I . I...e e j. -· e walter lum associates, inc. civil, structural, soils engineers i e walter lum...

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I • WALTER LUM . I •. EDWARD WATANABE WALTER LUM ASSO A TES, INC. ·llll.O t ·~" . EZRA KOIKE ----..,..----............ ----.------ _.., WALLACE WAKAHIRO CIVIl. STRUCTURAL, SOILS ENGINEERS JOJO WA.JA_LAE AVE., HONOLULU, HAWAII 96816 • TEL. 7J7-7931

fOR REFERE!~lCE S'r-.· A,~ not to be tak~n from this room

e?~ 242

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rfo. '15 .

December 22, 1982

HKH VENTURES c/o Herbert K. Horita Realty, Inc. 2024 North King Street, Room 204 Honolulu, Hawaii 96819

ATTENTION: Mr. Charles Honma

Gentlemen:

Subject: Grading Memorandum Nani Lehua - PhaseD Kaneohe, Oahu, Hawaii

The above project was genera I I y constructed with on-site and off-site soi Is. The fi II was placed and compacted in thin layers. A soi I technician from our offiCe was present at the site on an intermittent basis to observe grading progress and to take ·density tests. Whenever fi II operations were on a continuous basis, a sol I technician usually visited the site daily.

Grading Plan dated Apri I 28, 1982 by Park Engineering, Inc. was used as a guide for sol I testing purposes.

A tabulation of the field density test results is attached. Where low tests were noted, the area was rerolled and in most cases retested~ The density test resu Its at the time and at the locations taken were, in our opinion, in general conformance with the density requirements of the. Revised Ordinances of Honolulu, 1969 As Amended, except for the rear slope of Lot No. 90. It t s our understanding that the rear s I ope was previously constructed by others by casting excess materials over the s I ope. The I ot wi II be accepted by HKH Ventures without removing the. cast-over material but precautions wi I I be taken 'by the house designer In the design of the foundations.

,... • '- r'lfl''

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e • HKH VENTURES December 22, 1982 Page 2

Even though, in our opinion, the field density tests by our office conform to the density requirements of the City's Ordinance, the passage of time may result in changes in sol I conditions and we suggest ~e following precautions:

1. Some creep or settlements may occur near the tops of slopes. Foundations near tops of slopes or over sloping ground should be avoided or designed under the guidance of an Engineer.

2. Lot regrading by cutting, fi II ing or altering the drainage pattern may cause ground instability in some situations. For this reason, lot regrading should be voided or made under the guidance of a Soi Is Engineer.

3. The above precautions relating to foundations near tops of slopes or over sloping ground should be included as a matter of record in future land transactions •

Our work on this project does not inc I ude the fo I I ow 1 ng:

Sw-imming pools, retaining walls,- finish grading of lots not observed and tested by our office, backfi II of uti I ity trenches, etc.

We have employed accepted engineering and testing procedures and our professional opinions and conclusions are made in accordance with generally accepted sol I and foundation engineering principles and practices. However, we do not undertake to guarantee the construction nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the project plans and specifications.

Respectfully submitted,.

WALTER LUM ASSOCIATES, INC.

By tAJ~h.JzJ~ Wal la~e Wakahfro

WW:vl / cc: Park Engineering, Inc. (2)

Oahu Construction Co., Ltd.

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., ........ ,.,.,. .. •o• .. _ WALTER LUM

I IDWARD WATANABE WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS

EZRA ICOIItE WAUACI! WAICAtfiRO

JOJO WAIALAI AYI., HONOLULU, ttAWAII 96816 • TIL. n7•7931

TO: HKH VENTURES c/o Herbert K. Horita Realty, Inc. 2024 North Kj ng Street. Room 204 Hono I u I u, Hawa i i 96819

ATTENTION: Mr. Charles Honma

Gentlemen:

Re: NANI LEHUA- PHASE D

FIELD DENSITY TEST REPORT

We--Arc Sending You Herewith lliJ

___ Prints X Location Plan X Field Density Test Results

___ Boring Logs

-----~- Laboratory Test Results ___ _son Report

No. of Copies Sets __ 2 Sheets--------'-

General Remarks:

For period ending November 17, 1982.

cc: Park Engineering, Inc. (2)/ Oahu Construction Co., Ltd.

DATE: November 29, 1982

U~tder Separate Cover 0

___ Review and comment ___ Approval ___ Signature

x__ Your use and files

Yours truly,


By ({./_. vJiULt.l~

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'0 WALTER LUM ASSOCIATeS, INC.

.. :-\(j

WALTER LUM EDWARD WATANABE

EZRA KOIKE WALLACE WAKAHIRO CIVIL. STRUCTURAL. SOILS ENGINEERS I JOJO WAIA.LAE AVE , HONOLULU. HAWAII 81816 TEL. nr:re31


1-J AN~ L£..HUA- PHASe D

Field Density Test Results as follows:

Ending 1-tOVt:.ME)E.~ 1'1 19~ Sheet 1 of 1 Sheets

,Date Lot No. Fill Moisture Dry Standard ACIIatlvo

Layer• Content Danatty•• Denatty•• Compaction • • •

10- ~- e..z. ICt:J (I o'-t. ~1 B'b e~ 100

'II ~cr Cl: o'-t. ~4 1'1 'II qf7.

ll -

~e.A ~-'5 C..OP~ "11 _ . I .z'± 4f 80 8~·S" - .Gf ~

to-~- S'2. IU'lAtl- O:,U)p~

1B J I '-t ~q <54 ~&.r? 41 pte,p.lt. "!!LOP~CT: I

1&r I I-! 40 e~ II 'l~

I \ - \1· 10'2.. 1fb _(1:) Ot. lf'O 7'1 ~"·'=' '11

·-" -·

-

...

