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PERMFILE40068
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PERMFILE40068
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Last modified
8/24/2016 10:43:07 PM
Creation date
11/20/2007 10:09:24 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981038A
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
Restoration of Essential Hydrologic Functions
Section_Exhibit Name
Alluvial Valley Phase II Report - Removed by MR108 6/29/04
Media Type
D
Archive
Yes
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n <br />L_J <br />U <br />~~ <br />GRAPHIC LOG SYMBOLS <br />i(C cusslFlcATaR srwoL <br /> o••o• <br />~o .e• <br />GW °•e .°e.° <br /> . <br />b p: o <br /> o p <br />bo 0 <br />GP o p o e <br /> e oo e <br />GM ' ~ °'' <br />GC o <br />d% <br /> • <br />~ <br /> ~yo <br />SW .' <br />SP <br />SM <br />' <br /> : /• <br />. <br />~i. ~, i. <br /> <br /> ~,~; r <br />ML <br /> <br /> <br />CL . ~ ~, <br />~ ~i <br />~ <br /> , <br />, , <br />/ / <br /> <br />OL <br /> <br />MN <br /> i~ i <br />CN ~~i <br /> , <br />ii, <br /> <br /> <br />OH <br /> <br /> <br />PJ Zr>a <br />'' <br />7~k <br /> ji %. <br />~t unu us[ uaro <br />-oR waRArosr <br />TEST CLAal1FIGAT 1011 <br />DENSITY AND CONSISTENCY <br />BASED ON <br />STANDARD PENETRATION TESTS <br />STANDARD PENETRATION RESISTANCE IS THE NUMBER <br />OF BLOWS REQUIRED TO DRIVE A STANDARD 2 INCH <br />O.D. SPLIT BARREL SAMPLER 12 INCHES USING A 140 <br />POUND HAMMER FALLING FREELY THROUGH 30 INCHES. <br />THE SAMPLER IS DRIVEN IB INCHES AND THE NUMBER <br />OF BLOWS IS REGARDED FOR EACH 6 INCH INTERVAL. <br />THE NUMBER OF BLOWS REQUIRED TO INCREASE <br />PENETRATION FROM 6 T016 INCHES CONSTITUTES THE <br />STANDARD PENETRATION RESISTANCE (N). <br />DENSITY OF GRANULAR SOILS CONSISTENCY OF COHESIVE SOILS <br />(FAIRLY RELIARE) (RATHER UNRE LIULEI <br />DESIGNATION BLOWS PER FOOT CONSISTENCY BLOWS PER FOOT <br />VERY LOOSE 0-4 VERY SOFT 0-2 <br />LOOSE 4-10 SOFT 2-4 <br />MEDIUM DENSE 10-30 MEDIUM STIFF 4-8 <br />DENSE 30-50 STIFF B-15 <br />VERY DENSE OVER SO VERY STIFF 15-30 <br /> HARD OVER 30 <br />DESCRIPTIVE TERMS <br />GRANULAR PORTION <br />0%- I5% TRACE <br />15%-30% SOME <br />30%- 50% USE SUBJECT MATERIAL AS MODIFIER <br />FlNE~aRAINED PORTION <br />0%- 5% TRACE <br />5%' 12% SOME <br />12`)'0' S0% USE SUBJECT MATERIAL AS MODIFIER <br />SOIL SAMPLING <br />SAMPLING SYMBOLS <br />STANDARD PENETRATION TEST <br />®--"11NDISTURBED° SAMPLE USING <br />TMIN-WALLED SAMPLEf2- <br />(~~SHELBY TUBE~~), <br />LOWER CASE USED FOR <br />vlauAL CLIRa1FICATIOM ®-~~UNDISTUR BED~~ SAMPLE USING <br />OTHER SAMPLER <br />® BAG OR BULK SAMPLE <br />FROM AUGER <br />KEY TO LOGS OF BORINGS <br />CORE RUN <br />PERCENT CORE RECOVERY <br />f RO.D (ROCK QUALITY <br />95 DESIGNATION-PERCENTAGE <br />67 - OF CORE RECOVERED IN <br />LENGTHS GREATER THAN <br />FOUR INCHES). <br />T <br />I PACKER TEST SECTION <br />I <br />I <br />152-MEASURED PEP.MEABILITY <br />I (IN FEET/YEAR,UN LESS <br />I <br />1 NOTED OTHERWISE), <br />GEO-HYDRO CONSULTING,INC. <br />
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