2017-08-15_REVISION - M2000041

• Permit No: M2000041
• IBM Index Class Name: REVISION
• Doc Date: 8/15/2017
• Doc Name: Request for Technical Revision
• From: Fremont Paving & Redi-Mix
• To: DRMS
• Type & Sequence: TR4
• Email Name: ERR
• Email Name: WHE
• Media Type: D
• Archive: No

S WR-3
EL=4538.76
4540 N:1581807.30 4540
E:3312488.83
SWR-4
EL=4534.60 SWR-6
N:1582734.52 EL=4533.43
4535 SWR-2 21 E:3312564.84 IN 1583705.75 SWR-7 4535
EL=4531.53 E:3313524.07 EL=4531.60
N 1581401.20 S WR-5
E:3313497.06 2.0 N:1583588.72
EL=4529.94 E:3314265 25 S WR_8 THM-8
EL=4529D
�-200=72 200=78 N 3312514.83 200=79 .15830385 IN1583247.62 4530
7 LL=48 E 3312514.83 U.B N:15B3038 59
4530 SWR-1 9.5 26 PI=23 PI-31 1,0 17 LL=38 E 3314301 26 E:3313069.01 THM-14
EL=4526.27 10.0 MC=17.1 MC=20.6 4.9 PI=21
N 1581256.17 DD=111.7 `S WR_9 EL=4525.8
E:3314379.27 22 12 p - 35 1 D EL=4525D5 IN 1580705,8750
_ IN 1582322.42 3,0 E:3314333,782
a�r25 - 11 E:3314328.26 O
1.9 14 7.0 4.0 .� 4525
8.0 11/12"
2.5
b.o 13 12.5 0 11.0 1a {-200=4 0' o
17.5 0 L 35-200=81 0 20/12"
4520 - _ G=46 �.: 1 27 - {PI=18
12.0 3 S=46 p„ o _q 4520
7.5 ., .b {-200=7 .� i,,6 19 13.0 18 18?12"
{-200=3 �.. G=48 14-tl © 7.0 0
-200=16 16 13 d 28
4515 0' - 'o - C' 4515
0 23 zb
o G=25 zv12" o
o_ 7 0; tr26i ! 22 1-200=4 o a 5-9-M o 1312"
4510 r P :o 18 : 27 -t,7 22 © O 17 O ,'O
16.0 4510
28 .n '0 22 14112"
1/tSlt=8 G=25 ..
22 p 28{-200=4 Q G 25 i W 6 :: 18 S=72
{5=72 lame {-200=4 vtz"
r :0 12511tfi 9: 26 `-200=3 t _ Q o 24 0
LL 4505 _ 23 30.0 O.: 22 © .�- Q; .:O o 4505 LL
ZO �o :o ..0 37 1/261= 6 Q 31/12" O Z
O
mis
w tams z1 G=26 Q : d. {r S=46 0 o zs 1z" >
w 4500 = O' 0/5" 79 0.• }(S=71 :'o l-200=1 zss o w
aos 1200=3 78 0:• o/s' 3/12" 4500
d 36 $=59 34.5 '-Q 0/6•' 32.0 36.5 38 31.0 p.. _o
30.5 -200=4
4495 15/5'• 150/4" 35.3 36 3/12"
3=37 44.4 U10/4 100/4' 00/5" © 4495
S=590 35.0 0/5"
100/4" 39.3�' 150/4" -200=4
Il 0/4" RQD=100 "a
MC=12.3 REC=100 34.0 0/6'
4490 DD=114.0 44.3 D/3" 39.3 77/3" 34s 013" 4490
1 DD/3.5" 100/6"
44.3 RQD=99 39.5
1002.5" REC=100
39.2 TL
4485 39.1
E 8 4485
RQD=100 RQD=0
E REC=100
'a 49.5 REC=100
1 4480
RQD=17
4480
s
REC=98
4475
RQD=60
W=5 4475
W-
46
Q 35
c�
W=3508
a
REC=100
N 4470
TL 4470
0 610' REC=100
RQD=92
4460 SCALE IN FEET 60.0 4465
LEGEND: NOTES:
® FILL.CLAY,MEDIUM STIFF TO VERY STIFF.LOCALLY SILTY,LOCALLY SANDY,DRY 5.0 APPROXIMATE DEPTH OF GEOLOGIC CONTACT 1. EXPLORATORY BORINGS SWR-1 THROUGH SWR-9 WERE DRILLED 1-25-16 TO 1-27-16 USING A
TO MOIST,MODERATELY PLASTIC,LOCALLY LOW PLASTICS,BROWN TO DARK I/y14 TRUCK-MOUNTED D-50 DRILL RIG.BORINGS WERE DRILLED WITH 3.25-INCH I .HOLLOW STEM
BROWN,GRAYISH BROWN.(CL,CH) = WATER ENCOUNTERED DURING DRILLING AND DATE MEASURED AUGERS.ADDITIONAL BORINGS
THM-8 8 THM-14 WERE DRILLED ON 5-9-06 DURING A FEASIBILITY INVESTIGATION AT THE SITE.