... ..

. -- .

• Approximate depth below finish grade.

•• Density in· pounds pe1 cubic foot. Standard densHy refers to density as indicated by the ASTM Method, 0·1557-70

• • • Tests indicate the relative compaction of the soils only at the test locations.

Q) Indicates Test :f. 1 .. taken in the lP:I. . shown.

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NOTE.: Q) INDIC.AIE.'? THe APPRO)(L MATe LOCATION

OF TeST .11 I TAKt.tJ IN Tl-'\c L..OT erHO~N. FOR TE.'='T RE5L1L.TS I SI:E:. 1"HE. 5UMMAR."1.

TE.ST LOCATION 5KE.TGl-\ NANI LEHUA. PHASE. t7

K.A.t-Jeot-4e, KOOL.AUPOKO, oAHU , HAWA 11 TA~ M~f" KE:."t:. +·.S·IO~ ~ 7. ~ 4-

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\E.~\ 17A1t:..~ .' f"t2.0t-J\ ID-£,.t7r_ "\D jl:_:: 17· ~v WALTER LUM ASSOCIATES, INC. CIVIL. STRUCTURAL. SOILS ENGINEERS

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WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS

WALTER LUM

I EDWARD WATANABE EZRA KOIKE

WALLACE WAKAHIRO J030 WAIALAE AYE., HONOLULU, HAWAU 96816 • TEL. 737·7931

TO: HKH VENTURES

c/o Herbert K. Horita Realty, Inc.

2024 North King Street, Room 204 Honolulu, Hawaii 96819 ATTENTION: Mr. Charles Honma

Gentlemen:

Re: _l'l_ANI LEHUA - PHASE D


We Arc Sending You Herewith []]

___ Prints _X_ Location Plan L Field Density Test Results

----~··Boring Logs · X Laboratory Test Resttlts

___ Soil Report

No. of Copies Sets __ 2 Sheets __ _

General Remarks:

For period ending September 29, 1982.

cc: Park Engineering, Inc. {2) Oahu Construction Co., Ltd.

DATE: October 5, 1982

Under Separate Cover 0

-"----~ Review and comment ___ Approval --,-,---,- Signature

X You_r use and files

Yours truly,


B '" / 11 ; ; . I ,-y .<-"~/../ ' y {l/J-(-t1_../ />f.<;_-~!

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-· e WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS I

e WALTER LUM EDWARD WATANABE

EZRA KOIKE WALLACE WAKAHIRO

3030 WAIALAE AVE., HONOLIJLU, HAWAII 11&_818 TEL. 737'71131


N~f..ll LG ~UA- 'f'~Ac;e p


Ending ~-~f'i · "l:j 19~ _ Sheet ' of "2. Sheets

Date Lot No. Fill Moisture Dry _ _ Standard - Relative

Layer• Content Density•• Density•• Compaction • • •

e,- t::t - ~'l. S4- CD I Oi. .1rCf 81.. 8G?I~ 'i~

&1 (i) I

40 e1 4~ ,, C:H .. II

CD I

-2'1 81 h I\ eo '2.-± \00

e .. ,o ... 2>'2.. 1lt7 CD 4'-t ~~ 1't 8t,,G '\t

- --

~-21- e~ 10~ (j) o'-t. 44 84 ~-~,{; en

~-q- ~'l Sl ([J ' -2.-t 41 - Sl Sll.r; ~100

1S CD I

~{p 6'1 II IZ-±; II :>'\09

® I ~(; .. 1{p 'Z-t 1;(p \\ "7\00

S.'?> (i) I ~I 8'? q(.p • 0~ ,,

B~ CD I ~ 0 ~- ~(p &d.- 1\ Cf1 ---

61 (i) I e4-b 0-t ~{g \\ '11 ..

'1- \~ -~~ a,o G) (-'t;. 4-1 e,~ f3(p.C3 q~.,

--·--


A •• Density in pounds per cubic foot ... Standard densi·ty refers to density as indicated by the ASTM Method, D-1557-70

W' · • ~ Tests indicate the relative compaction of the soils only at the test locations,

G) Indicates Test ~ .I .. taken in the -~ . shown.

BY • 1-675

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:, e WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL. SOILS ENGINEERS I



3030 WAIALAE AVE . HONOLULU, HAI/VAI.I 98.81JI TEL. 737·7931


tJ~N I L..&\4U P. \"'\o\~~tSe 9


Ending ~~~,. ~·1 19~ Sheet of · Sheets

Date Lot No. Fill l\!lolature Dry Standard Relative

Layer• Content Denauy•• Density•• Compaction • • •

(i) I

q-' 4-- e.-z. 1'1 '2.~ 4'z. -14 8lP.S s~ 1r..e.i&~1 @

, " 19 'Z--t ~~ 1& I' B1

~I 0) ' ~1 88 II 0-!. II "'7100 tz.1:::\e c;1

7'1 @ ' 84 ,, ~~ ~9 h '11 ·-·

c::r-l(o- ~'1.. 11 .(i) I I i- ?J~ &4 ~~r:; 'tS

II ,:ep, D·4- Ci) t-ltt~rlt t-1~ 7'1 l

I

~~ ';[e, ~e.. II >100

t1!2.1\le.Jol~ @ I

'1 - "2.. 'rl-2> '{., !"OR. ~ 0± '?4 9o tfw.~ 7loo •

ILOT flO

,. ~6~ ~ ~L.oP6-@ t.-01 18 '2.. ~~ Ll.j ~4- I' 41

'T- "V\--: 6'V RE:.~R. S\.4fe ~ IL~1 , (&> ~ &-t- 4l e~ 1\ iw

- -


A •• Density in pounds per cubic foot. Standard density refers to density cis indicated by the ASTM Method, 0·1557-70

• • • • Tests indicate the relative compaction of the soils only at the test locations.

