Text

Forwards Soil Backfill Testing Program, Vols 1 & 2,GA File 81-605,summarizing Results of Test Program & Conclusions Re Suspected Deficiency in Soil Backfill.Effects of Soil on safety-related Utils & Structures Acceptable
	ML17276A460
Person / Time
Site:	Columbia
Issue date:	12/15/1981
From:	Bouchey G; WASHINGTON PUBLIC POWER SUPPLY SYSTEM
To:	Schwencer A; Office of Nuclear Reactor Regulation
Shared Package
ML17276A465	List: GO2-81-527, Forwards Soil Backfill Testing Program, Vols 1 & 2,GA File 81-605,summarizing Results of Test Program & Conclusions Re Suspected Deficiency in Soil Backfill.Effects of Soil on safety-related Utils & Structures Acceptable; ML17276A470;
References
	GO2-81-527, NUDOCS 8112210414
	Download: ML17276A460 (181)
	v • d • e

REGULATOR INFORMATION DISTRIBUTION <<S TEM ('RIDS)

~ OCBSSION NBR:8112210014 DOC ~ DATE: 81/1?/1.'5 NOTARIZED:

NO DOC<ET FAGIL:50 397 1'<<PPSS Nuclear'roject E Unit 2~ Nashington IPubl ic Powe 05000397

'AUTH~ NAME AUTHOR AFFILIATION BOUCHEY<G.O,

'Kashington Public 'Power Supply 'System "REJC IP s NAME RECIPIENT AFF IL'IATION

<<SCHKENCEREA ~

Licensing Branch 2

Qvr ~a

SUBJECT:

For wards "Soil Backfi 1

1 ITesting Program~."

Yols 1

L 2<GA File 81-605isummarizing r esulits, of test pr ogram L conclusions re suspected deficiency in soil backfillsEffects of.soil on safety-nel-ated utils L structures acceptable.

DISTRIBUTION CODE:

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,TITLE: PSAR/FSAR AMDTS -and Related Carr espondence NOTES:2 copies all matl:PM.

05000397 RECIPIENT ID CODE/NAt E ACTION:

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Washington Public Power Supply System P.O. Box968 3000George Washington Way Richland, Washington 99352 (509) 372-5000 Docket No. 50-397 Mr. A. Schwencer, Chief Licensing Branch No.

2 Division of Licensing Nuclear Reactor Regulation U. S. Nuclear Regulatory Commission Washington, D.

C.

20555 December 15, 1981 G02-81-527

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Dear Mr. Schwencer:

Subject:

NUCLEAR PROJECT NO.

2 QUALITY CLASS I SOIL BACKFILL TEST PROGRAM

Reference:

G02-81-462, November 12,

1981, GD Bouchey (Supply System) to RA Schwencer (NRC)

The Reference letter provided a summary of the efforts being taken to re-solve a suspected deficiency concerning soil backfill placed since May 1976 for support of Quality Class I utilities and structures (remote air intake structures, remote air intake piping, standby service water piping, and electrical duct banks for the standby service water system).

To resolve the concerns regarding this backfill, an extensive test program was con-ducted to determine in-situ properties of the soil.

The attached

report, "Evaluation of Quality Class I UtilityBackfill, GA File 81-605",

was pre-pared by Geologic Associates, Inc. and Burns and Roe to summarize the re-sults of the test program and conclusions regarding the acceptability of the soil.

The report concludes that although the existing soil does not meet specification requirements for relative density, the effect on safety-related utilities and structures is acceptable.

A copy of this report was given to Mr. Dinesh Gupta of the NRC, Geosciences Branch, during his visit to the WNP-2 site on December 7, 1981, to discuss this matter.

Based on the conclusions of the report, we have informed NRC, Inspection and Enforcement

Branch, Region V, that this condition, which had been identified as a potentially reportable condition under the provision of 10CFR50.55(e),

is not reportable.

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Nr. A. Schwencer Page 2

December 15, 1981 G02-81-527 With transmittal of this report, and subject to your review, the open item identified in the draft SER for WNP-2 is considered closed.

During a meeting with the NRC staff on this matter on October 7,, 1981, the Supply System was requested to assess the significance of the soil backfill deficiencies in light of IE Circular No. 81-08, and advise the staff of our conclusions.

IE Circular No. 81-08 is primarily concerned with insufficient compaction of foundation and backfill materials leading to excessive settle-ment of plant structures.

As stated in a separate report by Shannon and Wilson dated May ll, 1976 (Referenced in FSAR Chapter 2.5), the compaction and back-fill work performed for the major plant structures prior to Hay 1976 is accept-able.

This is further verified by the excellent results of the settlement moni-toring program in progress (Reference NRC question 362.10 and the response).

Accordingly, it is concluded that the primary concern of IE Circular 81-08 (excessive settlement of major plant structures) is not a problem at the WNP-2 facility.

Very truly yours, GD Bouchey Deputy Director, Safety and Security EAF:kjf

Attachment:

"Evaluation of guality Class I UtilityBackfill, WNP-2, Hanford, Washington",

GA File 81-605 cc:

JA Forrest -

B&R RO RE Snaith - B&R NY JJ Verderber - B&R NY AI Cygelman - B&R 954W FA tlacLean - General Electric S. Smith General Electric ND Lewis - EFSEC, Olympia WS Chin BPA NS Reynolds - Debevoise

& Liberman OK Earle - B&R RO EF Beckett - Nuclear Projects, Inc.

R Feil - Resident Inspector JA Satir - B&R NY WNP-2 Files

v

HASHINGTON PUBLIC POMER SUPPLY SYSTEM MNP-2 PROCEDURE FOR SOIL BACKFILL TESTING PROGRAM BURNS AND ROE, INC; ORADELL, N. J.

APPROVED E. Zisman Supervising Geotechnical Engineer Rev.,l September 30;" 1981

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1.0 SCOPE 1.1 General This procedure shall establish a testing program to determine insitu densities in various guality Class I backfill areas.

The insitu test program shall be divided into two phases:

the first to develop site dep ndent correlations between relative density and the various indirect methods used

-to measure relative density.

The second phase shall be to actually measure field densities and other engineering fill properties in areas under question by 50. 55(e) Condition 146.

The correlation testing (Phase

1) shall be accomplished by comparing known relative density, values in test fills to the following test methods:

standard penetration tests (SPT), pressure meter tests (PHT), and downhole nuclear density tests (DHDT) in representative locations.

These correla-tions will establish si te specific dependency of materia'l type and depth on test results.

Once initial correlations, ac eptable to the geotechnical

engineer, have been established, fill testing (Phase

2) wi11 be conducted.

The various tests will be performed in selected areas of the service water pipe line, and the remote air intake structures and piping.

Correlations will

'ontinue to be made as additional data becomes available; All testing will be done under the direction of a geotechnical engineer.

1.2 A licable Publications D 1452 Soil Investigation and Sampling by Auger Borings D 1556 Density of Soil in Place by Sand-Cone Method D 1586 Penetration Test and Split-Barrel Sampling of Soils D 1587 Thin-Walled Tube Sampling of Soils D 2049 D 2l67 Re'lative Density of Cohesionless Soils Standard T st Method for Density of Soil in Place by the Rubber-Balloon Method D 2216 Laboratory Determination of Moisture Content of Soil D 2487 D 2488 D 2850 STP479 Classification of Soils for Engineering Purposes Recommended practice for Description of Soils (Yisual-Manual Procedure)

Unconsolidated, Undrained Strength of Cohesive Soils in Triaxial Compression "Suggested Methods of Test for Id ntification of Soils" by D. N. Burmister, Special: Procedures or Testing Soil and

.Rock for. Engineering

Purposes, 5th Edition, 1970.

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.2.0 MATERIALS EFFECTS 2.1 Grain Size

)

It is expected that occasional gravel sized particles present in the site fill materials will have some effect on test results.

To compensate for high blow counts resulting from the occasional gravel size particles, SPT va'lues will not be considered when:

A.

Greater than approximately trace (O-IO.~) amounts of gravel size material is found in the spoon, B.

A loss of sample occurs, C.

Angular gravel fragments are foun'd in 'the spoon sample indicating (to the oeotech-cical engineer) th material has

'een broken during sampling, D.

Comparison of SPT values with the other methods indicates SPT values are 'unusually high due to the presence of gravel.

Gravel sized mat rial is not believed to pose a problem with the PMT or the DNDT.

3.0 BORING AND TESTING RE UIREViENTS 3.1 General Borin Reouirements

.1 All borings shall be advanced by means of a drill rig equipped with hollow stem augers.

.2 Soil sampling shall be performed in accordance with ASTM D 1586.

.3 Continuous SPT's shall be taken from the ground surface to the bottom of the boring.

.4 Split-Spoon samples shall not be driven more than 18 inches for any sample interval.

.5 Boring locations shall not deviate more than 0.5 ft. from surveyed locations determined by the geotechnical engineer.

.6 All borings will have their locations referenced to the plant grid system.

.7 At the completion of the boring, all dri11 holes will be backfilled with insitu material to the satisfaction of the geotechni cal engineer.

.8 Representative portions of each split spoon sample shall be preserved in a glass sample jar clearly labeled, with the project title, date, number of boring, sample

number, depth between which. the sample was taken, soil identification, and SPT values.

.9 Boring Contractor shall furnish a driller's logs for each boring.

.10 All field testing shall be monitored by a Geotechnical Engineer

.ll Geotechnical engineer shall main.ain a boring log, furrishing the information required on the sample boring log form contained in Appendix A.

.12 Borings shall extend (except as noted below) to which ever depth

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is greater:

a minimum of 3 feet below the Category I utility, or until two consecutive SPT values are each equal to or greater than 15.

However', borings will extend deeper than required above in areas where backfill was placed for circu-lating water and storm sewer Class II sy"tems that'ross"under the area of investigation.

The deepest extent of this fill is elevation 413.

3.2 Correlation Testin Phase I 3.2.2 3.2.3 Standard Penetration Tests (SPT's)

. I A minimum of four borings shall be drilled at locations of known relative density; these locations shall be determined by the geotechnical engineer.

.2 SPT samples shall be classified in ihe field by a geotechnical engineer in accordance with ASTM D 2487.

In addition, any unusal occurances shall be reported on the boring log.

Pressure Meter Testing (PMT)

.1 PMT will be done in each boring.

.2 Initially PMT shall be done in representative types of site materials with respect to density and gradation.

Downhole Nuclear Density Testing (DNDT)

.1 DNDT shall be done in each boring.

.2 The DNDT shall be done in three foot increments for the ertire depth of the boring.

3.3 Fill Testin Phase 2

Standard Penetration Tests 3.3.2

.I Approximately 40 borings shall be drilled in the area requiring supplementary test data.

-2 Same-as' in 3.2.1.2 Pressure Meter Testing 3.3.3

.I PMT shall be performed in each boring.

.2 PMT will.be done alongside or immediately below the elevation of the safety related pipe, and at all loose zones (SPT values less than =15).

Downhole Nuclear Density Testing

1 Same as in 3.2.3.1 and 3.2.3.2.

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ORAOELL. N. J.

~ XEMPSTEAD, N. Y. ~ LOS ANGELES. C<<L.

YVASHlNGTONPUBLlC PIVER SUPPLY SYSTEM l'itPPSS NUCLEAR PROJECT NO. 2

%. O. 2808 2C IC REPORTABLE CON DI l lON 50.5:

346 'ACKrILL an 'OMPACTIQl" DRvliY,. R D.S.

DATE: IQ-2!- Ql APP VD.

