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Home My WebLink AboutSWP2702149.1910 — W Z 20 -- Z 30 PB4 6/3/87 GRND ELEV 12.0 0 -- WA TER Gray/black, poor/y graded, fine 0 -- P-S - to medium sand SW- well graded sand _Brown, SM occasion a/ smal/ gravels -- CHANNEL BOTTOM 10 -- - Gray, fine grained, poorly 10 - SP - -- graded sand LF CHANNEL BOTTOM W SW- Gray, well graded, gra velly.41 SM sand 20-- 20 -- Z Z O � gw- _ Gray, sandy grovel with gm 5- 109 silt 30-- 30- 40 — 40 — REFERENCE.• Geotechnica/ Report Dakesda/e A venue The City of Renton by CH2M Hill 7187 GRND EL EV '6.0 - Topsoil SM- _ Bro wr,, silty Sand WA TER ML 50150 san d/fin es SP —Peal-brown, poorly graded fine sand - CHANNEL BOTTOM LF CHANNEL BOTTOM SW — Groy, well graded sand Gray, poorly graded, fine to medium sandy gravel REFERENCE- Geotechnica/ Report Oakesda/e A venue The City of Rer, ton by CH21V Hill 10 -- 20 Z 30 -- 40 -- PB6 GRND ELEV 15.0 Brown, p o only graded, silty �M — sand Brown, poorly graded, fine to SP — medium sand CHANNEL BOTTOM LF CHANNEL BOTTOM SW Grcy, well graded sand with _ grace/ to 1/2 " REf ERENCE: Geo technical Report Ookesdc/e A venue the City of Renton by CH29 Hi/I B-1 1018184 GRND ELEV 14.0 ML - Light brown very fin, e sandy Silt with a trace of organic matter SP — Dark brown very fine sand with a trace of silt '- CHANNEL BOTTOM -- LF CHANNEL BOTTOM SP — Block fine sand with a trace of silt SP — Black fine sand REFERENCE: Consultation Grady Way Box Culvert The City of Rer, ton by Geoengineers Incorporated ti 10 30 40 - G WA TER 10 — 30 --- 40 SOIL BORING LOGS 3 GRND ELEV 15.0' SM — Brown black, silty fine sand with gravel, woody organic matter and occasional asphalt Gray, silty fine to medium sand with occasional gravel B9 B�3 711187 712167 GRND GRND ELEV ELEV 10.0 15.0 - (�l SM — Brown 0 silty sand I I --- CHANNEL BOTTOM — LF CHANNEL BOTTOM Groy, well graded sand with salt REFERENCE: Geotechnical Report Ockesdole A venue The City of Renton by CH2M Hill 0 -- 10 — WA TER _ Groy, fine to coarse sand and gravel (loose to meal. dense, wet/ 20 --- SW- OCCOsion al lenses and pockets Of silt Z GW — and fine sand W 4 -- Grades to dense REFERENCE- Box Culvert SW 16th St. City of Ren ton Geoengineers, Inc. SOIL BORING LOGS 40 TH-1 6172186 GRND ELEV 10 -- WA TER 20 — Z O 30 40 — _ Tan, loose, fire to medium Silty sand ----- CHANIVEL BOTTOM -- LF CHANNEL BOTTOM Gray, medium to coarse, well graded sand RE.FE-PENCE: Geotechnica/ Report Oakesdole A venue The City Of Renton by CH2M Hill a-?I49/2 0 -- Very loose, red brown, mottled — Silty Sand — Loose to med. dense, gray, fine to coarse sand, little fire gravel 10 — — CHANNEL BOTTOM L F CHANNEL BOTTOM ~ W _ Medium dense, dark gray, fine to coarse sand Z 20 - Very loose to loose, dark gray, fine Z silty sand with lenses of wood and peaty material q Yea. dense to dense, dark gray, fine — to coarse sand, some fine to coarse gravel Very dense, gray, coed to coarse sand, some fine to coarse gravel, trace of silt in lenses 40 — REFERENCE. Geotechhnical Eva/uatior, S. R. 405 Box Culvert Anderson, Bjornstad, Kone, Jacobs, Inc. by Hong Consulting Engineers, Inc. TH-2 6172186 GRND ELEV 14.0' Loose, red brown, fine to medium sand _ Medium dense, gray, fine to coarse sand and fine gravel WA TER CHANNEL BOTTOM ---- - LF CHANNEL BOTTOM Medium de,-7se, dark gray, fine to medium sand REFERENCE.' Geotechhnical Evaluation S. R. 405 Box Culvert Anderson, Bjornstad, ,Kane, Jacobs, Inc. by Hong Consulting Engineers, lnc. r m 0 0 X W w °- F F Q a Q CO Q OI �I I m 0 0 w z 0 U cn a Q w 0 0 0 --- o � W W 0 H M� J V 0 0 O W OCO JW o v � W W Q J c� REVISION NO. DRAWNG NO. EESGR- 3 SHEET-1J OF 21