(!)Indicates Test~.\ .. taken in the .P!~f.~ shown.

BY W.~. 1-675

-.

NAt-J I LCS'-4U,A ?+-\~ se D

e TABLE I __ - SUMMARY OF LABORATORY TEST RESULTS

BORING NO. Off-$\i€- 0a\Z.~W(ktlHUI-ilf'A Sr.) SAMPLE NO. I DEPTH BELOW SURFACE

~1'2-0W N ~\I ... , "1

DESCRIPTION C.,.I,...A'i

GRAIN -SIZE ANALYSIS

( 0/o Passing) Sieve

1-1/2'' Iii

1/2" /1'4 #10 r/~20

#40

~/'100 =i~200

ATTERBERG LIMITS Air Dried or Natural f::tAWU!2AL--

e Liquid Limit ~~ Plastic Limit 4:~ Plasticity Index 4-0 -- ,

Natural Water Content, 0/ 0

Dilatancy C;,t,o""" Toughness '='1" IfF

. -Dry Strength M~P!t.-'p:J)

UNIFIED SOIL CLASSIFICATION ''-" H

APPARENT SPECIFIC GRAVITY

CBR TEST

{Surcharge -.·51 P.S.F.) Molding Moisture, 0

/ 0 ~j Molding Dry Density, P.C.F. 8'?1 Swe II upon saturation , 0/o ~-~ CBR at Q.l" Penetration '2.'2.. 0

MOISTURE- DENSITY RELATIONS OF SOILS (ASTM D .. l557-70, Method ) b

Dry to Wet or Wet to Dry -Max. Dry Density (P.C.F.) <g-?? Optimum Moisture (%) :2'"1

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REMARKS• WALTER LUM ASSOCIATES, INC. '?AM P(;.6 .t:!.:- \ - ~ f:.C,O ~ t-"\ Ei1 K '(;' p.. ~ ~ rz_o \) p. 'v

F= o rz. -U. !$1 N E:. CZ.. P.. v f' U.A,,; _ ~!RUCTURAL & SOIL ENGINEERS

Date ID-\-C\('1.. By w.w.

X LLJ 0 z ->-.... -0 .... en <( ...J a..

:-872

PLASTICITY CHART

PROJECT= NANI LfHUf\- f'Hp.c;.e'·p"

LO.CATION l j(:.Jt-1-Jf=OH~ J OA\.\U I '-\Av-.lA\1

90

80 ..

70 .

60

CH 50

40

30

20

v CL /

~ /

10

v /

0 0 10

/ CL- ML ./

_JL_ ___ ~ 20 30

DATE Of .... ~ .... 61<

ML --

40 50 60 70

LIQUID . LIMIT

BY ..,;vJ

11A1 LINE

~ v /

v

v ....

