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TP-6 TP 7 G=0.4
<br /> Sz6
<br /> 4,609 ... __ _ -200=36.9. ..... 4,609
<br /> BORING LOG LEGEND- LITHOLOGY
<br /> LL=-
<br /> __ 0.5 PI=NP
<br /> 4,608 TP-t o =34% 4,608 SYMBOLOGY
<br /> TP-5. _ G-0.3
<br /> 8=5o.3 Overburden Soils:Clayey Sand/Sandy Clay locally with gravel,loose to medium dense,medium
<br /> - -200--49.4 stiff to stiff,dry to slighty moist,low to non plastic,brown(SC,SM,CL)
<br /> -- PI=NP
<br /> Clay:stiff to very stiff,moist,grey to tantorange,very high to low plasticity,locally interbedded
<br /> to
<br /> 4,606 TP-3 .TP-0. t5 3.0 .. ............. with fine sand(CH.CL)
<br /> zz - 4,606
<br /> z5- TP 2 locally gravel( ) medium dense,mots Nor g or brown,non to medium plastic,
<br /> TP-e Clayey to Silly Sand:loose to e moist,to an e "m la
<br /> 4,605 .. .:" ... .r .Q _ 4.0 . _ 4,605 ca I with ra el C,SM
<br /> to - -
<br /> __ os Clayey SandtSandy Clay with Gravel:generally poorly graded,medium dense to dense,stiff to
<br /> hard wet,tan,non plastic,fine grew]up to-4 cm(SC,SP-SC)
<br /> 4,604_ ,;. ......... .Q ___... ..d 4,604
<br /> Sand:poorly graded,with local gravel,loose to tlense,moist to wet,tan to grey,(SP)
<br /> C _
<br /> Sand with Gravel:poorly graded,loose to dense,wet,tan,locally with clay(SP)
<br /> 4,602 .... .. ...... ra_ ;..... ... 4,602
<br /> 4:0
<br /> e:Iy.
<br /> V&W20 .
<br /> Silly Sand:poorly graded,fine grained,medium dense,wet,non plastic(SM)
<br /> p > N
<br /> :�4.601 a:0 .
<br /> .d.. .. ..0 arcvzozo.4 0U.. 4,601 d
<br /> p Claystone-Weathered:dense,slightly moist,yellowish grey,plastic(CH)
<br /> 4,600
<br /> N .. Sandy Claystone-Fresh:hard,slightly moist,dark grey,plastic(CL,CL-ML)
<br /> LU "'Q. 910.0 ..' 9
<br /> N
<br /> 4,599 �, Y_ ..., 0 aa2w0.. ... :a 4,59
<br /> .•'. ard2020 . ' Y70.5' Sandstone-Weathered:poorly graded, very dense,moist to wet,tan/brown with
<br /> a ViDo 75 uw2azo a Sandstone-Weather ed,dense to nse a
<br /> "" orange,non plastic,fine o medium grained(SP,SC,SM)
<br /> a 2020 SiBstone-Weathered:dense/hard,slightly moist to moist,orange with grey,low to non plastic
<br /> 4,597 ` _...... _ awzozo
<br /> �- 4,597
<br /> . Claystone-Fresh:very dense,slightly moist,grey to dark grey,plastic,local sandstone
<br /> 4,596 .. 4,596 concretions(CH.CL)
<br /> tzd
<br /> . Sandstone-Fresh:poorly graded,dense to very dense,slightly moist to moist,grey to dark grey,
<br /> non plastic,fine to medium grained(SP,SC,SM)
<br /> . Sandy Claystone-Fresh:Dense to very dense,slightly moist,dark grey,plastic(CL,CL-ML)
<br /> 4,594 912.o ::... _... .. 4,594
<br /> aer2020 Ceented Sandstone-Weathered:hard(very strong),slightly moist,grey,non plastic,
<br /> 4,593 4,593 biotumrbated to laminated,bivalve fossils present,fine to medium grained(SP)
<br /> SlkstOne-Fresh:very dense/hard,sightly moist to moist,light grey to dark grey,low to moderate
<br /> 4,592 170__..._. 4,592 . Plasticity,with local clay(ML)
<br /> r
<br /> E 4,591 4,591
<br /> 0 2' 4'
<br /> 8 SCALE IN FEET
<br /> NOTES LABORATORY TESTING
<br /> 1. EXPLORATORY TEST PITS WERE EXCAVATED ON 416/20 AND ON 4/920 USING A CASE 58ON RUBBER TIRED HOE. Mc= Moisture Cordent
<br /> 2. ALL BORINGS WERE LOCATED USING THE ARCGIS COLLECTOR CELL PHONE APPLICATION ON 416120 AND 419120.ALL POINTS ARE DO= Dry Density
<br /> G= %Gravel By Weight
<br /> 9 RECORD IN NADBETWEEN
<br /> MAT RIALS RDO STATE PLANE NORTH. S= %Sand By WeigM
<br /> % 3. LINES BETWEEN MATERIALS REPRESENTAPPROXIMATE BOUNDARIES BETWEEN TYPES AND TRANSITIONS MAY BE GRADUAL. -200= %By weight Passing the#200 sieve(Fines)
<br /> 2 4. GROUND WATER LEVELS WERE MEASURED AT THE TIME OF EXCAVATION.GROUNDWATER LEVELS MAY FLUCTUATE SEASONALLY. LL= Liquid Limu
<br /> PI= Plasticity Inde•,"NP"=Nonplestic Material
<br /> (Other)=Any Other Tests Performed on the Material
<br /> Mp
<br /> 3
<br /> e
<br /> E
<br /> DELTA WATER STORAGE
<br /> s REVISIONS
<br /> NO. DESCRIPTION b7-21
<br /> By SUMMARY LOGS OF EXPLORATORY TEST PITS
<br /> 1 30%REVIEW SET EAR
<br /> 2 60%REVIEW SET SAR D E E R E & A U LT a00 s..RPORT RD.,BLM.A,SURE 20s
<br /> LONCMONT.DO a0503
<br /> 90%REVIEWSET SAR TEL303b51.1•eB F"W3.651.1ADDITIONAL DRILLING SAR JOB NO. SHEET:
<br /> FOR CONSTRUCTION SAR SIGNED BY: SAR jAATR-0=.
<br /> PPSARDRAWN BY: ITR 2O21
<br /> DA439017.00 6
<br /> CHECKED BY: CJH SCALE:AS NOTED
<br />
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