DATE:

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.M%i%6 LOCATION
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Corre]ation
. Coordinates I
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North Mest I
S>P PHT'eoth of
> e">ts DNDT Number of
.csts Type, Depth 8 Number of Tests Subject of Te~t'nq CT-42
.11,681 1,264, I
Continuous 10.0*
. Class I fill for Class I Service Mater and I Class II Storm Sewer.
CT-43 l12,200 1,565 i
Continuous 9 0*
',Class I fill for Class~I Air Intake Line
{MOA51A).
CT-44
11,509 1,057:
i Continuous 9.0*
Class I fill for Class I Service Mater Pipe Ln.
I CT-45
.11,563 1,120 I
I Continuous 7.0"
'Class I fill for Class I Service Hater>>pe "n ~
Planned:location and number of tests.
I
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SUI MARY OF SYMBOLS FOR BORING LOGS GRAIN SIZE f Fine m Medium c Coarse MOISTURE CONTENT D-Dry M Moist W Wet COLOR Gr Gray Br Brown Bl Black GRAIN SIZE QUANTITIES t trace 1 little s
some SOIL TYPES SP Sand, poorly graded SW Sand, well graded SM Silty Sand GP Gravel, poorly graded TEST METHOD N Down-Hole Nuclear Density Test (DNDT)
P Pressure Meter Test (PMT)
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BURNS AND ROE, INC.
'ORING NO.
CT-1 Light Pole 19
.PROJECT Hanfor'd OW NE R
'Ir/PPSS CONTRACTOR Burns 8, Roe METHODOF ADVANC.BORING POWER AUGER HAND CHOP. W/MUD:W/WATER DEPTH TO TO-9I TYPE DIA.
DATE T I ME 9/23 9:00
GAS, SAMP.
3 3/8 2" o.d DEPTH CASING CORE TUBE SHEET NO.:
I OF t
PROJECT NO:".
ELEVATION:
DATUM:
DATE START:
9 23 81 1
DATE FINISHED C9 g)
(g) 0 om O
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<<E CO SAMPLES RECOV I-OI-I-
~CO g ILU ROT. DRILL'.W/MUD'/WATER DIAMOND CORE To TO I-'
OZ WT.
FALL IDENTIFICATION D
tr 104 M + It -
10 - 20$
S sm 20 35$
8 35-50$
DRILLER PTL Gene INSPECTOR: Rodney Smith REMARKS 2 '2 I8 10 4
8 19 11 10 SP
'SP SP SP Medium to coarse, clean sligihtly
gravely, sand, Grey m to c sand Grey m to c sand, traces of grave I Grey m to c sand, traces of gravel 1$ "
gravel'iddle of sampl-er 1/2" gravel piece 51" gravel in bit and near bit IO 19 39 10 SP M
Grey m to c sand, I ight gravel Grey m to c sand, ~no gravel 1" gravel'8, rock fragments in middle of sampl-er IO l2 Avoided need 'to clean out'ole by leaving sampler in place while augering.
Zisman verified fall makrs on hammer is 30 14 l5 15 18 l9 20 20 2I 22
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BURNS AND ROE, INC,
'ORING NO.
CT 2 I ight Pole 19 PROJECT anford No.
OWNER NPPSS CONTRACTOR Burns 8
Roe METHOD OFADVANC.BORING DEPTH DATE
CAP, TIME 10'50 SA MP.
DEPTH CORE cAslNG SHEET NO.:
I OF I
PROJECT NO ELEVATION:
TUSE DATUM:
POWER AUGER HAND CHOP. W/MUD:W/WATER ROT. DRILL. W/MUD:W/WATER DIAMOND CORE 0TO 3 TYPE TO DIA.
TO WT.
TO FALL DATE START:
9/23/81 DATE F INISHED DRILLER: 'TL Gene IN SPFCTOR odney mith I-Q.
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ILJO REMARKS 3
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22 33 SP M
SP M
Grey m to c sand, traces of gravel Grey and brown f to c sand, traces of fine gravel Grey and brown f to c sand with a little gravel fragment 1" piece of gravel near bit Abandoned hole when it was realized we were not drilling in recently placed backfill.
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BURNS AND ROE, INC, BORING NO, CT-3 Air Intake SE POWER AUGER HAND CHOP. W/MUD:W/WATER TO TYPE TO
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PROJECT Hanford No.
2 OWNER Wf' CONTRACTOR urns 8
Roe METHOD OF ADVANC.BORING DEPTH DATE
CAS, 3.'3/8 T I ME DEPTH CASING SAMP.
CORE TUBE 2" o.d SHEET NO.:
I OF I
PROJECT NO:-.
ELEVATION DATUM:
DATE START:
9/23 81 DATE FINISHED 9/24/81 ROT. DRILL:.W/MUD:W/WATER TO WT.
DRILLER: PTL Gene DIAMOND CORE TO FALL INSPECTOR: Rodney Smith
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SM M
IDENTIFICATION Brown f to m sand, traces of silt dry towards surf ace grayeliinter-
'%E'O'AR Ks for rubber batto correlation 10 1.7
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7'7 SP M
SP M
SP M
SP M
SP M
SP M
Brown f to m sand, traces of slit'nd fine gravel in bit Brown f to c sand, traces of gravel Brown f to m sand, traces of coarse sand Brown f to c sand, traces'of grave I Brown f to c sand
'rey h to c sand, little gravel Grey course sand, trace grave I Grey m to'
sand, some grave I Augered ahead with shelby in casing then quit for the day.
pushed Ik" rock.
IO Disregard n of 50>>
Disregard N of 68>>
13 14 15 l6 17 18 19 RO Z2 36 10 15a 14b 13c 12d 16 17
.4 43 23 7/ 50 5'1 67/
54 12 47 17 19 60 SP M
SP M
SP SP SM SP SM SM M
.SM M
SM M
Grey f to c" sand, little gravel broken gravel Grey m to c sand, some broken gravel Grey m to c sand, little broken grave I
6" grey m to c sand, traces broken grave I 24" brown f ine sand, I ittle si lt 3" grey course
sand, some broken gravel 6" brown fine sand, little silt Brown fine sand, little silt (small layer of grey m to c sand)
Brown fine sand, I iitle silt Brown Disregard N of 84>>
15.uisregard N of 77/11>>
Disregard N of 67>>
RO
BURNS AND ROE, INC.
PRO JECT WNP-2 OWNER w
DATE TIME BOR ING NO.
DEPTH CASING CT-9A SHEET NO.:
I OF PROSECT NO 3900 CONTRACTOR e lo 'c METHOD OF ADVANC.BORING POWER AUGER HAND CHOP. W/MUD:W/WATER DEPTH TO TYPE TO 0IA.
CAS, SAMP.
CORE TUBE ELEVATION; DATUM:
DATE START:
DATE FINISHED ROT. DRILL:.W/MUD:W/WATER DIAMOND CORE TO TO WT.
FALL DRILLER: F.
Re nolds IN S PECTOR:
R. Smith O
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IDENTIFICATION REMARKS IO IO 12 l3 l4 I5 IG 17 IB l9 2O 2l 22 23 4
7 8
36 0
49 83 78 48 40 38 47 25 SP SM Gray brown f-c Smm, sme Gravel.
M Gray brown f -c pND, little f Gravel t.
of Silt M
Gray br f-C SZZ), t.Gravel,t.Sil Gray brown f-C SPED, t. Gravel
t. of Silt Gray brown f-C SHR, t. of Silt
t. of Gravel Gray brown f-C SAND, t. of Gravel Gray ~ Sum M
Gray H-C SAND l5 20
BURNS AND ROE, INC, PROJECT WNP-2 OWNER BORING NO.
DATE T I ME DEPTH CASING CT-22 SHEET NO.:
I OF PROJECT NO:."
3900 CONTRACTOR e lo METHOD OF ADYANC.BORING POWER AUGER HAND CHOP. W/MUD:W/WATER ROT. DRILL'.W/MUD:W/WATER DIAMOND CORE DEPTH TO TO TO TO TYPE DIA.
WT.
FALL
CAS, SAMP.
CORE TUBE ELEYATION:
DATUM:
DATE START:
DATE FINISHED
'RILLER: F.
Re nolds INSPECTOR:
R. Smith O
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SAMPLES O
tQ 0-(fJ IDENTIFICATION REMARKS 67 M
Brown f-C SAND, scna'Silt; little Gravel Brown fine SAND, scme Silt, sclla M Gravel, t. of C Sand 9
7 IO 97 63 92 Brown fine SAND, litt1e Silt, little Gravel, t,. of C Sand Brown f-C SAND, little Silt littleG~
Bum' C SAND, little Gravel,
t. of Silt M
Brown Y~ SAND, 1ittle Gravel,
t. of Silt M
Brown gray M-C SAND, scna Gravel, t. of Silt IO l4 15 N
10 72 32 10 79 M
Brown gray Yr C SAND, little Gravel, t,. of'ine Sand Brown gray M-C SAND, little Gravel, t. of fine Sand M
Brown - gray M-C SAND, little Gravel, t. of fine Sand l5 P
Ie 11 l7 IB 70 51 M
Bream gray Yr C SWD, t. of Gravel Brown gray M-C SAND, scme M Gravel, t. of fine Sand l9 20 2I 22 23 13 14 58 72 10 M
Brown gray M-C SAND, scae Gravel M
Brown gray, M-C SMD
t. of Gravel M
Brown gray M-C SAND 20
I'
'URNS AND ROE, INC.
PROJECT WNP-2 OWNER W. P. P. S. S.'ORING NO.
CT-22 SHEET NO.: 2 OF 2 J08 NO.:
3900 O
UJ CL cf CO f-OI-
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mhlI SAMPLES O.
ID CO t-CO O
IDENT IF ICATION I0hlO REMARKS 24 25.
26 27 16 47 17 26 18 51 25 16 22 292l 19 19 SP M
SP M
SP SP M
Black f-m-c SAND, trace Gravel Black f-m-c SAND, trace
f. Gravel Black f-m-c SAND, trace Gravel Black f-m-c SAND, trace Gravel 25 20 26 16 SP M
Black f-m-c SAND, trace Gravel 32 36 40 4I 42 45 48
BURNS AND ROE, INC.
BORING NO.
CT-24 POWER AUGER HAND CHOP. W/MUD:W/WATER TO TO PROJECT Nm-2 OWNER CONTRACTOR METHOD OF ADVANC.BORING DEPTH TYPE DIA.
DATE T I ME
CAS, SAM P.
DEPTH CORE CASING SHEET NO.:
I OF PROJECT NO 3900 ELEVATION; JI TUBE DATUM'ATE START:
DATE FINISHED l ROT. DRILL:.W/MUD:W/WATER DIAMOND CORE TO TO WT.
FALL DRILLER: F.
Re nolds INSPECTOR:
R. Smith XI-CL IJlO O
IJJ CL cC CO I-'
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Z01 W WIJI~