/ v

~~~\<' ~~ ~ (~J:\~ ~~\~A ~1.) I

-I

I

'

MH 8 OH

80 90 100 110 120 130

WALTER LUM ASSOCIATES, INC. I CIVIL, STI!UCTU.RAL, SOILS ENGINEERS

~ ~ :., -

130

120

110

-....; 0 a.: 100 ->..... -en z lU 0 90

>-a:: 0

8?>.2

80 1'l.o

74~

70

60

MOISTURE- DENSITY CURVE (ASTM D·l557·7o, METHOD~) PROJECT·, N t).l\11 L..~~UA. - P~AC76 D

A88RE8ATE' V.q."' t-'ll....a\..1~ LOCATION--= ··KAt-le.ol--\c , OA\-lu, ~A~~t 1 MOLD SIZE =M''¢xf5!+"'1-h

· :1f . ( . \HAMMER : ID 1&7. SA. MPLE NO.: l OF r= -C,)1G @O P.~ov-l +\<..AHLAHtfA~'T·JLAYERS: ~ SAMPLE DESCRIPTION= ~1?-owN ~'c.,11 C.i,A'-f BLOWS= -""""~~~-,/-~.+_Y __ e:JZ.. __ -

-

---- -

-· --

..

!OO~ ~!Jl ~"r.lc> J..J M.A.

v. ' i'\:0~ ..., .. v '1 '7 "'

lt.<.l' "lrl 0:(/IIVN ,, '1.

- *' I'\ t~or, Ut>Hf'~ vraot-J ~. l

~ F. !..l \ ~ . "'I ~ ~

.•

-~ ~ .. •

:l .~ ~ I: ~~ t ~ .

C) 'S' J -·---·- --- _a

0 10 20 30 40

WATER CONTENT (0/o)

iiiMUM b~v lhl"i:y_:: ~.1. P,~_f_,_

.. , ~

~' ~I' \. ~

~ $. a ~ ~ j~ i ~~ _L __

·-

eo 60

WALTER LUM ASSOCIATES, INC., -CIVIL-:-s-TRUC.ruW.SOiLSENGINEERS -·----------- ---

DATE j-10..- ~"2.. BY . w. v.),

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• • TaA.8WITTAL. P'Oaw


WALTER LUM

I EDWARD WATANABE EZRA KOIKE

WALLACE WAKAHIRO 3030 WAIALAE AVE., HONOLULU, HAWAII 96816 • TIL. 737·7931

TO: HKH VENTURES

c/o Herbert K. Horita Realty, Inc. 2024 North King Street, Room 204 Honolulu, Hawaii 96819 ATTENTION: Mr. Charles Honma

Gendeinen:

Re: NANI LEHUA - PHASE D


We Arc Sending You Herewith [i]

~:-:--~ Prints _X_ Location Plan

:_X_ Field Density Test Rest~lts ___ Boring Logs ___ Laboratory Test Results ___ Soil Report

No. of Copies· Sets __ 2 Sheets, __ _

General Remarks:

For period ending July 20, 1982.

cc: Park Engineering, Inc. (2)~ Oahu Construction Co., Ltd.

DATE:· August 4, 1982



X Your use and files

Yours truly,


By t(_/ ff_) d~Y7J

e

e

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. WALTER LUMASSOCIAt,INC. CIVIL, STRUCTURAL. SOILS ENGINEERS I



3030 WAIALAE AVE., HONOLULU, HAWAII 98816 TEl.. 737·7931


NANl LcHUA.


Ending \f!)t-'{ ~o 1

19 8 '2..-

Date Lot No. Fill Moisture

Layer* Content

"'-'~- 8"2.. ~7 (i) . a':t. 4"2.

"-'21- B"l h4 CD .IS '-t. 44-.

,, ft,E _ill B't. 4t:J.

" ?'l CD ol-±.. 4w

''· '51 (1:) o' -t 44.

~-'l.'2-B'l ft/l CD ~·-!. 4o \I (p'!J (i) ~·i -~

'1 (p~ "® 4' :+. 4o

fo-'1/?-S~ '(p'l, (i) o':!: - ~~

lP4- @ "Z' t 4-1

7 .. 11'2. , f,'Z.- •tp~ @ ·I'-±. otQ.~ • ..

,. .: ..

'·

1 ... '2-C ... e1..· (.,~ ~ ~~~ 4'7

-

Sheet I of I Sheets

Dry Standard Relative Density•• Density** Compaction***

11 ew.~ 89

18 6b· '3 cro :,q II ~'2,

1B. l.j qo

_14 ,, a;

~'2- SlP.~ qr;

eA.- " 9tJ

J!/Z... 1\ c;c;

e-; 5(,.6 . .. 'qc, i

"11 \I . 'fo

P/1.. el9.~ '14-:

. . ~-

1B 6lP.~ ~0

I

fllf,~OU6tl

io 86 ~e~\.o~P a~ leo:; "'a

• Approximate depth below finish grade. . ~--' -. -· .·~ .... ~: -~· ·. -· . . ..... ; .. ·.·:· .· .:.-:·; -- '·'' .. ': ~-~ -.. .

••l;)ensity in pounds pe1· cubic foot. Standard density refers to density as indicated by the ASTM Method, 0·1557-70

-· • • Tests indicate th~ relative compaction of the s'~ils -~nly ~~ tti~ test' locations. . . .

(!)Indicates Test~ .1 .. taken in the -~~.T. shown.

svf!.-vJ-1·~ 1-675

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• T•a•awl'r,.AL •o•w


TO: . HKH VENTURES

I • WALTER LUM

EDWARD WATANABE EZRA KOIKE

WALLACE WAKAHIRO JOJO WAIALAE AYE., HONOLULU, HAWAII 96816 • TEL. 737·7931

DATE: J L!ne 16, 1982 c/o Herbert K. Horita Realty, Inc. 2024 North King Street, Room 204 Honolulu, Hawaii 96819

ATTENTION: Mr. Charles·Honma

Gendemen:

Re: NAN I LEHUA - PHASE D


We Arc Sending You Herewith [1il

_ __,....._· Prints x._ Location Plan )L_ Field Density Test Results

___ Boring Logs ~ Laboratory Test Results

___ . Soil Report l '

No. of Copies Sets 2 Sl!eets __ _

General Remarks: ,,;

~: .~ .

For period ending June 9,. 1982.

cc: Park Engineering, Inc. (2)J Oahu Construction Co., Ltd.



X Your use and files

Yours truly,


nl/ ·/ 1. By Fi../. tX./ 12./7'21"4/:.-vv.

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• • WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL. SOILS ENGINEERS I • WALTER LUM


WALLACE WAKAHIRO 3030 WAIAL.AE AVE .• HONOLULU. HAWAII 9&818 TEL. 737-7931

FJELD DENSITY TEST REPORT

.. : ___ .~.:..~-~---~-~:~-~=-:::-.::~:.:::~_._ .. ::._· ~:- ... .::-::J-.1 ~f\lt·· :'L eHUA- PHAse. 0 .....

Field Density Test Results as follows::

Ending J Ut.lf. ~ 19M Sheet · 1 of

Date Lot No. Fill Moisture Dry Standard·

Layer• , Content Density•• Denalty••

5-.Z.I- S'Z. 5G . CG t'-t 4~ 14 etD.~

'

IP-'2-S-B-2 se (i) ~'-:. ~~ 2>8 8£D.~

11 !!tEn E:--71 (1:) ~G '2.. 'I 1;. ~q P;?; \1

7-'Z8-B"Z 5e · _@ 4't 41 16 ac;.; ...

I'D_,_ 2J'2.. 81 -(i) ~'-t 41 e>i _8tp,&

II ,., (i) ~-t -41 t;; .,

- "'·-~'&'L e~ (!:: - l' :t.- 4&- 11 ~.~

C?1 ~ ~·-!. ·. ~"2- [;C> .a~&..G

~-';-ell- ~TEf?l -~ '' .,.~. ~ -···- ... ·---·-==1~- .. _ ... ~.?

,, "77 -----@': ... -· ?'i'' .... ''?'t .. . 16 II

•• :se. G) 'l..'L -~ 7'7 ••• . .

~Sheets

Relative Compaction•••

~~

>)00

Cj(p

l:fO

tOO

92>

6tz,

4~ .

--~o

cro tto

'

..,o ee~e~ •. ~.b IJ:I.e"f~76J

.,.~ "'e "~~oi-(6Cl' •~,.~re~

....._.. ~

__ L_ -----·--·

• Approximate depth below f.inis~ grade.

A ··Density in pounds per cubic foot. Standard density r~fers to_~ens.ity a.s indicate~ ~y the ASTM Method, 0·1557-70

