|
DW-02
<br /> 4,610 DW-01 G=S.a. . DW-03 DW-may 4,610
<br /> -- -200=4 G=0.2
<br /> 32. DW-07
<br /> 8 3.0 7 -2t-.s -- 200�7.7 -- 8 DW-06
<br /> 4.0 1 PI=S 4.0 LL=31 == DW-05 -- 20 G=10.6
<br /> 3/2/2020 PI=14 __ -- _
<br /> 4.600 e. 9.0 c=o.o _T ° Q SL 7 0 0.8
<br /> 0.1 7 c 1a.3. _
<br /> S=4.5 5 - ..... - S 46 0 �.6 - 4,600
<br /> 3/2/2026 9.0 8 200 95.5 3/2/2020 9.5 3/3/2020 6 °.. - 200=39.7 1 30 e..'. PI=13
<br /> LL=47 10.1 G=0.0 Q 1 7,0 LL=30 -
<br /> 12.0 15.0 r48 PI=21 0 2/27/2020 PI=14 2/28/2020 c=3s.1
<br /> 13.0 -2DD=93.3 �7/2020 a G 4
<br /> Q 35 16.0 Pi 6 Q s�i.� o -200�.5
<br /> Q.
<br /> 4.590 28 0, °q 42 24 e. _,6 Q e. 4,590
<br /> Q' 20 c'
<br /> Q Q. 42 Q. 32
<br /> 4.580 30 4'Q 45 48 80
<br /> e.. o
<br /> � e .
<br /> 52 0.
<br /> 1. e
<br /> $7 5=59.4 Q Q
<br /> 32.0 -200=12.0 ° Q 34 Q. ° 0 38
<br /> 33.5 7 19 37.0 15 °.Q
<br /> 4.570 12_ zoa97.1. _ 25 _ _ _ _ __ Q _ e.p __ - 35.0`. 4,570
<br /> - G=32.5
<br /> 1.2
<br /> 44.0 35 40 LL=57 S� . o
<br /> PI= e e
<br /> .Q -2D0=6.3 Q .Q. 12 16
<br /> 25 0 39.6 0
<br /> '� e
<br /> 4,560 _ _ _ __ _ _ _ _ _ __ _. Q: 22 . _ _ _ _ _ _ _ 41.5 _ _ _ _ o _ _ 4,560
<br /> 38 37 6 �
<br /> 17
<br /> O
<br /> i15 sa ' 36
<br /> -68
<br /> Q�
<br /> eQ
<br /> 4.55035
<br /> U 4,550 59:0 55.0
<br /> =s.s sz6.3
<br /> -Gsi 72
<br /> 50/5" G=o.D 62.0 -200=73.7 30 e 31s= 016 LL='
<br /> -2 64.5 PI=NP O
<br /> O i0=i71.9
<br /> 69.5 50/4" i4,540 P= 4.540 cmp
<br /> (D
<br /> W o o' 33
<br /> 4,530 ?.rQ .. e. 4.530
<br /> c' o
<br /> Q 79.0 50/3"
<br /> 85.0 e.Q 82.0 '
<br /> 4.520
<br /> 50/6" 84..3 _Sa4"._ 4,520
<br /> 86.0 50/6"
<br /> 94.81 5014" 90.2 50/3"
<br /> 90.0
<br /> 4,510
<br /> 93.0 4,510
<br /> j[
<br /> G=0.0
<br /> 5=1.0
<br /> 200=99.0
<br /> sas"
<br /> 9."^ 4.500 _ _ _ _ _ _ __ __ _ _. _ _ _107.0 _. 100.0 _ __
<br /> ROD=76%D
<br /> ..._ 4,5
<br /> a REC=90%
<br /> E
<br /> h K=2.25x10� ROD=68%
<br /> 2 4,490 REC.=96% 4,490
<br /> 119.0
<br /> s
<br /> 8
<br /> 4,480 _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
<br /> 4,480
<br /> E
<br /> 0 10, 20'
<br /> SCALE IN FEET NOTES.