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SAMPLES Om I-'O O
IDENTIFICATION X
LJJ Ch REMARKS Brown f-C SAND, t. of Silt,
t. of fine Gravel Brown.f-M SAND, t. of Silt SP M
Brown gray f-M SAND SP Gray 14hdium SAND, t. of coarse and fxne sand 40 Gray Mdium SAND, t. of coarse and fine sand Black f-M SAND, IO l2 l3 l4 l6 l7 8,
SP
~ M Black f-m SAND, t.'f Gravel Black f-m SAND, t. of Gravel Black brown f-C SAND, t. of fine Gravel Black brown f-C SAND, t.
of Gravel Black f-C SMD, little Gravel l9 20 20 2I
BURNS AND ROE, INC.
PRO JECT WNP-2 OWNER W
CONTRACTOR e a'ETHOD OF ADVANC.BORING DEPTH g cr z~
BORING NO.
DATE T I ME DEPTH CASING GAS%
SAMP.
CORE TUBE SHEET NO.:
I OF PROJECT NO-'900 ELEVATION:
434. 5 DATUM:
M POWER AUGER KAIIIDCHOP. W/MUD:W/WATER ROT. DRILL:.W/MUD W/WATER DIAMOND CORE TO TO TO
" TO" TYPE DIA.
WT.
'ALI.
DATE START'ATE FINISHED DRILLER:P.
Re nolds INSPECTOR:
R. Smith 0
LLI Q.
CI)
I-OI-I-Co-LLICD g gU SAMPLES O
CQ Co I-Co O
tDENTIFICATION REMARKS 20 Sl SM M
Brown f C SAND, litt1e Silt,
t. of fine Gravel Bxown f-C SAND, litt1e Gravel, t. of Silt 74 Brown f-C SAND, t. of Gravel, t. of Silt No xeoovery SP M
Brown f C SAND. t. of Gravel, t. of Silt 14 IO IO l2 I3 14 t5 l5 l6 l7 l8 20 20 2I 22 23
BURNS AND ROE, INC.
BORING NO. ~ 25A PROJECT W
-2 OWNER CONTRACTOR METHOD OF ADVANC.BORING POWER AUGER HAND CHOP. W/MUD:W/WATER ROT. DRILL:.W/MUD:W/WATER DEPTH TO TO TYPE DIA.
WT.
DATE
CAS, TIME SAMP.
DEPTH CORE cABING SHEET NO.:
OF PROJECT NO'"
3900 ELEVATION: 434. 5 TUBE DATUM DATE START:
DATE FINISHED DRILLER: p.
Re nolds DIAMOND CORE TO FALL INSPECTOR:
R. Smith O'z hJ Q.
Co I-OI-Kl I-Co-CCj+CO~
a ce-j SAMPLES O
0-CO O
IDENTIFICATION REMARKS IO N
56 M
Brown f-C SWD, t. of fine Gravel, t. of Silt M
Gray brown f-C SAND, t; of Gravel, t. of Silt IO l2 8
l3 49 86 M
Gray ~ SAND, t. of fine Gravel t.. of Silt M
Gray M-C SAND, little Gravel,
t. of fine SAND 15 l6 10 M
Brown f-m SAND, little Gravel, little Silt.
l5 l7 Ia I9 20 2I 22 23 20
BURNS AND ROE, INC.
BORlNG NO.
cz 26 PROJECT W
-2 OWNER w
CON TRACTOR e oo METHOD OF ADVANC.SORING DEPTH DATE TIME DEPTH
CAS, SAMP.
CORE CASING SHEET NO.:
I OF PROJECT NO'-'900 ELEVATION; 43 2
TUBE DATUM POWER AUGER HAND CHOP. W/MUD:W/WATER ROT. DRILL:.W/MUD:W/WATER TO TO TYPE DIA.
WT.
DATE START:
DATE FINISHED DRILLER: F.
Re nolds DIAMOND CORE TO"
'ALL INSPECTOR:
R. Smith O
LLI CLZ M
I-OI-trI-'z I re-alZCO~
ILIQ/
~
a tr-II SAMPLES O
0-I-
CO O
[DENTIFICATlON REMARKS 2
Light bit:mn f-M QK), t,. of Gravel, t. of Silt Brown f-M SAND, sctta Silt,
t. of Gravel Brown f-M SAND, sctta Silt,
t. of Gravel Brown f-M SAND, scae Silt.,
little Gravel Br(a, f-M SAND, sorte Silt,
t. of Gravel Brown f-C SAND, little Silt,
t. of Gravel Brown f-C SAND, t. of Silt Brawn f-C SAND, t. of fine Gravel, t. of Silt No recavet~
Brown gray f-C SAND, t. of Gravel, t. of Silt, 20 2I 22 23
BURNS AND ROE, INC.
BORING NO.
PROJECT w
-2 ONNER CONTRACTOR,e cr
'ETHOD OF ADVANC.BORING POWER AUGER HAND CHOP. W/MUD:W/WATER ROT, ORILL'.W/MUD:W/WATER OIAMONO CORE SAMPLES DEPTH TO TO TO TO TYPE OIA.
WT.
FALL OATE
CAB, TIME SAMP.
OEPTH CORE cASW6ISHEET NO.:
I OF PROJECT NO 39PQ ELEVATION:
TUBE DATUM:
DATE START:
DATE FINISHED DRILLER: F.
Re nolds INSPECTOR:
R. Smith I-OI-K)
I co UJzen~
O Ir-J O
IDENTIFICATION REMARKS M Black f-M SAND Black f-M SAND 12 Black f-M SAND Black f-M SAND, t. of C Sand N
N 37 30 Black f-M SAND Gray f-M SAND, t. of Gravel IO Gray fM SAND, t. of fine Gravel Gray f-C SAND, little Gravel IO l3 17 9
Gray f-C SAND 16 IB I9 20 2I 22 23 N
SP>>
SP Gray brown f-C SAND, t. of Gravel Gray brown f-C SAND, t.
of Silt Gray brown f-C SAND, t. of Silt Gray - bream f-C SAND, little Gravel, t. of Silt Gray brown f-C SETS, t. of Silt, t. of Gravel Gray br'-C SAND, Sane Gravel, t. of Silt l5 20
BURNS AND ROE, INC.
BOR IN 6 NO.
cp-28 PROJECT N
-2 OWNER CONTRACTOR METHOD OF ADVANC.BORING DEPTH POWER AUGER
> Ld
~ I-C9I TYPE DATE T I ME DEPTH
CAS, SAMP.
CORE cAslNG SHEET NO.:
I OF PROJECT NO'-"
3900 ELEVATIOM; TUBE DATUM:
DATE START:
HAND CHOP. W/MUD'/WATER ROT. DRILI '.W/MUD:W/WATER DIAMOND CORE TO TO TO DIA.
WT.
FALL DATE FINISHED DRILLER: F. Revnolds INSPECTOR:
R. Smith I-CL hJ CI O
hf Q.
CO OI-I-g)
Ul(g ZCO>
~ LrJ G. Ir SAMPLES O
I-CO O
IDENTIFICATION REMARKS IO l2 l3 N
N 77 49 32 2
48 23 SP M
SP M
SP M
Lt. brown GRAVEL and SAND litt.le Silt Lt. brown f-C SAND, little Gravel, little Silt Gray brown f-M C SAND,
+
t. Gravel, t. Silt Gray brawn f-C SAND little Gravel, little Silt Gray f-C SAND, litt>m Gravel Gray f-C SAND, scme Gravel Gray brawn f-C SAND, scm Gravel, little Silt Gray f-C SAND, t. of Gravel Gray f-C SAND, t. of Gravel IO l4 t5 l6 17 IB 2
59 1
SP Gray.f-C SAND and GAVEL Gray brown f-C SAND, little Silt,, little Gravel Gray f-C SAND and
GRAVEZ, l5 l9 20 2I 2 +
23 20
BURNS AND ROE, INC.
BORING NO.
~ 29 PROJECT w
-2 OWNER CONTRACTOR METHOD OF ADVANC.BORING DEPTH DATE T I ME DEPTH CASING GAS%
SAMP.
CORE TUBE SHEET NO.:
I OF PROJECT NO 3900 ELEVATION:
440. 7 DATUM POWER AUGER HAND CHOP. W/MUD'/WATER ROT. DRILL:.W/MUD:W/WATER DIAMOND CORE
-. OTO 9 TO TO TO TYPE DIA.
WT.
FALL DATE START:
DATE FINISHED 10 2
'RILLER:
F.
Re nolds INSPECTOR:
R. Smith OZ Ld LL CO I-O KI I-co-td ~
>CO~
~co SAMPLES O
0-lDENT1F ICATION xI-O REMARKS
~4 78 39 34 35 60 SP D Lt. brown f-C SAND, sare Silt, little Gravel Brown gray f-C SPMD, t. of Silt, t. of fine Gravel Brown gray f-C SAND, t. of Silt, t. of fine Gravel Brown gray, f-c SWD, t. of Silt Gray f-c SMD, t. Gravel 66 Gray f-c SND, little Gravel IO IO l2 l3 I5 l6 I5 l7 IS l9 20 2l 22 20
BURNS AND ROE, INC.
BOR IN G NO.
~-30 PROJECT NNP-2 OWNER CONTRACTOR e
METHOD OF ADVANC.BORING POWER AUGER HAND CHOP. W/MUD:W/WATER ROT. DRILL:.W/MUD:W/WATER DIAMOND CORE SAMPLES DEPTH OTCB 5 TO TO'O TYPE 0 IA.
WT.
FALL DATE T IME DEPTH CASING
CAS, SAMP.
CORE TUBE SHEET NO.:
I OF PROJECT NO'-"
3900 ELEVATION:
DATUM:
DATE START: l 20 Sl DATE FINISHED DRILLER: F.
Re nolds INSPECTOR.
R.
Smooth I-OI-
'rl-'z I-g)
ZSw
~LU
~
IX)
O IDENTIFICATION REMARKS 1
F M
Gray f C SAND M
Gray f-C SAND IO SP M
Gray f-C SAND, t. of Gravel, t. of Silt Gray brown f-C SAND, little gravel, t. of Silt Gray, f-M -C SAND, t. of
+
Gravel M
Gray f C SAND, t. of Silt, t. fine Gravel IO l2 I3 l5 l5 17 IS l9 20 2l 20 23
BURNS AND ROE, 1NC.
BOR lNG NO.
PROJECT W
-2 CONTRACTOR e
METHOD OF ADVANC.BORING DEPTH DATE TIME
CAS, SAM P.
DEPTH
'ORE CASING SHEET NO.:
I OF PROJECT NO-"
3900 ELEVATION; n
TUBE DATUM'OWER AUGER HAND CHOP. W/MUD'/WATER ROT. DRILL:.WIMUD:WIWATER DIAMOND CORE SAMPLES TO
'YPE TO DIA.
TO--
~ WT.
TO FALL DATE START DATE FINISHED DRILLER: F.
Re nolds I NSPECTOR:
R. Smith IO I2 I-O gl-z hlCP ZCO ~
0 cr&
CQ 83 O
I-Co O
lDENT1FICATlON Bxown f M HiND, saba
+
Silt, t. of Gravel Bxown f M SAND, sate
+
Silt, scme Gravel Gray brown f-C SMD, little Silt, little Gravel Gray f-C SAND,
'ate Gravel, little Silt Gray f-C SAND, little Silt,
t. of Gravel Lt. gray f-C SAND, t. of Gravel, t. of Silt Gray fm -C SAND, t. of
+
Silt, t. of Gravel
.Gray br.
GRAVEL and SAND,
t. of Silt Gray f-C SMD, little Gravel, t. of Silt REMARKS IO l4 I5 l6 l7 IB 20 2I 22 10 14 16 SP M
SP M
SP M
I SP M
SP M
56 SP M
5 SP M
Gray f-M-C SAND, t. of Gravel Gray f-C.- SAND, little Gr.,t.Silt Gray f-C SAND, t. of Gravel Gray f-C SAND, t. of Silt,t.Gr.
Gray f-c SAND, t. of Gravel
t. of Silt Gray f-M -C SAND, t. of
+
Grave1 Gray f-M-C SAND, t. of Gravel l5 20
BURNS AND ROE, INC.
BORING NO..
cT 32 PROJECT w
-2 OWNER w
CONTRACTOR e 1
METHOD OF ADVANC.80RING DEPTH DATE
CAS, TIME SAMP.
DEPTH CORE CASING SHEET NO.:
I OF PROJECT NO:" "3900 ELEVATION:
TU8E DATUM:
POWER AUGER HAND CHOP. W/MUD:W/WATER TO TYPE TO DIA.
DATE START:
DATE FINISHED 10 2 8
ROT. DRILI '.W/MUD:W/WATER TO WT.
DRILLER: F.
Re nolds DIAMOND CORE TO FALL INSPECTOR:
R. Smith I-hJO Oz hJ 0
CD SAMPLES I-~
hJ (g Z(h~
IULU
~
o Ir&
O Ql V)
I-al O
IDENTIFICATION
'X 0
IU Cl REMARKS Brawn fine SAND, little Silt,
t. Gravel Brown fine SAND, little Silt, Brown fine SAND, little Silt,
t. of Gravel Brown fine SAND, little Silt SP Brawn fine SAND, little Silt