W'" · · Tests indicate the relative compaction of the soils only at the test locations.

G) Indicates Test .~.I .. taken in the .~en. shown. r!,;'•'

.~:

1-475 BY. -.~~ ·: ... " ~.0,

. :)lo .

e e • WALTER LUM ASSOCIATES, INC. I

WALTER LUM EDWARD WATANABE


CIVIL, STRUCTURAL, SOILS ENc:;INEERS 3030 WAIALAE AVE., HONOLULU, HAWAII 9118111 TEL 737-7931


-·--··· ··-····-1!\J.I\ ..... ,., .... 1:.'--l.t ·A - OL1A£e.· ----- -------------·-· .... ·------- --· --··N,~N ·- -\..- r-T\.A --r- n -.,. ·---1'··---·-------~---·~···-----------------·------·-- -


Ending \fuN~ q · 19'0'l- Sheet 1- of 1- Sheets

Date

(p-~-~'L.

II

iD. DJ-~~

II

Lot No. Fill

Layer• Moisture Content

t:..D..- .. r.:-J -----,,-Jt·-:----,------1_1_/):7"':--\..lf.J .. - .,_- . "T~

?1..:-@:) .. : .:.:..('~ - ----·1 ·_·- _- :~1

Dry Density••

-~t.t

-- .. '1"1

Standard Density**

Relative Compaction•••

---~.r:,-----·j·--- -qe, -----

.tl -·q ,.

,_e.. - r."\.1 ··to' ... -- -- I . -- ---~(p --- -- I. - ·rto. -- - ., --- QJ_ t=... - -- I 011) lfiJ -li.J ---- ---. .. - .... _.:-:JI ... - .... - -· ·FI-- ------- ----- ~.7 ------- - -- --~I,_..--

~'l. (i)l -·----- -o.~~-----------·1-------44-- -j ··- ---~o - -- ·1 -·------ ------ ---1 --- --tl,.., - ---- '.1 I --- ---V----- --.. -- .... , . . . ·- ._;._,' . . . . 11 . . . . '"'I I--

e ----------- --- -- -- -----------


-.~: Densi: i.n pounds pe•~ cubic foot. _standard de.nsity refers to density a~ indicated by the ASTM Method, 0·1557-70

. .., Tests md1cate the relat1ve compact1on of the sods only at the t~st_ locations. .

_ ®Indicates Test . #~ . taken in the .l:-C?!. shown. .. -

~.'·:;·, ..

1-87~

BY- YY}.~(\, .-.:·~··.;-(:::;;:;;_: __ · -~ cJ:tw

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»----------~

NAI-.11 LE: HU A- PH-A<;6 P

TABLE I __ - SUMMARY OF LABORATORY TEST RESULTS

BORING NO. SAMPLE ·NO .. DEPTH BELOW SURFACE

DESCRIPTION

GRAIN-SIZE ANALYSIS

C% Passing) . Sieve

1-1/211

. I''

I /2" f .. 4 :f~IO

t/120 fl"40

-il'l 00 't'Jt200

ATTERBERG LIMITS Air Dried or Natural Liquid Limit

Plastic Limit

Plasticity Index Natural Water Content, o/0

Dilatancy Toughness

Dry Strength

UNIFIED SOIL CLASSIFICATION


CBR TEST

(Surcharge -51 P.S.F.) Molding Moisture, 0/ 0

Molding Dry Density, P.C.F. Swell upon saturation, 0/ 0

CBR at 0.1" Penetration

· ~----:=-·:~·oN..:_51iE- = -------~I

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MOISTURE- DENSITY RELATIONS OF SOILS (ASTM D-1557-70, Method )

Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) Optimum Moisture (0/o)

REMARKS•

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STRUCTURAL & SOIL ENGINEERS

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NANI LEHUA (FORMERLY PORTION OF PARKWAY PUD) PRELIMINARY SOIL REPORT

KANEOHE, KOOLAUPOKO, OAHU, HAWAII TAX MAP KEY: 4-5-103: 2 AND 4

To: HKH VENTURES

WALTER LUM ASSOCIATES, INC. - CIVIL, STRUCTURAL, SOILS ENGINEERS

MARCH I , I 982 I

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WALTER LUM

WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS I


WALLACE WAKAHIRO 3030 WAIALAE AYE., HONOLULU, HAWAII 96816 • TEL. 737·7931

March I , 1982

HKH VENTURES c/o Herbert K. Hori ta Rea I ty, Inc. 2024 North King Street, Room 204 Honolulu, Hawaii 96819

Gentlemen:

Subject: Nani Lehua (formerly Portion of Parkway PUD) Preliminary Soi I Report (for site grading design considerations for single-family residential development) Kaneohe, Koo I aupoko. Oahu, Hawa i i Tax Map Key: 4-5-103: 2 and 4

Transmitted herewith is a preliminary soi I exploration report for site grading design considerations for the proposed Nani Lehua single-family residential development at ~neohe, l<oolaupoko, Oahu, Hawaii.

A preliminary soi 1 report, i'Parkway PUD," September 19, 1973, was previously prepared for the general site for a multiple-unit development. For this project, Nani Lehu·a, the current plan is to revise portions of the Parkway PUD site plans for single-family units. The Nani Lehua project wil I be in two areas: west section (formerly Parkway Phase "D") and east section (formerly Parkway Phase 11 811

).

Both areas were mass graded and improved from about July 1974 to January 1976 when work was stopped. Current plan proposes rilass regrading of the west section with some revisions to roadways and uti I ity lines. Revisions to roadways and utilities are proposed for the east section. Future regrading of a few lots in the east section is planned by the bui I ding c·ontractor.

This report is a revision of our report for Parkway PUD, 1973, and prepared for the mass regrading work for Nani Lehua. This report includes selected field logs and laboratory test data from the 1973 soi Is report, comments and guide! ines for grading design and I imitations.

Respectfully submitted,


By ~-v'-' /;;{f__c_i Ezr=g Koike

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C 0 N T E N T S

Page

SCOPE OF EXPLORATION

PROJECT DESCRIPTION

FIELD EXPLORATIONS AND LABORATORY TESTS

OBSERVATIONS AND DENSITY TESTING DURING INITIAL MASS GRADING (.JANUARY 1974 TO JANUARY 1976) .....•..

GENERAL EXISTING SITE CONDITIONS . . . . .

GEOLOGIC AND SOIL DESCRIPTIONS BY OTHERS

INTERPRETATION OF SOIL CON:D IT IONS

0 I SCUSS I ON AND RECOfvlMENDA T I ONS . • .

REVIEW OF PLANS AND SPECIFICATIONS, AND CONSTRUCTION OBSERVATIONS •....

CONTINGENCY ALLO\~ANCE . . . . . UNFOR~SEEN CONDITIONS