t; 23 STANDARD SPLITSPOON BLOW COUNTS. NUMBER("N"VALUE)INDICATES THE 2. ALL EXPLORATORY LOCATIONS WERE SURVEYED WITH A SUBMETER ACCURATE GPS.
2 ® CLAY:SANDY,SILTY.MEDIUM DENSE,LOCALLY DENSE,VERY FINE GRAINED,DRY NUMBER OF BLOWS OF A 140 LB.HAMMER FREE FALLING 30 INCHES REQUIRED
TO SLIGHTLY MOIST.BROWN,LOW TO MODERATE PLASTICITY,LIGHT BROWN.(CL) TO DRIVE THE SAMPLER 1 FOOT OR THE INDICATED INTERVAL.'WT-INDICATES 3. LINES BETWEEN MATERIALS REPRESENT APPROXIMATE BOUNDARIES BETWEEN
THE SAMPLER WAS DRIVEN 1 FOOT BY THE WEIGHT OF THE HAMMER ALONE. TYPES AND TRANSITIONS MAY BE GRADUAL.
ti SAND:LOCAL GRAVELS,LOCALLY SILTY,LOOSE TO MEDIUM DENSE,WELL 4. GROUNDWATER LEVELS WERE MEASURED AT THE TIME OF DRILLING.
GRADED,DRY,NON PLASTIC,LIGHT BROWN TO TANNISH PINKISH BROWN.(SW,SP) MONITORING WELL SCREENED
INTERVAL GROUNDWATER LEVELS MAY FLUCTUATE SEASONALLY AND DUE TO SITE MINING
s AND DEWATERING OPERATIONS.
E SAND.GRAVELY TO VERY GRAVELY,LOCAL COBBLES,VERY WELL GRADED.DRY TO 5. LAB TESTING: STONEWALL SPRINGS QUARRY3 WET.BROWN,PINK,TAN,GRAY.(GW,GP.SW,SP,SM) CORE INTERVALS(HQ) G=%GRAVEL BY WEIGHT
ROD=ROCK QUALITY DESIGNATION(%) S=%SAND BY WEIGHT
PACKER TEST INTERVALS A REC=RECOVERED CORE(%j -200=%BY WEIGHT PASSING THE N200 SIEVE(FINES) REVISIONS Summary Logs
© SHALE:FRESH.(MODERATELY WEATHERED WITHIN 6"NEAR BEDROCK/SAND 8 CALCULATED PERMEABILITY LL=LIQUID LIMIT r,r DESCRIPTION DATE BY y g arc
GRAVEL CONTACT)DRY TO SLIGHTLY MOIST,HARD PI=PLASTICITY LIMIT
(WEAK ROCK]PLATIS. K(CM/5) FOR CONSTRUCTION 322/i6 D
HORIZONTAL BEDDING,LOCAL MARINE FOSSILS,DARK GRAY.(CL) TL TL=TOO LOW TO MEASURE NP=NON PLASTIC c einc n s
(ASSUMED ix10-7 cm/sec) MC-%MOISTURE CONTENT E E R E & A U 1.T nwrrr co easaau�
UDCS=UNCONFINED COMPRESSIVE STRENGTH(PSI)=DRY DENSITY(PCF) ,_>ws •x :1e-
24.0 TOTAL DEPTH OF BORING(FT) DESIGNED BY DHF APPROVED BY DWD JOBNO.si asevSHEET.
DRAFT '
DRAWN BY: BDC DATE: 322/16 0212.010.00
CHECKED BY: DWD I SCALE AS NOTED