t. of Gravel Gray f-C SAND, 1ittle Gravel IO IO 12 I3 I4 l5 l6 I7 l8 I9 20 20 2!
23
BURNS AND ROE, INC.
PROJECT WNP-2 OWNER CONTRACTOR e cr'ETHOD OF ADYANC.BORING DEPTH BORING NO.
DATE T I ME DEPTH CASING
CAS, SAMP.
CORE TUBE SHEET NO.:
I OF 1
PROJECT NO:
3900 ELEYATION; n DATUM:
POWER AUGER HAND CHOP. W/MUD:W/WATER ROT. DRILL:.W/MUD:W/WATER DIAMOND CORE TO TO DIA.
WT.
TO FALL TO TYPE DATE START:
DATE FINISHED DRILLER: P.
Re nolds INSPECTOR:
R. Smith I-IL
'xI-0 LLI Cl 0
bl Q.
cK Co I-OI-CLI I-Co-LLIm
+Co~
0 cr IUD
~
SAMPLES 0mz Co I-Co O
IDENTIFICATION REMARKS Gxay bxown f-m SAND,
t. of Gravel, t. of Silt Brown fine SAND, t. of Silt,
t. of Gravel 10 12 30
~ 'M SP Brown f-m SAND, t. of Silt,
t. of Gravel;-
~
~I I
I I
Gray brown GRAVEL, scaa
f. Sand Gray - bxown f-C SAND, t. of Gravel, t. of Silt Gray brown f-C SAND, t.
of br. Gravel, t. of Silt IO IO I2 l4 l5 I5 IB l7 IS 20 20 2l
BURNS AND ROE, INC.
BORING NO.
PROJECT W
-2 OWNER w e CONTRACTOR e METHOD OF ADVANC.BORING DEPTH OTO23 POWER AUGER HAND CHOP. W/MUD:W/WATER TO ROT. DRILL:.W/MUD:W/WATER TO ci<
zw TYPE DIA.
WT.
DATE
CAS, TIME SAMP.
DEPTH CORE CASING SHEET NO.:
I OF PROJECT NO" 3900 ELEVATION; TUBE DATUM:
DATE START'ATE FINISHED DRILLER:p.
Re nolds DiAMOND CORE O
w 0
CO OI-I-Ol-w(g z co~
ww SAMPLES TO e
O Ql CO FALL IDENTIFICATION INSPECTOR:
R. Smith REMARKS N
3.
N 4
4'I 4
I 82 SP SM I
M M
I M
Brown fM SAND, t. of Silt, t. of fine Gravel....
I I
Brown f-C SAND, t. of Silt,.
t. of Gravel Brown gray f-c SAND, t.
of Silt, t. of.br. Gravel:.
i)
Gray f. GRAVEL
~
~
M Gray f-C SAND 25 M
Gray f-M SAND 36 M
Gray f-M SAND 10 35 M
Gray f-M SAND 19 M
Gray f-M SAND 10 14 17 M
Gray f-C SAND M
Gray f-M SAND l5 12 13 17 M
Gray f-M SAND, t. of Gravel M
Gray f-C SAND, t. of Gravel 2I 14 24 12 M Black f-C SAND, t. of fine Gravel M Black f-m SAND, t.. of Gravel 20
Zq
0
~ \\ ~
~
~
~
~ ~
~
~ s
~
I
~
mgggg+g ITEMS IRHIIIRHIKE%
6~5%%
%&MISE~~~~
~7M 85%
s s ~
~
~
~
~ ~
.E
~
~
~ ~
~
~
RW RLM
~TH
~t%
~tS s
~
s
~
s
~
~
~
s
~
s
~
'l
BURNS AND ROE, INC.
PROJECT W
-2 OWNER CONTRACTOR e METHOD OF ADYANC.BORING DEPTH TO POWER AUGER TYPE BORING NO.
DATE T I ME DEPTH CASING
CAS, SAMP.
CORE TUBE SHEET NO.:
I OF PROJECT NO 3900 ELEVATION:
439. 9 DATUM:
DATE START:
HAND CHOP. W/MUD:W/WATER ROT. DRILL:W/MUO:W/WATER DIAMOND CORE TO TO TO DIA.
WT.
FALL DATE FINISHED l 2
DRILLER: F.
Re nolds INSPECTOR:
R. -Smith-O LLI 0
CO I-OI-
~CO p IrA SAMPLES O
Gl 0-CO I-CO O
IDENTIFICATION x
I CL LCI l5 REMARKS N
52 25 49 SM M
Gray brown f-C SMD, little Silt, t. of Gravel Gray bream f-C SAND, little Gravel, t. of Silt Gray - brown f-c SAM),
little Gravel, t. of Silt Gray brown f-C SAND, little Gravel, t. of Silt Gray brown f-C SAND scme Gravel, t. of Silt Gray brown f-C SHZ),
t. of Gravel
!O l2 l5 l7 I9 20 20 2l 22
BURNS AND ROE, INC.
PRO JECT WNP-2 DATE BORING NO.
T I ME DEPTH CASING SHEET NO.:
I OF OWNER CONTRACTOR e METHOD OF ADVANC.BORING POWER AUGER HAND CHOP. W/MUD:W/WATER ROT. DRILL'.W/MUD:W/WATER DIAMOND CORE DEPTH TYPE TO D IA.
TO--
~ WT.
TO FALl
CAS, SAMP.
CORE TUBE PROJECT NO'-"
3900 ELEVATION:
DATUM:
DATE START:
DATE FINISHED DRILLER:F.
Re nolds INSPECTOR:
R. Smith O
Ld 0
CO I-OI-pj~l I-cn-Ul~
gU)~
~UJ
a. Ir-I SAMPLES
'0dl M
I-'O OZ
,, IDENTIFICATION
'I XI-CL UJO REMARKS N
18 Gray f-c BAND Gray f-M SMD N
26 I
48 Gray brown f-C SMD,
-t.,of fine Gravel Gray ZM SMD, t. of fine Gravel IO l3 l4 l5 l6 l7 I8 10 SP SP SP SP Gray Z-C SAND, t. of fine Gravel Gray f-C SAND, t. of fine Gravel Gray f-C SMD, t. of Zine Gravel Gray f-C SAND, t. of fine Gravel Gray brown f-C SAND, t.
of Silt Gray f-C SMD, little Gravel Gray f-C SMD, little Gravel Gray f-C SAND, scme Gravel IO l5 I9 20 20 2l 22 23
BURNS AND ROE, INC, BORING NO.
cl 38 PROJECT W
-2 OWNER w ~
CONTRACTORS METHOD OF ADVANC.BORING POWER AUGER HAND CHOP. W/MUD:W/WATER ROT. DRILL:.W/MUD:W/WATER DIAMOND CORE TO WT.
TO FALL DEPTH OTO 1 TYPE TO DIA.
DATE
CAS, TIME SAMP.
DEPTH CORE CASING SHEe.T NO.:
I OF PROJECT NO'-'900 ELEVATION:
TUBE DATUM:
DATE START:
22 DATE FINISHED DRILLER: F.
Re nolds INSPECTOR:
R. Smith O
LU CL CO I-OI-Irl "z
~V) zen~
~LU
~
o Ir&
SAhlPL ES O
X I-'O O
IDENTIFICATION REMARKS 4 N N
23 35 34 Gray f-c SAND, t. of fine Gravel Gray f-C SAND, t. of fine Gravel Gray f C SAND, t. of Gravel 29 Gray f-c SAND, sare Gravel M
Gray f-c SAND IO l2 24 Gray f-C SAND, t. of fine Gravel Gray f-C SAND, t;.of fine Gravel Gray f-C SAND, t. of fine Gravel IO I3 l4 IS l5 16 l7 IS l9 20 20 2I 22
BURNS AND ROE, INC.
BORING NO.
cI 39 PROJECT W
-2 OWNER CONTRACTOR ~
METHODOF ADVANC.BORING POWER AUGER HAND CHOP. W/MUD:W/WATER ROT. DRILL:.W/MUD:W/WATER DIAMOND CORE DEPTH OTO TO TO TO TYPE DIA.
. WT.
FALL DATE
CAS, TIME SAMP.
DEPTH CASING CORE TUBE SHEET NO.:
I OF PROJECT NO-'900 ELEVATION:
4 DATUM:
DATE START DATE FINISHED 22 DRILLER: F.
Re nolds I N S P ECTOR:
R. Smith O
hJ cL
<<C co I-OI-KI z I cfI-UlcD zco~
~hJ
~
5)
SAMPLES I-co O
IDENTIFICATION REMARKS CI 49 2
14 M
Brown f-C SAND, t. of Silt, little Gravel M
Gray brown f-C SAND, t.
of Silt, t. of f. Gravel M Black f-M SAND, little Gravel M
Grey f-m SAND M
Gray f-C SAND, little f.
Gravel M
Gray f-C SMD, t.
Gravel IO l2 l4 l5 IS l9 20 2I 22
BURNS AND ROE, INC.
BOR ING NO cr-40 PRO JECT wNP-2 OWNER w r CONTRACTOR e METHOD OF ADVANC.BORING POWER AUGER HAND CHOP. W/MUD'/WATER ROT. DRILL'.W/MUD:W/WATER DEPTH TO TO TYPE DIA.
WT.
DATE T I ME
CAS, SAMP.
DEPTH CORE CASING SHEET NO.:
I OF PROJECT NO'-'900 ELEVATION; 441. 7 TUBE DATUM:
DATE START OATE F IN lSHED DRILLER: F.
Re nolds DIAMOND CORE TO FALL INSPECTOR:
R. Smith x
I IiI O
O O
Iii Q.
CO I-OI-IrI-'z I cn UJ 0 Ir&
SAMPLES O
LQ 0-I-
CO O
IDENTIFICATION REMARKS 24 41 27 36 21 Gray f-C SAND, t. of Silt,
t. of Gravel Gray brown fM SAND, little Gravel, t. of Silt Gray brown f-C SAND, t. of Silt, t. of Gravel Gray brmIn fM SAND, t. of Silt, t. Gravel Gray f-c SAND, t. of fine Gravel Gray f-C SAND
'O SP M
Gray f-C SAND, t. of Silt IO I2 13 16 SP M
SP M
Gray fM SAND, little Gravel Gray f-C SAND, little Gravel I5 10'P M
Gray M-C SAND Gray M-C SAND l7 l8 I9 20 2l 22 13 10 35 20 10 14 SP M
Gray f-C SAND Gray f-C SAND, t. of Silt,
t. of Gravel Gray f-C SEED, t. of Gravel Gray f-C SAND, t. of Gravel 20
BURNS AND ROE, INC.
PRO JEC T WNP-2 OWNER N. P'. P. S. S.
BORING NO.
cT 40 SHEET NO' OF 2
JOB NO.:
3900-03 Oz LLI SAMPLES I-OI-O 6)
IDENT IF ICATION I-0 ILJ O
REMARKS 24 16 17 SP "M'2 8~SP Gray f-C SAND, t. of Gravel Gray f-M SAND
+
25 26 27 28 29 3I P
18 19 20 SP-SM Gray f-M SAND Grhy fW SAND Brown SAND and SlLT 30 32 35 4I 40 43 46 45 48 49
BURNS AND ROE, INC.
BOR ING NO.
cr-41 PROJECT WNP-2 OWNER CONTRACTOR e METHOD OF ADVANC.BORING POWER AUGER HAND CHOP. W/MUD:W/WATER ROT. DRILL:W/MUD:W/WATER DIAMOND CORE DEPTH 0 TO 15 TO TO-TO TYPE 0IA.
~ WT.
FALL DATE
CAS, TIME SAMP.
DEPTH CORE CASING SHEET NO.:
I OF PROJECT NO:."
3900 ELEVATION' TUBE DATUM'ATE START:
10 23 81 DATE FINISHED 10 23 81 DRILLER:F.
Re nolds INSPECTOR:
R. Smith I-IL IJJO O
IJJ 0
Co I-OI-KI.~
I-cn-UJ ID
>S~
IJJ IJJ
~
g gU Cl SAMPLES IDENTIF ICATION REMARKS 2
91 24 SP Gray br f SAND, little Silt, little Gravel Gray brown f. SAND,
t. of Silt Gray -'brown f. SAND,
t. of Silt N
34 Gray f-C SAND,
t. of Gravel 8
10 l2 l4 l5 l6 10 21 20 28 64 9ll 16 0
M Gray f-C SAND, t. of f. Gravel M
Gray f-C SAND, t. of f. Gravel Gray. M -C SMD, little'.
+
Gravel M
Gray ~ SAND, little Gravel Gray, f-C SAND, little
f. Gravel M
Gray fM SAND, little Gravel IO I5 l7
!8 I9 20 2I 22 23 20
BURNS AND ROE, INC.
BORING NO.
CT-42 PROJECT NNP OWNER CONTRACTOR e i
METHOD OF ADVANC.BORING POWER AUGER HAND CHOP. W/MUD:W/WATER DEPTH T015 TYPE TO DIA.
DATE
CAS, TIME DEPTH SAMP.
CORE cASING SHEET NO.:
I OF 1 PROJECT NO 3900 ELEVATION'.
TUBE DATUM:
M DATE START:
0->6-8 DATE FINISHED ROT. DRILL:.W/MUD:W/WATER DIAMOND CORE TO TO WT.
FALL DRILLER: F.
Re nolds INSPECTOR:
R. Smith I-LL SAMPLES I-OI-22 1
2 32 37 O
SP SP Sp I-CO O
D IDENTIFICATION Lt. brown f-c SAND, little fine Gravel,t.of Sil Brown f-c SAND, little Gravel, t. of Silt Gray-brown f-c SAND some Gravel REMARKS 70 32 38 30 20 SP Gray f-c SAND, little Gravel Gray f-c SAND, t. of Gravel Gray f-c SAND, t. of fine Gravel 10 30 SP Gray f-c SAND, Gravel