CHANGED CONDITIONS .

GUIDE SPECIFICATIONS FOR EARTHWORK

APPENDICES:

A. SELECTED LOGS Or BORINGS AND LABORATORY TEST RESULTS FROM "PARKWAY PUD" (SEPTEMBER 19, 1973)

2

2

3

3

5

7

8

19

19

19

19

B. SELECTED LOGS OF BORINGS FROM KANEOHE P.O. (JUNE 27, 1972)

C. BORING LOCATIONS SKETCHES

' D. FIGURE I -SUGGESTED BOULDER FILL

E. FIGURE 2 ... SCHa-11\TIC FOOTING SKETCH (SLOPES 4H: IV AND FLATTER)

F. FIGURE 3- SCHEI•1ATIC FOOTING SKETCH (SLOPES ABOUT 3H: IV)

H. LIMITATIONS

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NANI LEHUA (FOR~~ERLY PORTION OF PARKWAY PUD) PRELIMINARY SOIL REPORT

KANEOHE, KOOLAUPOKO, OAHU, HAWAII TAX MAP KEY: · 4-5-103: 2 AND 4

SCOPE OF EXPLORATION

The purpose of this report was to review the grading work done to date

and review the Parkway PUD, 1973 soi I report to address general site

grading design considerations for the proposed Nani Lehua single-family

residential development at Kaneohe, l<oolaupoko, Oahu, Hawaii.

The 1'-iani Lehua project wi II be in two areas: west section (formerly

Parkway Phase "D") and east section (formerly Parkway Phase 1;8").

Both areas were previously mass graded and improved from about J Ll I y 1974

to January 1976. This report is a revision of the Parkway PUD, 1973 report

to relate to mass grading work for this project, Nani Lehua development.

This report includes selected field logs and laboratory test data froth the

1973 soils report, comments based on visual observations of existing on-site

conditions, comments and guidelines for_ grading design and limitations.

This report does not include swimming pool work and conditions resulting

from pool construction.

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This report has been prepared tor the exclusive use of Hf\H Ventures and

their design consultants as a guide in the preliminary design studies tor

this specific project. This report has not been prepared tor use by other

parties and may not contain sufficient information tor other uses.

PROJECT DESCRIPTION

A 110+-lot single-tami ly residential development is presently proposed:

78+ lots in the west section and 32+ lots in the east section.

P-1ass r_egrading of the west section with cuts and fi lis and revision of

some roads and uti I ity I ines are proposed in the west section. Revisions

of some roadways and uti I ity lines are proposed tor the east section.

Future regrading by the bui I ding contractor is planned tor a few lots in

the east section.

FIELD EXPLORATIONS AND LABORATORY TESTS

Fi tty-seven borings and 6 probings were made at the project site at the

approximate locations shown on the Boring Location Sketch.· These borings

and probings were made tor the preliminary soil report,. "Parkway PUD1 "·

September 19, 1973, and a soi I reconnaissance report, "Kaneohe P.D., 11

June 27, 1972.

Selected field Jogs and portions of the summary of the laboratory test

results from the 19i3 report are also attached for reference.

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OBSE_RV_AT IONS AND DENSITY TESTING OUR I NG INITIAL MASS GRADING (January 1974 to January _1976)

The project site for Parkway PUD was generally constructed in cut (about

90~ of the site) during the initial mass grading work. Some fi lis in

localized areas were placed in thin layers and compacted. A soil technician

from our office was present at the site on an intermittent basis to observe

. grading progress and to take density tests.

Revised Grading Plan dated August 12, 1975 by Park Engineering, Inc. was

used as a guide for soi I testing purposes.

GENERAL EXISTING SITE CONDITIONS

Site Location

The project site is located on the south side of Mokulele Prive about

800 ft east from the intersection of Kamehameha Highway and Mokulele

Drive. The site is located approximately between Hawaiian Memorial

Park and Kaneohe Elementary School.

Annua I Ra i nfa I I

The average annual rainfal I varies from about 50 to 75 inches.

Topography

West section

In general, the west section is bounded by Hawaiian t-1emorial

Park along the west boundary and by a gully along the east

boundary.

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An existing road, Leleua Place, extends upward from ~-bkulele

Drive along the westerly portion of the site to the south end

near the Hawaiian fvlemorial Park's storage yard. Access roads

branch off towards the east from Lei eua PI ace.

The north half of the site generally slopes down towards the

north at avera I I grades of about I O% to 20%. About I 0 to

20-ft high slopes at 2H:IV ratios were generally located along

the access roads and LeI eua PI ace. Severa I I ow retaInIng wa I Is

were located along the access roads.

The south half of the site was generally flatter with overal I

grades of about 1% to 5% sloping toward the south .

An existing slope located along the easterly boundary generally

extends down to a natural drainageway or gully at about 1-1/2 to

4H:IV gradients with local variations.

Existing unde_rground uti I ity I ines cross the site.

East sectic;m

In general, the east section is located along the flank of a

fairly narrow ridge which is fairly level at the northern end

(low end)~ steeper thru the midsection and then levels out at

the southern end of the section. An existing subdivision is

located on the east side of the ridge.

