Laserfiche WebLink
33.0 <br />ST -7 1.7 Push <br />35.0 35.5 <br />01. 40.0 <br />40.0 <br />41.5 S-8 1.0 26-36-46 <br />1621 <br />SANDY 'SILT. (ML),I'ale yeilnw,Shbrnw':. <br />moist, very stiff. u,i.reasing larn1 conlei:t <br />with rleDlh <br />PCIORLY-GRAUECI SANG. (SH. h,J1,1 ubv•- <br />gray. moist. ve'y r]enSr'. fine Ut n;r,Jnta; <br />grainy?,] ;Anil. rm,n:arenu5. <br />45.0 45.0 -- SIMILAR TO ABOVE. (SP) <br />22-24-35 <br />S-9 1.0 ( <br />46.5 59) <br />50.0 50.0 -- SANC!`"•LEAN (:LAY. (CLL''..9rk <br />htnwr,. mnisl. haul. Idle In i.n%+' :? :yin•, <br />1 S7-10 1.0 Push <br />52.5 <br />0 <br />55 <br />55.0 . WELL - hkADEL SAND. tS]•:►..].�'k <br />Ltr2 <br />4-29-34 hr(two. mn,sl. vett' Oen5e• 11"t?!r: <br />5-11 0 G II.iI <br />Urdlet notes softer material at <br />32.0-34.5 feet. Pushed ST -7 . <br />350-400 Psi <br />f'f' = 3.0-4.0 Isl <br />[Inner notes'ncteaseo <br />:Irrngthhlens,ly at 3z.5 feel <br />Ci -mot nn;es cna'st'ANIK <br />Nolr%rl loss of wale' y <br />[11111PI notes Some lines at <br />46.0-46.5 feet <br />[Irdlrt notes increase(] fines ai <br />49.0-50.0 feet. stiff ()tilting <br />"Puihr_d ST -10 at 400 PSt. Ielu• <br />at 600 O,t <br />PP .- 4.5 Ist <br />Chiller notes what appears to'. <br />r_emr_nleil sand at 54.0 feet <br />t <br />1 <br />PROJECT NUMBER <br />BORING NUMBER <br />5AC315B3.AC.ZZ_ <br />BH -I <br />SHEET 2 OF 4 <br />SOIL BORING L_OG <br />s <br />PROJECT Forward Landfill <br />f <br />LOCATION SI(,rktnr% CA <br />ELEVATION APDroximately 39 feet <br />DRILLING CONTRACTOR Pitcher Cnann.T CpmDanY <br />DRILLING METHOD AND EQUIPMENT 4-7/8" Rotaty wash - Failing 750 <br />Not Measured <br />START 4129192 FINISH 4/219/92 <br />LOGGER K. Gaily <br />NATER LEVELS <br />SAMPLE <br />STANDARD <br />SOIL DESCRIPTION <br />COMMENTS <br />PENETRATION <br />o <br />W <br />o <br />TEST <br />RESULTS <br />SOIL NAME. USCS GROUP' SYMBOL. COLOR. <br />�, <br />DEPTH OF CASING. DRILLING Re <br />my <br />> <br />Qo <br />W <br />MOISTURE CONTENT. RELATIVE CIENSIT`" <br />[TRILLING FLUID LOSS <br />• <br />xa <br />cc <br />W <br />> <br />OR CONSISTENCY. SOIL STRLICTt.IRE. <br />TESTS AND INSTRUMENTATION <br />r- r,. <br />a ¢ <br />W <br />W m <br />CL <br />� <br />0 <br />w <br />6 - 6' _6* <br />(N) <br />MINERALOGY <br />WD <br />O V7 <br />- <br />r <br />y -Z <br />uta <br />30.0 <br />CLAYEY SAND: (SC). yellowish tanwn. <br />PP ` 4.5 lsf <br />S-6 <br />1.0 <br />29-31-35 <br />moist. hard. fine to medium 13r.4ined San-: <br />(b�1 <br />31.5 <br />33.0 <br />ST -7 1.7 Push <br />35.0 35.5 <br />01. 40.0 <br />40.0 <br />41.5 S-8 1.0 26-36-46 <br />1621 <br />SANDY 'SILT. (ML),I'ale yeilnw,Shbrnw':. <br />moist, very stiff. u,i.reasing larn1 conlei:t <br />with rleDlh <br />PCIORLY-GRAUECI SANG. (SH. h,J1,1 ubv•- <br />gray. moist. ve'y r]enSr'. fine Ut n;r,Jnta; <br />grainy?,] ;Anil. rm,n:arenu5. <br />45.0 45.0 -- SIMILAR TO ABOVE. (SP) <br />22-24-35 <br />S-9 1.0 ( <br />46.5 59) <br />50.0 50.0 -- SANC!`"•LEAN (:LAY. (CLL''..9rk <br />htnwr,. mnisl. haul. Idle In i.n%+' :? :yin•, <br />1 S7-10 1.0 Push <br />52.5 <br />0 <br />55 <br />55.0 . WELL - hkADEL SAND. tS]•:►..].�'k <br />Ltr2 <br />4-29-34 hr(two. mn,sl. vett' Oen5e• 11"t?!r: <br />5-11 0 G II.iI <br />Urdlet notes softer material at <br />32.0-34.5 feet. Pushed ST -7 . <br />350-400 Psi <br />f'f' = 3.0-4.0 Isl <br />[Inner notes'ncteaseo <br />:Irrngthhlens,ly at 3z.5 feel <br />Ci -mot nn;es cna'st'ANIK <br />Nolr%rl loss of wale' y <br />[11111PI notes Some lines at <br />46.0-46.5 feet <br />[Irdlrt notes increase(] fines ai <br />49.0-50.0 feet. stiff ()tilting <br />"Puihr_d ST -10 at 400 PSt. Ielu• <br />at 600 O,t <br />PP .- 4.5 Ist <br />Chiller notes what appears to'. <br />r_emr_nleil sand at 54.0 feet <br />t <br />1 <br />