t. of fine IO I2 I3 l5 l6 10 24 40 42 16 21 SP SP Gr'ay f-c SAND, t. of fine Gravel Gray f-c SAND, little Gravel Gray f-c SAND, little Gravel l7 l8 19 20 20 2l 22 23
BURNS AND ROE, INC.
BORING NO.
CT-43 PROJECT W
-2 OWNER CONTRACTOR e METHOD OF ADVANC.BORING DEPTH DATE TIME DEPTH
CAS, SAMP.
CORE CASING SHEET NO.:
I OF 1 PROJECT NO'"
3900 ELEVATION:
440. 6 TUBE DATUM POWER AUGER HAND CHOP. W/MUD'/WATER ROT. DRILL:.W/MUD:W/WATER DIAMOND CORE OTO 23 TYPE DIA.
TO WT.
TO
'TO".
" FALL DATE S TART.:
DATE FINISHED 10 DRILLER:F.
Re nolds INSPECTOR:
R. Smith N
O M
CL CO 5
I-OI-
~CO-Ill
+CO~
IllUJ
~
0 CLM 0
7 2
20 12 9
9 0
6 7ll SAMPLES O
CQ SP SP SP GP
-SP SP SP I-CO O
IDENTIFICATION Gray-brown f-c SAND, t. of fine Gravel Gray-brown f-c SAND, t. of fine Gra~el Gray f-m SAND, t. of fine Gravel Black GRAVEL and SAND Brown f-c SAND, some Gravel Gray-brown f+ c SAND, little fine Gravel REMARKS N
7.48 SP Gray f -c SAND, t. Gravel 2I 22 10 12 9
8 15 8
7 9
8 6
3 5
7 10 SP SP SP SP SP SP SP SP Gray f-c SAND, t fine Gravel Gray f -c SAND, t. of fine Gravel Gray f -c SAND, t. of fine Gravel Gray f -c-SAND, t. of Gravel Gray m-c SAND, t. Gravel M
Gray m-c SAND Gray f -c SAND, little Gravel Gray m-c SAND, little fine Gravel
BIJRNS AND ROE, INC.,
BORING NO.
CV-44 t
PROJECT wNP-2 OV/NER CONTRACTORG( o>o(. '
METHOD OF ADYANC.BORING POWER AUGER HAND CHOP. W/hIUD: W/WATER ROT. DRILL:.W/hIUD:W/WATER OIAhIOMO CORE TO TO
,TO D IA.
wj.
FALL DEPTH OTO24 TYPE DATE I
CAS, T Ih! E SAMP.
CORE TUBE I DATUM MS DATE START:
2 DATE FINISHED DRILLER: F. Revnolds INSPECTOR:
R. Smith Di.PTH MSING iSH~= I NO.
I OF 1
'PROJECT NO:
3900 ELEVATION:
0 C4 g N
O 4J CL
. V)
SAMPi ES O
I-OI-30 62 ci (Q
0-CO SP-Sp I-(0 O
IDENTIFICATION Brown f-c SAND, t.. of Silt,
t. of fine Gravel Gray-brown f-c SAND, t.
of Gravel REMARKS No recovery IO l2 14 l5 Ie l7 l9 20 2l N
N 10 12 13 14 15 59 76 43 10 60 68 34 33 25 34 36 40ll 25 39 36 40 32 56 64 42 44 57 28 32 2
32 3
12 50 75 7
17 7
18 5ll 8
16 SP SP SP SP-SP-Sp-SP-Sp-Sp-SP SP SP gray f-c SAND, t. of Gravel Gray f-m -c SAND, t. of
+
Gravel M
Gray f-m SAND Gray-brown f-c SAND, some Gravel, fine Silt, Gray-brown f-c SAND, little Gravel, t. of Silt Gray-brown f+-c SAND,
-little Gravel, little Silt Gray-brown f -c SAND,
+
t. of Gravel, t. of'Silt Gray-brown f -c SAND, little
+
Gravel, t.
of Silt Gray-brown f-c SAND, little Gravel, t. of <<Silt Gray m-c SAND, t. of fine Gravel Gray f-c SAND, little Gravel
+
Brown f -m-c SAND, t.
of Silt Brown-Gra
-c Gravel IO l5 20
BURNS AND ROE, INC.
BOR ING NO.
cV-45 PROJECT w
-2 OSNER CONTRACTOR METHOD OF ADVANC.BORING POWER AUGER HAND CHOP. W/MUD:W/WATER ROT. DRILL:.W/MUD'/WATER DIAMOND CORE DEPTH
TO23, TO TP TO TYPE DIA.
'T.
FALL DATE
CAS, T I ME DEPTH SAMP.
CORE CASING SHEET NO.:
I OF 1 PROJECT NO:."
3900 ELEVATION:
440- 1 TUBE DATUM DATE START:
10-23-81 DATE FINISHED
-2 DRILLER: F.
Re nolds I NSPECTOR:
R. Smith 0
QM O
UJ CLX CO I-OI-IXI.~
I cO UJ (g ZNw
g. Ir
~ LLI
~
SAMPLES O
0 I-CO O
IDENTIFICATION REMARKS N
~N N
N N
IO N
!2 I5 I6 l7 IB 19 20 2l 22 2S 2
8'3 50 54 90 68 33 76 60 61 86 25 36 3
27 23 26 22 3
58 31 32 36 9
15 17 16 15 3
3 1
2 31 20 4
16 41 4
36 27 3
16 SP SP SP SP SP SP SP SP SP SP M;
Gray-brown, f-c SAND, little Silt, little Gravel Gray f-c SAND, t. of
Gravel, Gray f-c SAND, little Gravel Gray f-c SAND, t.'f
>Gravel Gray m-c SAND, t.
fine Gravel Gray m -c SAND, t. of Gravel Gray f-c SAND, t. of Gravel Gray-brown f-c SAND, t. of Silt, t. of Gravel Gray-brown f-c SAND, t. of.
Silt, t. of Gravel Gray f-c SAND, t. of fine Gravel Gray m-c SAND, t. of Gravel Gray m-c SAND, little Gravel Gray m-c
SAND, some Gravel Gray f-c SAND, t. of fine Gravel Brown f -m SAND, little Silt l5 20
BURNS AND ROE, INC.
BORING NO.
CT-46 POWER AUGER HAND CHOP. W/MUD:W/WATER ROT. DRILL'.W/MUD:W/WATER OTO 1 TO TO PROJECT NNP-2 OWNER w ~
CONTRACTOR e 1
METHOD OF ADVANC.BORING DEPTH TYPE DIA.
WT.
DATE T I ME DEPTH CASING
CAS, SAMP.
CORE TUBE SHEET NO.:
I OF 1
PROJECT NO'-'900 ELEVATION:
DATUM:
DATE START:
10-27-81 DATE FINISHED 10-27-81 DRILLER:F.
Re nolds DIAMOND CORE O
UJ tL cE (0
I-OI-KI I-cn 4J g) 0 CCA SAMPLES TO O
0) 0-I-
CO OZ FALL IDENTIFICATION INSPECTOR:
R. Smith REMARKS N
38 40 41 60 SP M
SP M
SP M
SP M
Brown f-c SAND, little Gravel-, t. of Silt Gray-brown f-c SAND, t. of Gravel Gray f-c SAND, t. of Gravel Gray f -c SAND, t. of Gravel N
28 53 32 18 34 SP M
SP M
Gray f-c SAND, some Gravel Black f -c SAND, little Gravel IO 71 37 SP lP Gray f--c SAND IO I2 21 97 5
3 SP M
Gray f -c SAND, t.
of fine Gravel 14 IS I6 l5 l7 Ia t9 20 2l 20 22
BORING NO.
cv-47 BURNS AND ROE, INC.
SHEET NO.:
I OF PRO JECT NNP-2 OWNER DATE T I ME DEPTH CASING PROJECT NO 3900 CONTRACTOR e
oa'ETHOD OF ADVANC.BORING ELEVATION:
DATUM:
CAS, SAMP.
CORE TUBE DEPTH OTO 3 TYPE DATE START: 10-27-81 POWER AUGER HAND CHOP. W/MUD:W/WATER DATE FINISHED10-27-81 TO DIA.
DRILLER:p.
Re nolds ROT. DRILL:WAIUD:W/WATER WT.
TO TO FALL INSPECTOR:
R. Smith DIAMOIIDCORE O
IJJ 0
CO SAMPLES IDENTIF)CAT)ON O
IO 0-
'rI-z I-cn UJ (D a Ir-I I-CO O
I-OI-42-M Gray-brown f-c SAND SP N
17 Gray f-c SAND, t. of fine Gravel I
Gray f-c
SAND, Gravel SP SP 40 18 22 80 51 12 19 0
Black f -c SAND, t. of f.
Gravel SP M
Gray-brown f-c SAND SP Gray-brown f-c
SAND, little Gravel 16 SP 10 Brown-gray f-c SAND, t; of fine.Gravel N
7 SP 10 75 Brown-gray f-c SAND, t. of fine Gravel Gray f -c SAND, little fine Gravel SP 8
2 13 16 17 SP Gray f -c SAND, little Gravel 10 SP 15 Gray f -c SAND, t. Gravel 25 1
SP" N
12 SP 11 7
Gray m-c SAND, t. fine Gravel SP Gray f-m+-c SAND, t. fine Gravel 20 SP 5
7 8
2 21 Gray f-m SAND 15 SP 22 23 M
Gray f -c SAND, t. Gravel
BURNS AND ROE, lNC.
PRO JEC T WNP-2 OWNER W.P.P.S.S.
BORlNG NO.
47 SHEET NO.: 2 OF 2
JOB NO.:
3900 Oz UJ CL cK CO SAMPLES.
O,I g)
~
CO ~
.,'DENTlFICATION':.; l'
'REMARKS 25.
26 27 16 27 17 25 18 24 19 13 20 23 15 12 7llll 13ll 7
14ll 2
SP SP SP SP M
GraY f-m SAND Gray f-m SAND Gray f-m SAND, trace Sand and Silt lenses Gray-brown fine SAND and SXLT
+
Gray m
c SAND, little fine Gravel 25
" 3I 33 4I 42 40 46 48
BURNS AND ROE, INC.
BORING NO.
CT-48 PROJECT N
-2 OWNER CONTRACTOR
.h METHOD OF ADVANC.BORING POWER AUGER HAND CHOP. W/MUD:W/WATER ROT. DRILL:.W/MUD:W/WATER DIAMOND CORE DEPTH OTO 1 TO TO TO TYPE DIA.
WT.
FALL DATE
'CAS,,
TIME
,SAMP.
DEPTH CASING CORE TUBE SHEET NO.:
I OF 1 PROJECT NO 3900 ELEVATION; 442. 1 DATUM:
DATE START: 10-27-81 DATE FINISHED 10-28-8 DRILLER:P.
Re nolds INSPECTOR:
R. Smith I-Q.
LdO O
hJ CL (D
SAMPLES 4ll 17 28 12 22 O
03 0-CO
~
GP SP SP IDENTIFICATION Black GRAVEL; some SAND Gray-brown f-c SAND, t. of fine Gravel Gray f-c SAND, little Gravel REMARKS IO l2 N
N P
N 8
38 28 1
1 13 7
18 75 27 SP GP
-SP SP SP No recovery Brown f-m SAND, little Gravel Black GRAVEL and f-c SAND Brown-gray f-c SAND, t. of Silt, t. of fine Gravel Brown-gray f-c SAND and GRAVEL IO l4 l5 I6 l5 17 l8 l9 20 2l 22 20
POWER AUGER HAND CHOP. W/MUD:W/WATER OTO 9 TO BURNS AND ROE, INC.
PROJECT W
-2 OWNER w ~
CONTRACTOR METHOD OF ADVANC.BORING. DEPTH TYPE DIA.
BORING NO.
DATE T I ME DEPTH CASING CAS; SAMP.
CORE TUBE CT-49 SHEET NO.:
I OF 1 PROJECT NO 39DO ELEVATION; 440. 9 DATUM:
DATE START: 10-28-81 DATE FINISHED ROT. DRILL:W/MUD:W/WATER DIAMOND CORE TO TO WT.
FALL DRILLER: F.
Re nolds INSPECTOR:
R. Smith I-LL OZ LLI Q.
cEM I-OI-I-Ol-LLI~
ZQ~
~W
~
17 SAMPLES O
Cl 0-CO I
SP I-CO O
IDENTIFICATION Gray-brown f-c SAND, of Gravel REMARKS N
40 43 9
SP M
21 18 SP SP M
Gray f -c SAND, t. of Gravel Gray f -c SAND, Gray f -c SAND, t. of Gravel Cobble?
N N P 28 49 22 1
13 15 20 29 SP SP Gray f -c SAND, t. of Gravel S
Lt. Gray f-c SAND, little Gravel, fine Silt IO IO I2 l3 I4 IS IG IS I7 IB 19 20 2I 22 23 20
BURNS AND ROE, lNC.
PROJECT W
-2 OWNER w
CONTRACTOR e cr'ETHOD OF ADVANC.SORING DEPTH BORING NO.
DATE TIME DEPTH CASING
CAS, SAMP.
CORE TUBE CT-50 SHEET NO.:
I OF 1 PROJECT NO 3900 ELEVATION:
441. 2 DATUhl:
M POWER AUGER HAND CHOP. W/MUD:W/WATER ROT. DR)LL'.W/MUD'W/WATER 0 TO21 TYPE TO D IA.
TO WT.
DATE START: 10-29-81 DATE FINISHED 10-29-81 DRILLER: F.