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An existing road, Kumakua Place, crosses diagonally thru the

site from the northwest to the southeast corner, then turns

westward to a dead end near the southwest corner of the site.

The site generally slopes down towards the north at overal I

grades of about 10% to 20%. About 5 to 15-ft high slopes at

about 2H: IV ratios were used to grade some I ots. Low

retaining wal Is were placed near the south end of Kumakua

Place.

Kama Stream meanders along the west boundary flowing from the

southwest corner toward the northwest corner.

Existing underground uti I ity I ines cross the site.

GEOLOGIC AND SOIL DESCRIPTIONS BY OTHERS

Stearn!?, H. T. and U. S. Geologic Survey, "Geologic and Topogr9phic l\1ap

of the Island ·of Oahu," 1938:

Tdkc- dike complex

Qhb - dense and vesicular jointed aa and pahoehoe flows

Qhp - firefountain deposits

U. S. Soi I Conservation Service, "Soi I Survey of the Islands of Kauai,

Oahu, Maui, l•blokai and Lanai, State of Hawaii," August 1972:

West Section

KHMC- KQneohe silty clay loam

5 to 15% slopes

Unified Soi I Classification - tvfH

Shrink-swel I potential ~moderate

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LoB, LoD- Lolekaa silty clay

3 to 8% slopes (LoB)

15 to 25% slopes (LoD)

Unified Soi I Classification- ML-t~H, MH

Shrink~swel I potential - low to moderate

East Section

KgC- Kaneohe silty clay

8 to 15% slopes

Unified Soi I Classification - MH

Shrink-swell potential -moderate

HnA- Hanalei silty clay

0 to 2% slopes

Unified Soi I Classification ~ MH

Shrink-swell potential - moderate

LoD- Lolekaa silty clay

15 to 25% slopes

Unified Soi I Classification ML-t~H, MH

Shrink-swell potential - low to moderate

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INTERPRETATION OF SOIL CONDITIONS

From the field exploration and laboratory test results, the soi Is

encountered in the borings made prior to mass grading of the site (1974

thru 1976) may be approximated as follows:

West S~ction

A surface layer, about 7 to 41 ft, of stiff clayey silt (MH soi I)

with decomposed rock under I a in by decomposed roc::!< or bou I ders to

about 10 to 41 ft, the depths dri I led.

A 6-ft I ayer of "CH" c I ay was noted in Boring No. 44 at about 13-ft

depth.

Water was not noted in the dri I I holes during the field explorations.

("-~ •....;__: . East Section

A surface layer, about I to 30ft, of medium to stiff clayey silt

arid si tty clay (~~H soi Is) underlain by decomposed rock or boulders

to about 3 to 31 ft, the depths dri lied.

A layer of clay (CH) soi Is was noted in Boring Nos. 8 (18 to 21 ft)

and II (5-1/2 to 6 ftL

\vater was noted in Boring Nos. 10, 12, 25, 71 and 84 at about 6 to

18-ft depths during the field explorations.

For more detailed descriptions of soi Is encountered in the borings, refer

to the boring logs.

/-".:..'

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ce Variations to the above soi I and ground water conditions are to be expected

between borings, in localized areas and from the mass grading of the site.

DISCUSS I ON Aim RECOM~1ENDA T IONS

The present plan for the Nani Lehua project proposes developing the two

remaining areas of the Parkway site for about 110 single-family residential

lots: 78+ lots in the west section and 32+ lots in the east section.

The present plan proposes mass grading the west section, revising some

of the existing roadways and uti I ities located in both sections and

demolishing some of the existing retaining walls (5+ ft high). No mass

grading work is presently proposed in the east section.

ce . .

In genera I, light one and 2-story 1 wood-frame structure$ on beam-on-post

type foundations are contemplated.

Site _Grading

Grading of the site, particularly construction of fi lis c:lgainst

existing slopes and over sloping areas, should be done with care. \_

fvbderate I y expansive c I ay so i Is may be encountered in I oca I i zed

areas and should be moisture-conditioned or removed below foundations

and slabs.

Existi_ng A.C. pavements in localized areas have been damaged from

erosion, tree roots and plant growth. Some repair work or

reconstruction of the existing pavement in the localized areas may

have to be considered. /'. ( ·~·

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Grading work should be done in general conformance with Chapter 23,

Revised Ordinances of Honolulu, 1969, as amended; and as recommended

below:

I. The project site should be cleared and grubbed. Surface

vegetation and miscellaneous debris should be cleared

and removed prior to site grading.

2. Loose surface soi Is on sloping areas should be stripped

to stiff ground before the pI acement of f iII s.

Loose surface soils in the flatter areas should either

be stripped to stiff ground or if only a thin surface

layer is encountered, it may be scarified and recompacted.

3. Localized loose or soft pockets, buried structures or

abandoned utility trenches encountered during site

preparation-should be excavated down to stiff ground

and replaced with selected on-site or borrow materials

compacted in thin I ifts.

4. Localized hard surfaces below existing roadways, curbs,

sidewalks, etc., which are to be demolished, should be

scarified and recompacted to match the density of the

surrounding so i Is.

