2020-08-13_REVISION - M2018027

• Permit No: M2018027
• IBM Index Class Name: REVISION
• Doc Date: 8/13/2020
• Doc Name: Request for Surety Reduction
• From: Hunt Water, LLC
• To: DRMS
• Type & Sequence: SR1
• Email Name: ECS
• Email Name: MAC
• Media Type: D
• Archive: No

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CD NOTES:
65
t` 1. EXPLORATORY BORINGS AND WATER LEVEL
tr MONITORING WELLS WERE DRILLED AT v 12-13-17
3 BORE LOG LEGEND: _ _ LABORATORY TESTING: MEASURED
AND DATE
-� THE APPROXIMATE LOCATION SHOWN ON
o THE SITE PLAN. TH-10 _
DD-DRY DENSITY,pcf
TOPSOIL,SAND,MEDIUM BROWN WITH ORGANICS, OL-OH MC=MOISTURE CONTENT,% 2. MONITORING WELLS WERE DRILLED TH- -9 Mw 4
a (Lk. ) -200=%PASSING THE*200 SIEVE MARCH 20 AND 21,2018. \\ Mw 1 TH-11
2 LL=LIQUID LIMIT,% (INTERVAL OF BULK DISTURBED SAMPLE EEC-Bl TH-8 u
O 3. EXPLORATORY BORINGS WERE DRILLED ,
PI=PLASTICITY INDEX,%
_ CLAYSTONE: APRIL 2 THROUGH 5,2018.
GNP=GRANULAR NON-PLASTIC r 43
SAND: OMC=OPTIMUM MOISTURE CONTENT,% 5 CALIFORNIA OR STANDARD SPLIT EEC B2
HARD;SLIGHTLY SANDY TO SANDY;SLIGHTLY MOIST TO 4. LINES BETWEEN MATERIALS ARE T11-7 DESIGNED BY:A8 DATE:nnc xo.zo
H , MDD=MAXIMUM STANDARD PROCTOR SPOON SAMPLE,NUMBER 1 ,.
W LOOSE TO MEDIUM DENSE,LOCALLY DENSE;SILTY LOCALLY CLAYEY; MOIST;WEATHERED JUST BELOW OVERLYING SOILS; APPROXIMATE AND TRANSITIONS MAY BE ,
VERY FINE TO FINE GRAINED,LOCALLY MEDIUM GRAINED;SLIGHTLY DRY DENSITY. INDICATES THE BLOW COUNTS OF
W SLIGHTLY 70 MODERATELY PLASTIC,LOCALLY HIGHLY GRADUAL DRAM BY: 9(_ scALE,rs Novo
A 140-LB HAMMER ED TO LLI DRIVE
= MOIST BECOMING WET BELOW THE WATER TABLE;BROWN,TAN,BUFF PLASTIC,LOLL LIGNITE;GRADES TO SILTSTONE;GREY. EEC-B3 cHECKEO BY: y4_ As NorED
to 30-INCHES REQUIRED TO DRIVE .,
y (SM,SM-SC,SM-SP,SC). 5. GROUNDWATER LEVELS WERE MEASURED THE SAMPLER 1-FT. w
w 1 r NO.: 105.012.02
cm INTERLAMINATED CLAYSTONE AND SANDSTONE: FL THE TIME OF DRILLING AND WILL 2 DWG NAME4�I DHF Oonxg-tllr9
SAND: FLUCTUATE SEASONALLY AND WITH °•lA DWG
° HARD;SAND CONSTITUENT IS FINE TO MEDIUM GRAINED; PRECIPITATION AND LOCAL IRRIGATION. WELL SCREEN EEC-64 -6 y
LOOSE TO DENSE;LOCALLY GRAVELLY;MEDIUM TO COARSE INTERVAL
O SLIGHTLY MOIST;WEATHERED JUST BELOW OVERLYING TH
y GRAINED;SLIGHTLY MOIST BECOMING WET BELOW THE WATER SOIL;GREY TO LIGHT GREY. 6. BORINGS AND MONITORING WELLS WERE
=
TABLE;BROWN,GREY,PINK(SW,SP-SW). DRILLED WITH A TRUCK-MOUNTED 3
CME-55 DRILL RIG POWERING 8-INCH TH 6 MIN 5 EXPLORATORY
aJ / SAND: SANDSTONE: O.D.DIAMETER HOLLOW STEM AUGER. W 2 BORE LOGS
PACKER TEST INTERVALS WERE CORED 5 TH-4
LOOSE TO MEDIUM DENSE;CLAYEY,FINE TO MEDIUM HARD;LOCALLY SILTY AND/OR CLAYEY;SLIGHTLY MOIST; USING AN HQ3 CORE BARREL. RESULT PACKER TEST INTERVAL AND
2 GRAINED;SLIGHTLY MOIST BECOMING WET BELOW THE WEATHERED JUST BELOW OVERLYING SOILS;GREY TO RESULTS OR"NO TAKE"[F INDICATED. -
= WATER TABLE;BROWN(SC,SC-SM). LIGHT GREY.
O NORTH SHEET
VICINITY MAP
(NOT TO SCALE)
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