose, ire to meth, REFERENCE Geotechnical' Report silty sand I a — WA TER ti SW — Ockesddle Avenue -- CF CHANNEL @OTTOV _ Ookesda/e Avenue 20— graded sond Loose to med dense, gray, fine 10 The City of Renton to coarse sand, little fine gravel - - The City of Renton W _ LF CHANNEL BOTTOM - by..CH2, Hill .. = 20— .- by CH2M Hi// Very loose to loose, dark gray, fine _ silty sand with lenses of wood and O peaty material SOIL BORING LOGS Med. dense to dense, dark gray, fine B17 — — to coarse sand, some fine to coarse B -1 medium sand gro vel Very dense, gray, med to coarse sand, 7187 _ some fine to coarse gravel, trace of 1018184: silt in lenses 40— GRND GRND GRND ELEV ELEV ELEV 0 — 16.0 14.0 15.0' ' — Topsoil 0 — ML `..with - Light brown very fine sandy silt 0 — Brown block,. silty fine sand with SM — Brown, silty sand a trace of organic molter SM — .gravel, woody organic matter and WATER ML ML 50150 sond /fines SP _ Dark brown very Ane sand with asphalt SP _ Red brown, : poorly graded fine sand — a trace of silt CHANNEL BOTTOM S.M — Groy, silty fine to medium sand with 10 — 10— — LF CHANNEL 8OT7-0M 10 — occasional grovel CHANNEL BOTTOM SP — Black fine sand with a trace of silt Gray, line to coarse sand and grovel W LF CHANNEL BOTTOM tW Q. W _ (loose to med. dense, wet) 20— SW — Gray, well graded sand = 20— SP — Block fine sand 20- - Z ti SW— Occasional lenses and pockets of silt GW —: and fine sand 30- 30— Gray, poorly graded, fine to - Grades to dense medium sandy grovel. - 40— -.. 40 —. - 40— REFERENCE, Geotechnical Report REFERENCE: Consultation REFERENCE'Box Culvert.SW. 16th St. _ Oakesdole Avenue - Grady Way. Box .Culvert City of Renton '.. - The City of Renton The City of Renton - - - Geoengineers, Inc. by CH2M Hill by Geoengineers Incorporated SOIL BORING LOGS s"M►jo - j� —jik9 REFERENCE: Geotechnical Report Ockesdo /e Avenue The City of Renton by CH2M Hill 813 TH -1 7/2/87 GRND EC EV GRND 5. 0 0 — Tor„ loose, ire to meth, SM - -- silty sand I a — WA TER ti SW — CHANNEL. BGTTOIV -- CF CHANNEL @OTTOV _ Croy, medium to coarse, well 20— graded sond O 30 — 40 — REFERENCE, Geotechnical Report Ookesdale Avenue The City of Renton by CH2M Hill D t,. 24,44 9102 REFERENCE' Geotechhnical Evaluation S.R. 405 Box Culvert Anderson, Blbmstcd, Kane, Jacobs, Inc. by Hong Consulting Engineers, Inc. TH -1 6/12/86 GRND ELEV 15.0' 0 — Very loose, red brown, mottled _ silty sand _ Loose to med dense, gray, fine 10 _ —WATER to coarse sand, little fine gravel Medium dense, gray, fine to CHANNEL BOTTOM W coarse sand and fine gravel LF CHANNEL BOTTOM - Medium dense, dark gray, fine = 20— — to coarse sand Very loose to loose, dark gray, fine _ silty sand with lenses of wood and O peaty material Med. dense to dense, dark gray, fine 30 — — to coarse sand, some fine to coarse — medium sand gro vel Very dense, gray, med to coarse sand, _ some fine to coarse gravel, trace of silt in lenses 40— REFERENCE' Geotechhnical Evaluation S.R. 405 Box Culvert Anderson, Blbmstcd, Kane, Jacobs, Inc. by Hong Consulting Engineers, Inc. REFERENCE: Geotechhnicoi Evaluation SR. 405 Box Culvert Anderson, Bjomstad, Kane, Jacobs, Inc. by Hong Consulting Engineers, Inc F ' a i h Q I i i u G a a w N O (� H V O �O "1 h W � U W U W z 0 E- w z 0 U R-� H' 1� U 0 E-+ Z W E- W Q h J V ®.) REVISION ND. DRAMNG ND. ESGR -3 'i EET / �/ 9OF 21 an I I yt. TH -2 6/12/86 GRND ELEV 14.0' 0 — Loose, red brown, fine to _ medium sand Medium dense, gray, fine to _ coarse sand and fine gravel 10 — CHANNEL BOTTOM WATER LF CHANNEL BOTTOM Medium dense, dark gray, fine to 2 20— — medium sand h W O 30 — 40 — REFERENCE: Geotechhnicoi Evaluation SR. 405 Box Culvert Anderson, Bjomstad, Kane, Jacobs, Inc. by Hong Consulting Engineers, Inc F ' a i h Q I i i u G a a w N O (� H V O �O "1 h W � U W U W z 0 E- w z 0 U R-� H' 1� U 0 E-+ Z W E- W Q h J V ®.) REVISION ND. DRAMNG ND. ESGR -3 'i EET / �/ 9OF 21 an I I yt.