Re nolds DIAMOND CORE O
IU Q.
V)
I-OI-I-z IUCO g IrU SAMPLES TO O
IQ CO I-CO O
FALL tDENTlF1C ATlON INSPECTOR; R. Smith REMARKS
~ i' 1
3 8
7 5
6 13 SP M'
I SP M
SP SP SP SP SP M
Brown-gray f-c SAND, t.
of Gravel '
I Brown-gray f-c SAND, t.
of fine Gravel Brown-gray f-m SAND Brown-gray f-m SAND Brown f-m SAND and gray m-c SAND Gray f -c
SAND, some Gravel Gray-brown f-c SAND, little Gravel Gray-brown f-c SAND, t. of Gravel N
9 24 13 28 SP M
Gray f -c SAND, Gravel little 10 23 23 21 SP M
Gray f -c SAND, little Gravel 18 SP Gray f -c SAND, t. of Gravel 2l N
12 14 24 14 1
16 15 8
9 SP M
SP M
SP M
Gray f -c SAND, t. of Gravel Gray f -c SAND, little Gravel Gray m-c SAND, t. of Gravel 20 23
BURNS AND ROE, INC.
BORING NO.
cT-5L PROJECT W
-2 OWNER CONTRACTOR METHOD OF ADVANC.BORING DEPTH 0 T022 POWER AUGER TYPE DATE T I ME DEPTH
CAS, SAMP.
CORE CASING SHEET NO.:
I OF 1 PROJECT NO'"
3900 ELEVATION:
44 TUBE DATUM:
DATE START:
10-28-81 HAND CHOP. W/MUD:W/WATER ROT. DRILL'.W/MUD'/WATER DIAMOND CORE TO TO TO DIA.
. WT.
FALL DATE F INISHED10-DRILLER: F.
Re nolds INSPECTOR:
R. Smith O
I1J CL cC CO I-OI-Kl.~
I-CO-IJJ CD ZCO~
ICJIJJ
a. Cr -I SAMPLES O
CO O
IDENTIFICATION I-UJ CL REMARKS 17 SP, M SP P
Brown-grey f-c SAND t. of Gravel Gray m -c SAND.
+
some Gravel 17 SP M
Gray m -c SAND, t. of fine Gravel IO I2 N
N
,7 4
4.
7 14 19 21/ 2 74 26 SP M
SP M
SP M
SP M
SP M
Gray m+-c SAND. t.
GraveL Gxay f -c SAND little Gravel Gray m-c SAND t. of fine Gravel Gray=brown m-c SAND, t. of fine Gravel Gray m-c SAND.
some Gravel IO l3 14 l5 16 N
N 10 19 SP 13 9
SP SP M
Gray m-c
SAND, some Gravel Gray f-c SAND little Gravel Gray f-m+-c SAND. t. of Gravel I5 l7 l8 I9 20 2l 23 N
N 12 13 38 3
7ll 13 10'7 21 SP M
SP M
SP M
Gray m-c SAND, t. of fine Gravel No recovery Gray f-m SAND Gray f-m SAND 20
BURNS AND ROE, INC, BORlNG NO.
cv-52 PPOJECT W
-2 OWNER CONTRACTOR METHOD OF ADYANC.BORING POWER AUGER HAND CHOP. W/MUD'W/WATER ROT. DRILL:.W/MUD'/WATER TO TO DIA.
WT.
DEPTH 0 TO2 TYPE DATE
CAS, TIME SAMP.
DEPTH CASING CORE TUBE SHEET NO.:
I OF 1
PROJECT NO" 3900 ELEVATION:
440. 8 DATVM:
MSL DATE START:
0 8
DATE FINISHED DRILLER:F.
Re nolds DIAMOND CORE TO FALL INSPECTOR:
R. Smith 0
(xi M 4 &l O
UJ CL (0
I-OI-
~CO 0 Ir&
SAMPLES O
I-'O O
I t DENT1F ICATION X
0 Wa REMARKS 1
3 12 N
N 2
N N
6 2
3 5
5 1
12 0
15 39 19 13 13 10 12 27 14 13 SP SPA SP SP Gray f-c SAND, t. of Gravel Gray brown f-c SAND, t
t. of Gravel Gray brown f-c SAND, Silt, t. f Gravel Gray brown f-c SAND, Silt little Gravel, trace Silt No recovery No recovery Gray m-c SAND. little Gravel Gray f-c SAND, little Gravel Gray f-c SAND. little Gravel
(~
N 10 Ig ll N
9 9
15 9
SP
'SP SP Gray brown f-c SAND Gray brown f -c SAND, t.
of fine Gravel Gray f-m -c SAND
+
13 17 8
SP Gray f-m -c SAND
+
21 22 N
14 16 8
8 SP Gray f-m -c SAND
+
Geologic Associates, Inc.
GEQIDGIEEE AND ENGiNEERs T ~WWZV8Mrn~i~g.
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GEQIGGIsEs AND ENGINEERs WZJ I
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GealagiC ASSOCiateS, InC.
GEQLQGIsls AND ENGINEERs DENSITIES DETERMINED. BY
./
DOWNHOLE NUCLEAR DENSITY GAUGE Bor i n Number De th (ft)
Density (PCF)
Wet
~Dr "
TS-1 TS-2 TS-5 CT-9A CT-15 CT-16 CT-17 2.7 3.4 2.7 1.7 2.2 5.7 6.7 11.9 12.2 12.4 14.9
15. 3
18. 7 19.4 19.7 22.4 3.0 14.3 14.9 18.7 1.7 5.7 8.5 9.0 9.5 11.7 12.7
14. 7
15. 7 18.0 128. 2 121.6 126.8 139. 2 138.5 134.6 136.0 138. 8 141.0 138. 8 137. 8 140. 9 140.0 141.2
~1 17.3 112.2 140. 7 143. 5 144.4 127.6 118. 3 129.
1 116.2 113.6 117.0 109.2 107. 5 112.9 118.9 129.9 122.
1 116.0 122.0 131.9 131. 3 128. 7 130. 0 132.3 134.4 132.3 131.
1 134.
1 133. 6 134.7 112.3 107.4 135. 8 130.7 131. 5 120. 3 112.6 122.8 110.5 108. 2 111.3 103. 7 102. 2 107. 2 112. 8 122. 4 "Dry Density calculated samples.
using moisture content determined from SPT Route 33 McBride Lone - Knoxville, Tennosseo 37922-Tetephono (615)966-9761 Franklin - Knoxville - Kingsporl, TN Founded'953
Geologic Associates, Inc.
GEQIQGIsIs AND ENGINEERs Bor in Number De th (ft)
Density (PCF)
Wet
~Dr ~
CT-18 CT-19 CT-20 CT-21 CT-22 5.7 9.2 11.6
14. 7
15. 5
17. 4 20.5
21. 5 3.4 6.7
10. 7
13. 7
18. 0 2.9 7.0 10.2 10.7
12. 7 14.0
16. 5 17.2 19.
1
19. 8 2.2 5.3 7.9 11.0
13. 3 14'. 0 17.0
19. 8 2.3 3.0 8.5 11.5
12. 3
14. 0
14. 7
17. 8
18. 5
20. 8
21. 5 122;6 120. 7 f27.6 134.0 132.5 132.6 133.2 137.0 137.
1 124. 8 132.0 135.
1 125.3 126. 8 125.9 127.
1 130. 4 121.
1 122. 3 123. 4 124. 7 122.5 128.2 106.2 105. 8 105.6 118.2 117.5 109.3 108. 6 106. 3 135.6 129. 8 140.0 139.2 138.2 141.3 142.8 138.9 140.6 121.3 126.6 115.2 115.2 121.9 127.0 125.5 125.6 125.2 128.7 130. 9 117.7 118.2 128.9 120.4 122.4 117.
1 119.2 123. 6 116.2 116.
1 115.8 119.5 117.3 122. 8 102.1 100.9 100.7 112.5 112.3 104.5 106.6 102.5 129". 0 123.5 132. 5 131.2 130.5 134.2 135.6 132.0 133.6 115.4 120.6
~Dry Density calculated using moisture content determined from SPT samples.
Founded 1953 PoUte 33 McBride Lane - Knoxville, Tennessee 37922-Telephone l615)966-9761 Franklin - Knoxville - Kingsport, TN
Geologic Associates, Inc.
GEQLcGlsls AND ENG~NEERs Borin Number CT-23 De th (ft) 1.
9'.6 5.6 6.3 8.7 9.4 11.5 12.3 15.5 16.2 138. 9 131.3 4 118.9 117. 0 125.3 123. 3 103. 8
98. 6 104.2 100. 4 133.0 125.8
'14.2 113. 3 119. 3 117.4 101. 3
96. 2 100.9
97. 2 Density (PCF)
'Wet
~Dr K
CT-24 2.7 5.4 8.5 9.1 12.
1 14.7 15.4 127. 8 141.8 126. 7 119.4 131. 3 126. 7 130.
1 122.
1 135. 4 118.9 112.0 124.2 122. 4 125. 7 CT-25 2.5 3.2 5.5 6.1 8.2 8.9 11.3 12.0 12.2 126. 0 134. 0 132. 7 132. 8 135. 4 132. 8 122. 3 130.
1 125.3 125. 4 128. 5 126. 6 133. 5 127. 3 139. 4 132. 9 140.8 133.1 CT-26 1.2 1.9 4.1 4.8 7.3 8.0
10. 6 11.3 131. 0 136. 8 132.4 133.
1 138. 6 133. 6 124. 5 122.7 126.0 131. 5 129. 3 130. 0 133. 7 128. 8 119. 8 118.
1 122. 3 116.2 116.1 121.
1 118.5 119.3 119.0 Paulo 33 McBrldo Lane - Knoxville, Tennessee 37922-Telephone (615)966-9761 Franklin - Knoxville - Kingsporl, TN CT-27 2.7 132. 6 3.4 126. 5 5.5 127.0 6.2 132. 5 8.3 130. 7 9.0 131. 6 11.7 131. 3
~Dry Density calculated using moisture content determined from SPT samples.
4'=s Founded 1953
GeOIOgiC ASSOCiateS,
InC, GEQLQGists AND ENGiNEERs Borin Number De th:.(ft)
Density (PCF)
Wet
~Dr ~
CT-27 CT-28 CT-29 CT-31 CT-32 CT-34 CT-36 12.,4.,
14. 7 15.4
17. 8
18. 5 19.6 21.3 1.7 3.5 4.0 4.2 7.0 7.7 9.3 10.0 0.7 1.4 3.5 4.2 4.5 5.6 6.3 17.3 1.5 2.2 6.8 7;5 2.2 2.9 5.9 1.2 1.9 3.9 4.6 7.1 123. 3 125. 8
'119. 6 119. 3 133.7 126. 8 128. 7 134. 5 135.
1 135.
1 129. 6 132. 9 135.4 137.'7 135. 9 132. 0 135. 7 135. 8 131. 3 135. 3 139. 2 134. 5 143.2 115.4 112.0 130.9 121.
1 126. 9 128.0 128. 4 129. 9 131. 8 121. 7 114.2 120. 7 113.6 117.0 112.1 110.7 124.0 116.9 118.6 129.
1 129.9 129.9 124.6 128. 3 130. 7 132. 9 131. 2 127. 4
.131.0 1,31.
1 125. 2 128. 2 134.7 130.2 136.9 110.2 107. 7 123. 8 131. 8 133. 0 132. 3 125.4 127.2 113.
1 102. 3 117.6
~Dry Density calculated using samples.
moisture content determined from SPT Paulo 33 McBride Lane - Knoxville, Tennessee 37922-Tetephano (615)966-9761 Franklin - Knoxville - Kingsport, TN Founded 1953
Geologic Associates, Inc. 6
.0GtsIs ANDENGINfER-Borln Number CT-37 De th (ft)
"1. 4 2.0 3.8 4.3 6.6 7.3 115. 3
'22.6 123. 2 127.0 129.8 135. 0 Density (PCF)
Wet
~Dr "
111.3 118.3 118.2 121.
1 123. 9 128. 9
~Dry Density calculated using moisture content determined from SPT samples.
Route 33 Mc1Mde Lone - Knoxville, Tennessee 37922-Telephone (615)966-9761 Franklin - Knoxville - Kingsport. TN Founded 1953
GeOIOgiC ASSOCiateS, InC.
GEQIGGIsIs AND ENGINEERs DENSITIES DETERMINED BY DOWNHOLE NUCLEAR DENSITY GAUGE (Continued)
Borin Number De ih (ft.)
Density Wet (PCF)
~Dr CT-38 CT-39 CT-40 CT-41 4.0 9.6 1.3 2.0 4.4 5.1 6.5 7.2 0.9 1.6 3.9 4.6 7.4 8.1 13.3 14.0 16.
1
16. 8 17.4 18.
1
22. 0 22.7 5.3 5.8 6.0 6.5 8.7 9.4 11.2 130.42 121.8 124. 8 120. 3 138. 8 114.4 114.4 123. 8 126. 3 131.9 124.5 123.1 122.9 113.8 108.
1 120. 2, 121.7 122.6 124.4 127.5 112.4 121. 7 120.3 103. 6 124. 4 107. 0 115.6 98,1 110. 5 135. 8 123. 9 115.0 119;1 116.2 134.
