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B-305 <br /> LOG OF DR <br />LL <br />GEI Consultants, IriC. I <br />HOLE pgGc': 1 OF 1 <br /> oaTE: 6~terol I Srlarol <br />PROJECT NAME :Hazeltine <br /> LEGEND <br />PROJECT NUMBER : ~111d t) SLOWS ?ERo IN.-140 LB. HAMMER FALLING 30 IN. TO DRIVE A <br />-280' frcm South ECge Cf Hazelbne ~tt 2.0 IN. 00 SPLIT SPOON SAMPLER <br />BGRING LOCATION : z) ?EN -PENETRATION LENGTH OF SAMPLER OR CORE BARREL <br />GROUND SURFACE ELEVATION (NGVD - F-n'~030.8' J) REC -RECOVERY LENGTH OF SAMPLE <br />GROUNDWATCR cLEVATION :=QQ4~ OA T c S't 8/01 <br />' ` S - SP! IT SPCON SAMPLE 2.0 in. dia OF -FIXED PISTON <br /> CS -SPLIT SPOON SAMPLE 2 tl2 in. dia. ST -SHELBY TUBE <br />DRILLED BY : Goodson 3 Associates <br /> GROUNDWATER z ESTIMATED GROUNDWATER a <br />LOGGED 9v: CKM TOTAL DEPTH(F~: 31 <br />NOTES: <br /> MPLE <br />S <br />DEPTH c <br />1YP_ t - BLOwS 2 - 3 - RE31?.RKS E' SOIL AND RCCK DESCRIPTIONS <br /> <br />FT. I <br />c cr <br />and P,.R PAN R.... 1 <br /> 1 <br />N0. 61N. N. IN. ` <br />25 <br />~ _ <br />130 I <br /> o- 3. 2, 3. 3 2a 23 ~ - S-1: L°AN OLAY WITH SAND. Mostly low plastic fines; approx. 15°,'o sand, <br /> :~ 5ne grained, subrcunded to subangular, same gravel, maximum size 3/a'; <br /> ~~ ~~ score crganics; medium stft, slightly moist, dark gray. (CL) [Passible Fill] <br />I <br />i t <br />' <br />" 2. 1, 2. 2 24 20 j .I 5 2: Similar to 5-t. <br />~ r. <br /> >7 2.1.2.2 2a t9 ~ :; S-3: Similar to S-1. <br /> %:i <br />-i ~ <br />~-~ <br />2. 3. 3. 3 <br />Z4 <br />2a ~ <br />~ <br />5-: !EAN CLAY, similar to S-t, except <10°'a sand. (CL) [Possible Fill] <br />~ j <br />~~,1 <br />_ <br />: I <br /> <br />'- <br />2, 2. 3, 2 <br />2a <br />24 <br />'r.:; S-5: Similar to S-t. <br /> <br />~ %.'] <br />%:. <br /> 2, 3, 2. d 24 23 /• 7 S-6: Similar to S-1. _ <br /> ~i <br /> ~•I <br />I <br />i t t <br />3 <br />2 <br />2 2d 23 ~ •~ S-': Similar to S-t. <br /> , <br />. <br />. L:! <br /> <br />- i:~ <br />I I <br />a <br />2. 4, 5. ~ <br />2a <br />2a <br />7.:; S•d: Simdiar to S-1. <br /> <br /> <br />_ is <br />, <br /> <br />- <br /> <br />;. <br />2. 3. 3. 5 <br />2a <br />tg <br />~ ~ S->: Smdar ;o S-1. <br />~ /•I <br /> a 6, 11, 2a. 2a 12 5-10: NARROWLY GRADE? SAND. Mostly sand, fine td medium grained. _ <br />~ <br /> ag <br />- Tcc :r sac ;corcurced to subangular, <5°< gravel. fine to coarse grained, subangular: <br />~ i ID='= I ~ <y; 5nes: meCium dense, wet, brown. (SP) <br /> <br />~ oast s ~ <br /> I <br />78. 50,1' <br />t6 <br />B an~ar; - <br />~ S-' t: CLAY570NE. Mcstly low plasGC fines; some lignite: slightly weameree, <br /> <br /> <br />! <br />I <br />~ <br />i <br /> <br />I ciccky. dnttle~fnaole, slightly moist. dark gray. - <br />I - <br />i - <br />