<br /> BORING LOG LEGEND-LITHOLOGY 1. EXPLORATORY BORINGS WERE DRILLED ON 2/27/20 THROUGH 3/3/20,AND 5/4/20 THROUGH 518/20 USING A
<br /> SYMBOLOGY TRUCK-MOUNTED CME 75 DRILL RIG WITH A 4.25-INCH I.D.HOLLOW STEM AUGER.EXPORITORY BORINGS
<br /> © Overburden Soils:Clayey Sand/Sandy Clay locally with gravel,boss to medium dense,medium Sandy Claystone-Fresh:hard,slightly moist,dark grey,plastic(CL,CL-ML) DRILLED ON 9121/20 THROUGH 9/23/20(DW-19,DW-20&DW-21)WERE DONE USING HQ SOLID CASING. NO
<br /> stff to stiF,dry to sl ghtly moist,low to non plastic,brown(SC,SM,CL) SAMPLES WERE TAKEN BEFORE A DEPTH OF 69 FT. HQ CORING TECHNIQUES WERE USED FOR THE
<br /> ® Clay:stiff to very stiff,moist,grey to tan/orange,very high to low plasticity,locally Interbedded Sandstone-Weathered:poorly graded,dense to very dense,moist to wet,tan/brown with BOTTOM 10 FT OF DW-04&DW-08.
<br /> with fine sand(CH,CL) orange,non plastic,fine to medium grained(SP,SC,SM) 2. LINES BETWEEN MATERIALS REPRESENT APPROXIMATE BOUNDARIES BETWEEN TYPES AND TRANSITIONS
<br /> Clayey towith gravel(SC,SM)Sand:loose to medium dense,moist,tan/orange or Drown,non to medium plastic, Sifi MAY BE GRADUAL.
<br /> locally witstone-Weatheretl:tlense/hard,slightly moist to moist,orange with grey,low to non plastic 3. GROUND WATER LEVELS WERE MEASURED AT THE TIME OF DRILLING OR JUST AFTER COMPLETION ON THE
<br /> DATE INDICATED.GROUNDWATER LEVELS MAY FLUCTUATE SEASONALLY.
<br /> ® Clayey Sand/Sandy Clay with Gravel:generally poorly graded,medium dense to dense,stiff to Claystone-Fresh:very dense,slightly moist,grey to dark grey,plastic,local sandstone
<br /> hard,wet,tan,non plastic,fine gravel up to-4 cm(SC,SP-SC) . concretions(CH,CL)
<br /> Sand:poorly graded,with local gravel,loose to dense,moist to wet,tan to grey,(SP) . Sandstone-Fresh:poorly graded,dense to very dense,slightly moist to moist,grey to dark grey,
<br /> DELTA WATER STORAGE
<br /> non plastic,fine to medium grained(SP,SC,SM) REVISIONS SUMMARY LOGS OF EXPLORATORY BORINGS
<br /> Sand with Gravel:poorly graded,loose to dense,wet,tan,locally with clay(SP) . Sandy Claystone-Fresh:Dense to very dense,slightly moist,dark grey,plastic(CL,CL-ML) NO DESCRIPTION DATE BY DW-01 THROUGH OW-07
<br /> 1 30%REVIEW SET 5-e-20 BAR
<br /> Silt Sand:poorly graded,fine rained,medium dense,wet,non plastic SM Cemented Sandstone-Weathered:hard(very strop 2 60%REVIEW SET 7.21-20 SAR D E E R E & A U L T WDS..RPORT RD.,BLDG.A,SURE 2N
<br /> Y Po 9 P ( ) ( ry 9).slightly moist,grey,non plastic, LGaoearc co easo3
<br /> bioturbated to laminated,bivalve fossils present,fine to medium grained(SP) 3 90%REVIEW SET 9-7-20 SAR - TEL303A51.1K0 FAx w3-.we3
<br /> ® Claystone-Weathered:dense,slightly moist,yellowish grey,plastic(CH) . Sifistone-Fresh:very dense/hard,slightly moist to moist,light grey to dark grey,low to moderate 4 ADDITIONAL DRILLING 11-9-20 9SAR
<br /> DESIGNED BY: BAR APPROVED BY: SAR JOB 40. SHEET:
<br /> 5 FOR CONSTRUCTION 3-5-21
<br /> Plasticity,with local clay(ML) DRAWN BY: ITR DATE:MARCH 2O21 DA439017.00 3
<br /> CHECKED BY: CJH 1 SCALE:AS NOTED
<br />
|