1 109. 8 109. 8 119.2 121. 7 125.8 118.8 117.4 117.5 106.9 101. 5 114. 6 116.0 117.5 119.2 122.1 107. 7 114.8 113. 5 99.8
'I 19.8 103.
1 111.6
95. 7 106. 8 130.2 CT-42 1.9 4.8 8.2 8.9 11.2 11.9 126.2 130.4 132.1 121.6 127.1 128.8 128. 7 126. 2 144.4
.1 36:5 129.5
, 124.8
<<Dry Density calculated using moisture samples.
content determined from SPT Route 33 McBttde Lane - Knoxvilte, Tennessee 37922-Telephone (615)966-9761 Franklin - Knoxville - KIngsport, TN Founded 1953
II
Geologic Associates,
Inc, GEDLQGlsTs AND ENGiNEERs DENSITIES DETERMINED BY DOWNHOLE NUCLEAR DENSITY'AUGE (Continued)
Bor i n Number CT-43 De th (ft.)
1.6 2.3 3.9 4.6 7.1 7.8 9.7 13.2
13. 9 15.6
16. 3
19. 3 20.0 118.
1 109. 7 109. 7 124.4 122.5 97;6 96.
108. 6 108. 9 105.
1 106. 0 100. 7 113.6 104.6 I03.6 118.3 116.4 92.8 93.2 105.4 105.7 102.1 102.5 97.'4 Density (PCF)
Wet,
~Dr 123.'7 118.9 CT-44 CT-45 0.5 1.2 4.3 5.0 8.0 8.7
10. 8 12.6
13. 3
18. 5 19.2 0.5 1.2 3.6 4.3 7.3 8.0 9.5 10.2 12.
1 12.8 15.7 18.7
19. 4 122.6 128.7 142.0 143.
1 112.6 110.0 140.
1 139. 5 145.1 122. 2 131. 4 132. 0 135. 7 136. 6 131. 3 118. 0 124. 4 136. 8 132. 6 120. 6 138.4 132.6 133.3 131.9 117.9 123. 8 135.2 136.3 106.0 104. 8 135.5 135.2 136.8 117.0 125.0 127. 4 131. 0 131.
1 125.2 114.0 120.2 131. 2
127.
1 115. 6 131. 4 125.9 128.7 126.1
~Dry Density calculated using moisture samples.
content determined from SPT Aoute 33 McBrtde Lane - KnoxSrille. Tennessee 37922-Telephone l615)966-9761 Franklin - Knoxville - Kingsport, TN Founded 1953
II
GeOIOgiC ASSOCiateS, InC.
GEQLGGIEEs AND ENGINEERs DENSITIES DETERMINED BY DOWNHOLE NUCLEAR DENSITY GAUGE (Continued)
De Density (PCF)
Wet
~Dr CT-46 CT-47 CT-48 CT-49 1.4 3.8 6.7 7.4 1.2 1.9 3.6 4.3 7.1 7.8 9.8 12.9 13.6 16.5 17.2 18.7 19.4 1.1 5.7 6.4 8.0 8.7 2.8 3.5 5.8 6.5 8.2 134.5 115.9 123.7 120.7 121. 7 127. 4 119.6 108.
1 115.3 126. 8 134.7 128.7 129.5 132.5 107.8 79.9 117.5 133.8 112.1 117.4 118.4 128.4 123. 8 119.6 126.9 121.5 133. 8 129. 5 111.5 120. 9 116.7 117.2 122. 6 115.8 105.3 110.5 121.6 129.1 123.4 123.0 125.4 102.0 75.7 111.3 129. 8 107. 9 112. 0 113.0 127.5 118.1 114.1 122.6 117.4 130.0 CT-50 1.4 2.1 3.9 4.6 6.7 7.4 9.8
10. 3
12. 5
13. 2
~Dry Density calculated using moisture content samples.
123. 4 128. 6 108. 2 116. 5 115.2 123.4 134.4 141.2 139.2 138.4 117.5 127.5 103.2 111.3 110.0 118.0 128.1 133.8 131. 9 130.2 determined from Route 33 McBride Lane - Knoxville, Tennessee 37922-Tetephone (615)966-9761 franklin - Knoxville - Kingsport, TN Founded 1953
0 9l P
I I,
7P
,4 ll
GeOIOgiC ASSOCiateS, InC.
GEDLQGls[s AND ENGINEERs DENSITIES DETERMINED BY DOWNHOLE NUCLEAR DENSITY GAUGE (Continued)
Borin Number CT-51 De ih (ft.)
1.4 2.1 4.1 4.8 6.8 7.5 II.O 11.3 12.7 13.4 13.9 16.0 16.7
18. 8 19.5 109. 7 113.0 110. 7 109.
1 125.0 127.2 124.2 128.7 123.7 131.8 121;3 115.2 115.1 109.6 106.7 120.7 110.2 107.8 106.2 121.4 121.8 117.6 121.9 117.1 124.5 114.5 108.8 108.2 103.5 101.6 Density (PCF),
Wet
~Dr "Dry Density calculated using moisture content determined from SPT samples.
Route 33 McBrtde Lane - Knoxvttte. Tennessee 37922-Telephone (615)966-9761 Franklin - Knoxville - Kingsport, TN Founded l953
GeOIOgiC ASSOCiateS, InC, GEoLQGIsts AND ENGINEERs P
S N
SUMMARY
OF NATURAL MOISTURE CONTENTS DETERMINED FROM SPT SAMPLES Hole Number CT-25 CT-25 CT-25 CT-25 CT-28 CT-28 CT-28 CT-28 CT-28 CT-28 CT-29 CT-29 CT-29 CT-30 CT-30 CT-30 CT-32 CT-32 CT-32 CT-33 CT-33 CT-33 CT-35 CT-35 CT-35 CT-37 CT-37 CT-37 CT-37 CT-37 CT-37 CT-38 CT-38 CT-38 CT-39 CT-39 CT-39 Sam le Number 2
5 7
9 2
4 6
8 10 12 2
4 6
2 4
6 2
4 6
2 4
6 2
4 6
2 4
6 8
10 12 2
4 6
2 4
6
Depth, (f'eet) l.
6.
9.
12.
1.
4.
7.
10.
13.
16.
1.
4,
,7.
2.
5.
8.
1.
4.
7.
1.
4.
7.l.
4.
7.l.
4.
7.
10.
13.
16.
1.
4 ~
7.
1.
4.
7.
5-3.0 0- 7"5 0-10.5 0-13.5 5-3.0 5-6.0 5-9.0 5-12.0 5-15.0 5-18.0 3.0 5-6.0 5-9.0 0- 3."5 0- 6'.5 0- 9.5 5-3.0 5-6.0 5-9.0 5-3.0 5-6.0 5-9.0 5-. 3.0 5-6.0 5-9.0 5-,3.0 5-6.0 5-9.0 5-12.0 5-15.0 5-18.0 5-3.0 5-6.0 5-9.0 5-3.0 5-6.0 5-9.0 Natural Moisture Content,'$
3.0 5.9 4.9 5.8 4.2 4.0 3.6 5.6 4.6 5.0 5.5 4.3 4.8 5.1 4.2 6.7 4.7 4.2 4.1 5.1 4.5 5.3 3.3 3.6 4.9 4.7 4.6 6.6 6.1 4.7 5.9 4.8 3.5 3.8 4.8 Route 33 Mc8Etde Lone - Knoxville. Tennessee 37922-Telephone (615)966-9761 Franklin - Knoxville - Kingspori, TN Founded 1953
Geologic Associates, Inc.
GEoLcGIsfs AND ENGINEERE
SUMMARY
OF NATURAL MOISTURE CONTENTS DETERMINED FROM SPT SAMPLES Mole Number CT-40 CT-40 CT-40 CT-40 CT-40 CT-40 CT-41 CT-41 CT-41 CT-41 CT-41 CT-42 CT-42 CT-42 CT-42 CT-42 CT-43 CT-43 CT-43 CT-43 CT-43 CT-43 CT-44 CT-44 CT-44 CT-44 CT-44 CT-44 CT-44 CT-45 CT-45 CT-45 CT-45 CT-45 CT-45 CT-45 CT-46 CT-46 CT-46 Sam 10 12 14 16 18 20 2
4 6
8 10 2
4 6
8 10 2
4 6
8 10 12 2
4 6
8 10 12 14 2
4 6
8 10 12 14 2
4 6
Depth (feet)
II
13. 5-15. 0
'16. 5-18. 0
19. 5-21. 0, 22.5-24.0 25.5 27.0 28.5-30.0 1.5-3.0 4.5-6.0 7.5-9.0 10.5-12.0 12.85-15.0 1.5-3.0 4.5-6.0 7.5-9.0 10.5-12.0 13.5-15.0 1.5-3.0 4.5-6.0 7.5-9.0 10.5-12.0 13.5-15.0 16.5-18.0 1.5-3.0 6.0- 7.5 9.5-10.5 12.0-13.5 15.0-16.5 18.0-19.5 21.0-22.5 1.5-3.0 4.5-6.0 7.5-9.0 10.5-12.0 13.5-15.0 16.5-18.0 19.5-21.0 1.5-3.0 4.5-6.0 7.5-9.0 Natural Moisture Content 4.9 4.4 6.0 6.0 3.1 26.0 3.5 3.8 3.3 4.5 5.1 2.6 5.8 3.8 2.6 4.2 4.0 5.9 5.2 4.3 3.0 2.9 4.0 6.2 3.4 3.2 10.5 4 '
3.5 3.6 4.9 3.5 4.5 5.1 3.6 4.6 3.9 2.3 3,4 Route 33 Mc8rlde Lane - Knoxville, Tennessee 37922-Telephone (615)966-9761 Franklin - Knoxville - Kingsporl, TN I
Founded 1953
Geologic Associates, Inc.
GEDLGGIsfs AND ENGINEERs
SUMMARY
OF NATURAL MOISTURE CONTENTS DETERMINED FROM SPT SAMPLES Hole Number CT-47 CT-47 CT-47 CT-47 CT-47 CT-47 CT-47 CT-47 CT-47 CT-48 CT-48 CT-48 CT-49 CT-49 CT-49 CT-49 CT-50 CT-50 CT-50 CT-50 CT-50 CT-50 CT-50 CT-51 CT-51 CT-51 CT-51 CT-51 CT-51 CT-51 Sam I e Number 2
4 6
9 11 13 15 17 19 2
6 8
2 4
6 8
2 4
6 8
10 12 14 2
4 6
8 10 12 14 Depth (feet>
1.5-3.0
.4.5-6.0 7.5-9.0 12.0-13.5 15.0-16.5 18.0-19.5
21. 0-22. 5 24.0-25. 5 27.0-28.5 1.5-3.0 7.5-9.0 10.5-12.0 1.5-3.0 4.5-6.0 7.5-9.0 10.5-12.0 1.5-3.0 4.5-6.0 7.5-9.0 10.5-12.0 13.5-15.0 16.5-18.0 19.5-21.0 1.5-3.0 4.5-6.0 7.5-9.0 10.5-12.0 13:5-15.0 16.5-18.0 20.5-22.0 Natura I 'Mo Isiure Content 3.9 2.7 4.3 5.3 5.7 5.6 5.0 4.6
28. 7 3.1 4.8 4.6 4.8 3.5 2.9 2.9 5.0 4.7 4.9 5.5 6.3 7.2 6.0 2.5 2.7 4,4 5.6 5.9 5.9 5.0 Route 33 McBftde Lane - Knoxvilie. Tennessee 37922-Telephone (615)966-9761 Franklin - Knoxville - Kingsporf, TN P
Founded 1953
t
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PROJECT WNP-2 PROJECT NP 81 605 CT-6 SAMPLE LOCATION November 16, 1981 DATE SOIL PROPERTIES:
NATURALMOISTURE (%)
See logs SOIL DESCRIPTION TEST METHOD, AS'0 1 557 150 MAXIMUMDRY DENSITY (PCF)
OPTIMUM MOISTURE CONTENT (%)
123. 4 10.2 145 CURVES OF )00% SATURATION (0 AIR VOIDS) FOR SPECIFIC GRAVITY OFt 140 00 V
130 C
o~
125 2.75 2.70 2.65 2.60 GEOLOGIC ASSOCIATES, INC.
,ggOt>tug~
01
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4 120 115 110 0
2.5 7.5 10 Water Content Percent of Weight 12.5 15 17.5
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November 16, 1981 DATE PROJECT WNP-PROJECT NO.
SAMPLE LOCATION 1-605 CT-7 SOIL PROPERTIES:
NATURALMOISTURE (%)
See Logs SOIL DESCRIPTION TEST METHOD:
ASTM D 1557 150 MAXIMUMDRY DENSITY (PCF)
OPTIMUM MOISTURE CONTENT (%)
132.4 6.7 145 CURVES OF 100% SATURATION (0 AIR VOIDS) FOR SPECIFIC GRAVITY OF~
140 00 V
130 C
125 2.75 2.70 2.65 2.60 GEOLOGIC ASSOCIATES, INC.
.ylOIJA(y~ty 120 115 110 0
2.5 7.5 10 12.5 15 17.5 Water Content Percent of Weight
t;
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100 U.S. STANDARD SIEVE OPENING IN INCHES 6
4'3 2 1' f4
/5~
3 4
6 U.S. STANDARD SIEVE NUM8ERS 416 20 30 40 50 140200 810 1
70 100 HYDROMETER 0
90 10 20 70 o
60 F
0 5
z z
40 V
30 30 Z0 40 P
50 g
0V 60 z
V 70 20 80 10 90 0
500 CO88LES 100 50 COARSE GRAVEL 10 5
FINE 1
0.5 GRAIN SIZE MILLIMETERS SAND COARSE MEDIUM FINE 0.1 0.05 001 0005 SILT OR ClAY 100 0.001 SAMPLE NO.
ELEY. OR DEPTH 3.0I-4.0 SOIL DESCRIPTION See lo s SP. GR.
NAT.W.%
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.PI USC PROJECT NO.81-605 PROJECT CLIENT 8ORING NO 11/16/81 GEOLOGIC ASSOCIATES, INC.
4 l
