Laserfiche WebLink
Compliance <br /> STANDARD SYMEQU Closure, Inc. <br /> • Lid PenetrationSample drive hammer weight - 14Q pounds falling 30 Inches <br /> Blows required to drive sampler 1 foot are Indicated on the logs <br /> 0 Sal Sample Location <br /> Soil Sample Collected for Laboratory Analysis NOS No Odor or Sheen <br /> 0 No Sod Recovery <br /> SZ First Encountered Ground Water Level <br /> i Piezometnc Ground Water Level <br /> ® Disturbed or Bag Soil Sample, for logging purposes only <br /> 2 5YR 6/2 Sod color according to Munsell Soil Color Charts (1975 Edition) <br /> UNIFIED SOIL CLASSIFICATION SYSTEM comva.d by w Pipkin Univ of SovtrwnCaij"a <br /> MAJOR DIVISIONS GROUP TYPICAL NAMES <br /> SYMBOLS <br /> s <br /> GW W99-graded graveta Qn"-"r%d m xMNVS KU Or no M04 <br /> J c $ �$L7 GP Poorly graded graves grswFsand mtxtsxe Vico or nn Ms <br /> a <br /> LU <br /> E Ccc <br /> 7 � ra .2 a� � a � GPA Spry grovels 9raval-sand-sat mtxttxes <br /> z o #, GC Ctayw gravel& graysi-mnd-clay mix3xes <br /> SW Wall-gradad sands+Vve"y sand,kftie or no fkn" <br /> LU <br /> ¢ � <br /> SP Pty 3rty Graded sands,grstwfiy Uri",lit"or no fin" <br /> Z <br /> SAA Sktgr=n a,card-mit mtxau�cs ig <br /> so CJayey aw da,swxl-day lfd=rrw <br /> ML inorganic+fta and very ane arrds rok flour alfy Of <br /> V day"finis sands.or 0syey sift,w1th sttgM PWOcity <br /> CL V-rpanic clays of law to madtum p"5dty gravely days sandy days mfy <br /> ! Sys l—Clays <br /> E 2gG v } OL Cargrtic sift and orgo "clays or tow PWA*c ty <br /> � MH Ina9ar9c alt& mrcaosous or d40omacsow fine sandy or silty oats alasfsc <br /> oc: Z s <br /> z � <br /> � CH Wornank:clays of high plsstldty Ott Clays <br /> N � <br /> off organic clays of mmedlum to high phu" organic slits <br /> Fppfky organic soils P1 Peat and oVwr hW9y organic soA■ <br /> NOTES <br /> 1 Boundary Classnccation Soils possessing characteristics of two groups are designated by combinations of group <br /> symbols For example, GW-GC, well-graded gravel-sand mixture with clay binder <br /> 2 All sieve sizes on this chart are U S Standard <br /> 03 The terms 'sift'and'clay-are used respectively to distinguish nzatenals exhibiting lower ptasticrty from those with higher <br /> plasticity <br /> 4. For a complete description of the Unified Soil Classification System, &ee'Technical Memorandum No 3-357,'prepared <br /> for Office, Chief of Engineers. by Waterways Equipment Station. Vicksburg Mississippi, March 1953 <br /> (See also Data Sheet 17) <br />