I l
U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 100 6
4 3
2 1IQ 1
l4 8
3 4
6 810 1416 20 30 40 50 70 1001 40 200 90 10 20 70 30 I
e 60 F
50 Z
z 40 V
30 Q
40 50 g
0 60 70 20 80 10 90 0
500 COBBLES 100 50 COARSE GRAVEL 10 5
FINE COARSE 1
0.5 GRAIN SIZE MILLIMETERS SAND MEDIUM FINE O.l 0.05 0.01 0.005 SILT OR CLAY 100 0.001 SAMPLE NO.
CT-6 ELEV. OR DEPTH 3.0I 4.0'OIL DESCRIPTION See logs SP. GR.
NAT.W.%
Pl USC PROTECT NO.
PROJECT NNP-2 CLIENT BORING NO.
11/16/81 GEOLOGIC ASSOCIATES, INC.
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810 1416 20 30 40 50 70 10014 U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS 6
4 3
2 1IQ 1
0 200 HYDROMETER 90 10 20 70 I
m 60 50 Z
z 40 30 30 X
Q 40 P
50 v) 0V 60 V
70 20 80 10 90 0
500 COBBLES 100 50 COARSE GRAVEL 10 5
F INE 1
0.5 GRAIN SIZE MILLIMETERS SAND COARSE MEDIUM FINE O.l 0.05 0.01 0.005 100 0.001 SAMPLE NO.
CT-7 ELEV. OR DEPTH 3.0I 4.0'OIL DESCRIPTION See Logs SP. GR.
NAT.W.%
LL PI USC PROJECT NO.81-605 PROJECT WNP-2 CLIENT BORING NO.
DATE November 1 6 1 98 1 GEOLOGIC ASSOCIATES, INC.
I
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100 U.S. STANDARD SIEVE OPENING IN INCHES 6
4 3
21K 1
/4 33 3
4 6
U.S. STANDARD SIEVE NUMBERS 416 20 30 40 50 40200 810 1
70 1001 HYDROMETER 0
90 10 20 70 II 60 E
5 z
z 40 30 30 IT Q
40 50 0V 60 z
70 20 80 10 90 0
500 COBBLES 100 50 COARSE GRAVEL 10 5
FINE COARSE 1
0.5 GRAIN SIZE MILLIMETERS SAND MEDIUM fIN E 0.1 0.05 0.01 0.005 SIIT OR ClAY 100 0.001 SAMPLE NO.
CT-10 ELEV. OR DEPTH 3.0I 4.0'OIL DESCRIPTION See logs SP. GR.
NAT.W.%
LL PI USC PROJECT NO.
81 -605 PROJECT CLIENT BORING NO.
11/16/81 GEOLOGIC ASSOCIATES, INC.
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4 U.S. STANDARD SIEVE NUMBERS 6 20 30 40 50 00140200 810 141 70 1 HYDROMETER 90 10 20 70 I
N 60 P
50 Z
R 40 30 30 X
Q 40 50 v>
0IJ 60 z
70 20 80 10 90 0
500 100 50 10 5
1 0.5 GRAIN SIZE MILLIMETERS 0.1 0.05 0.01 0.005 100 0.001 CO88LES COARSE GRAVEL SAND FIFIE COARSE MEDIUM FINE SAMPLE NO.
CT-43 ELEV. OR DEPTH PI 4
P SOIL DESCRIPTION See logs SP. GR.
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1 U.S. STANDARD SIEVE NUMBERS 0 1416 20 30 40 50 A
yi B
3 4
6 81 70 100 140 200 HYDROMETER 0
90 10 20 70 I
e 60 F
5 z
z 40 V
30 30 Iz Q
40,P 50 g
0V 60 z
70 20 80 10 90 0
500 100 50 10 5
1 0.5 GRAIN SIZE MILLIMETERS 0.1 0.05 001 0005 100 0.001 COBBLES GRAVEL SAND COARSE FINE COARSE MEDIUM FINE'ILTOR CLAY SAMPLE NO.
TS"Level 6
ELEY. OR DEPTH 4;0'OIL DESCRIPTION See logs SP; GR.
NAT.W.'%L PI USC PROJECT NO 81 605 PROTECT CLIENT BORING NO.
11/16/81 GEOLOGIC ASSOCIATES, INC.
I l
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100 U.S. STANDARD SIEVE OPENING IN INCHES 6
4 3
21+
1 U.S. STANDARD SIEVE NUMBERS 0 1416 20 30 40 50 14020
/4
/i >
3 4
6 81 70 100 0
HYDROMETER 0
90 10 20 70 I
o 60 5
z z 40 V
30 30 IX Q
40 50 0
'V 60 v
70 20 80 10 90 0
500 COBBLES 100 50 COARSE GRAVEL 10 5
F INE COARSE 1
0.5 GRAIN SIZE MILLIMETERS SAND MEDIUM FINE 0.1 0.05 0.01 0.005 SILT OR ClAY 100 0.001 SAMPlE NO.
EI.EY. OR DEPTH TS-Leve I-5 5 0'OIL DESCRIPTION See logs SP. GR.
NAT.W.%
LL PI USC PRO)ECT NQ 605 I RojECT NNP-2 CLIENT BORING NO.
11/16/81 GEOLOGIC ASSOCIATES, INC.
II l
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4 3
2 1JA 1
/4 J8 B
3 4
6 41620 3Q 40 50 14020Q 70 100 90 10 20 70 II 60 S
50 z
z 40 30 30 IZQ 40 P
50 g
0 60 z
V 70 20 80 10 90 0
500 100 50 10 5
1 0.5 0.1 0.05 0.01 0.005 GRAIN SIZE MILLIMETERS 100 0.001 COBBLES COARSE GRAVEL FINE COARSE SAND MEDIUM FINE SILT OR CLAY SAMPLE NO.
S-Level 4
ELEV. OR DEPTH 6.0 SOIL DESCRIPTION See logs SP. GR.
NAT.W. %
LL Pl USC PROJECT NO.
PROJECT WNP-2 CLIENT BORING NO.
11/16/81 GEOLOGIC ASSOCIATES, INC.
0 51 I
5 5
5 I
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U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 6
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2 1IQ 1
l4 A
3 4
6 810 1416 20 30 40 50 70 100140 200 90 10 20 70 30 I
m 60 50 z
z 40 U
30 Q
40 50 0V 60 tJ 70 20 80 10 90 0
500 COBBLES 100 50 COARSE GRAVEL 10 5
FINE 1
0.5 GRAIN SIZE MILLIMETERS SAND COARSE MEDIUM FINE 0.1 0.05 0.01 0.005 SILT OR CLAY 100 0.001 SAMPLE NO.
TS-Level 3
ELEV. OR DEPTH 7.0'OIL DESCRIPTION I
See logs SP. GR.
NAT.W. SL LL Pl USC PROJECT NO.81-605 PROJECT WNP-2 CLIENT BORING NO.
11/16/81 GEOLOGIC ASSOCIATES, INC.
W ~
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U.S. STANDARD SIEVE OPENING IN INCHES 6
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U.S. STANDARD SIEVE NUMBERS 200
/4 j2 3
3 4
6 810'1416 20 30 40 50 70100140 HYDROMETER 0
90 10 20 70 I
o 60 W
5 Z
z 40 V
30 30 IX Q
40 P
50 0
60 V
70 20 80 10 90 0
500
'COBBLES 100 50 COARSE GRAVEL 10 5
F INE 0.5 GRAIN SIZE MILLIMETERS SAND COARSE MEDIUM FINE 0.1 0.05 001 0005 SILT OR CLAY 100 0.001 SAMPLE No.
TS-Level 2
'ELEY. OR DEPTH 8.0'OIL DESCRIPTION See logs SP. GR.
NAT.W.%
LL Pl USC PROJECT No.
PROJECT NNP-2 CLIENT BORING No.
DATE 11/16/81 GEOLOGIC ASSOCIATES, INC.
GeOIOgiC ASSOCiateS,
InC, GEolcGIsis AND ENGINEERs
'N-PLACE DENSITY TESTS PERFORMED USING WASHINGTON DENSOMETER Number
. TS (I'.eve I 2)
TS (Level 3)
TS (Level 4)
TS (Level 5)
TS (Level 6)
TS (Level 9)
TS (Level IO)
CT-17 CT-22 De th (ft) 8.0 7.0 6.0 5.0 4.0 I. 0" 0.0 0.0 6.0 S I t)E Den Wet 123. 8 125. 3 124.0 124. 4 112. 3 125. 2 122. 2 126.1 121.7 122.6 130.9 126.9 131."9 124. 6 130.1 135.2 131.6 126.1 125.4 123.8 126. 8 119. 5 107.2 122.2 124.0 128. 6 132. 9 127. 3 129.4 134.7 133.4 115.7 (PCF)
~Dr 117. 5 123. 2 121.6 119.0 107.3 119.6 115.6 120.0 116.0 115.7 120.0 120.1 120.0 119.5 121.7 125.3 120.8 121.1 119.3 119.8 116.7 112.8 103.9 114.3 116.3 115.6 124.8 116.6 116. 7 125.7 123. 6 I I O. 2 Relative
~Densit 98 116 I I I 103 42 83 74 83 75 73 83 83 83 75 85 91 83 83 83 84 78 69 69 72 89 66 66 91 106 42
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IN-PLACE DENSITY TESTS PERFORMED USING WASHINGTON DENSOMETER Number De th (ft)
DensltY (PCF)
Wet Drr Relative
~Dens it CT-15A CT-15A CT-17A CT-17B CT-3 CT-3 CT-3 CT-3 CT-3 CT-3 CT-19 CT-19 CT-19 CT-19 CT-19 CT-19 CT-19 CT-19 CT-27 CT-27 CT-27 CT-27 CT-27 CT-27 CT-27 CT-27 CT-27 3.0 3.0 3.0 3.0 1.5 3.0 4.5 6.0 7.5 9.0 1.25 2.25 3.25 4.25 5.25 6.25 7.25 8.25
.3 1.3 2.3 3.3 4.3 5.3 6.3 7.3 8.3 130. 7 141.4 116. 7 107. 8 118. 0 122.4 120. 3 110. 3 112. 4 110.2 119.
1 124. 9 119.0 120.0 118.2 121.4 125.9 130. 3 126. 3 127.'
119.0 126. 2
119.1 130.4 120.4 127.7.
129.7
'125.3 138. 8 112. 0 103. 8 114.0 117.5 116.
1 105. 4 106. 8 106. 5 110. 9 113. 0 110.
1 110. 6 108. 7 108. 8 113.
1 114. 2 111. 0-110. 7 108. 5 1 1-1. 2 108. 9 113. 7 106. 6 116.
1 112. 6 79 36 42 76 69 39 37 95 84 92 89 81 76 92 95 60 82 73 68 78 100 67 99 82 Acute 33 JAcBEtde Lane - Knoxville, Tennessee 37922-Telephone (615)966-9761 Franklin - Knoxville - Kingsport, TN j~~Jl ef Founded 1953
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GeOIOgiC ASSOCia>eS,'IriC.u GEOLOGiSES AND ENGINEERS, I N-PLACE DENS I TY TESTS PERFORMED USING SAND CONE'METHOD L
Number De th (ft)
Density (PCF)
Wet
~Dr TP CT-15 CT-17 CT-17 CT-21 CT-21 CT-22 CT-22 CT-22 2.5 3.0 2.5 3.0 2.5 3.0 2.0'.0 6.2 133.6 110.3 136.7 134.4 106.5 105.2 135.5 130.0 116.9
.'27.'.
94.8 130.1 125.0 101.5 101.3 128.9 123. 2 111.0 Route 33 McBrlde Lone - Knoxville, Tennessee 37922-Telephone (615)966-9761 franklin - Knoxville - Kingsport,*TN p,.
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GO2-81-527, Forwards Soil Backfill Testing Program, Vols 1 & 2,GA File 81-605,summarizing Results of Test Program & Conclusions Re Suspected Deficiency in Soil Backfill.Effects of Soil on safety-related Utils & Structures Acceptable

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GO2-81-527, Forwards Soil Backfill Testing Program, Vols 1 & 2,GA File 81-605,summarizing Results of Test Program & Conclusions Re Suspected Deficiency in Soil Backfill.Effects of Soil on safety-related Utils & Structures Acceptable

Text

SUBJECT:

Dear Mr. Schwencer:

Subject:

Reference:

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SUMMARY

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