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5. Fi lis should be constructed in approximately level layers

starting at the lower end and working upward. \'/here fills

are made on sloping areas steeper than about 5H:IV 1 the

ground at the toe of the fil I should be benched into stiff

ground to a generally level condition. As the fi I I is

brought up 1 it should continually be keyed into stiff

natural ground by cutting steps into the slopes and

compacting the fi II into these steps.

6. Thin sidehi I I fi I Is (sliver fi I Is) on sloping areas

should be avoided, if practicable.

Where unavoidable, the til Is should be constructed by

forming a level bench wider than 8 ft at the toe of the

s I ope. The f iII s shou I d be keyed into stiff ground and

overbUilt and compacted beyond the design slope. The

face of slope may then be trimmed or cut back into stiff

groUnd to I i ne and grade.

· 7. Where practicable, fi lis should be laid in 6-in .. compacted

layers to 90% of the maximum density on the wet side of

optimum determined by the ASTM D 1557-70 test method. In

roadway areas, the top 2 ft of fi I I should be compacted

to 95% of the mqximum de~sity.

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8. In general, the on-site soi Is may be used for the

construction of general fi lis. The on-site soi Is from

the deeper cut area~ with relatively high water contents

may be difficult to compact. With the own~r's approval,

the compaction in such cases may be adjusted based on

additional testing and recommendations.

When used for the construction of fills, these soils should

be compacted to the maximum density obtainable at the water

content approximating the fie I d moisture condition. In

addition, the relative density of the compacted soil should

be greater than 85% of ASTM D 1557-70 test method.

9. Boulders should generally be disposed away from the site,

if practicable. If boulders are proposed to be used in

the construction of fi lis, they should be generally placed

along the toe sections of fi I I slopes and outside of

probable building sites. Before placing any boulders,

the subgrade should be stripped to stiff natural ground

and sh<;~ped to drain. A layer of transition material

should be placed on the soi I subgrade and the boulders

placed on the transition layers. The void spaces between

boulders should be fi lied with granular material. A

·blanket of transition material should be placed against

the bou I ders where earth f i I Is are pI aced against the

boulders. See the attached sketch, Figu~e I.

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10. Provisions should be included to drain the site during

and after site grading operations.

Slopes

In general, low cut and fi I I slopes of 2H:JV or flatter should be

used.

To minimize erosion, the runoff from rainstorms should be diverted

away from s I opes by berms or swa I es whenever pract i cab I e.

The surface of f i I I s I opes shou I d be compacted by cat-tracking or

with a sheepsfoot ro II er.

Slope planting is recommended on cut and fil I slopes to lessen

erosion. Slopes should be planted in conformance with the Ordinance

of the City and County of Honolulu.

Slope adjustments or other precautions may be necessary if seepage

zones, expansive clay pockets or soft spots are encountered in

localized areas.

Reg tad ing of s I opes, cutti n9\ and removing the toes of s I opes,

constructing wal Is and structures on slopes, placing uti I ity trenches

on slopes or along toes of slopes, etc., can cause instabi I ity

problems. These conditions wi I I require special attention, otherwise,

field adjustments may be required when they are detected.

12

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Foundations

In general, I ight one and 2-story, wood-frame residential structures

. using beam-an-post type foundations are planned. However, some

concrete slabs may occur in garages, storage areas, stair landings,

concrete walkways, etc.

To lessen the differential movements of a structure, the same type

of foundation should generally be used throughout, that is, a! I

foot blocks or a! l slab foundations. Where foundations are mixed

such as some foot blocks and some slabs, the separation and detai Is

between the two types of foundations should be carefully designed

to allow for differential movements.

The construction of beam-an-post structures wi II result in some

drying out and shrinkage of the surfac~ soils below the building.

Some differential movements of the structure would normally occur

after construction unti I a soi !-moisture equi I ibrium condition is

more or I ess reached. After that', some reI eve I i ng of the bu i I dings

may be cons ide red, i f needed.

Where the lot grades are flatter than 4H:IV, deep foot blocks may

be considered (see Figure 2). Where the lot grades are steeper

than about 4H:IV or where the building is located within 15ft

from the top of a slope or retgining wal I, deep foundations are

recommended. Structures should generally be avoided over slopes

stee~er than 3H:IV, if practicable.

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To lessen the effects of creep and ·erosion on structures constructed

on about 3H: IV slopes, the foundations should be tied together in an

up-and-down slope direction using narrow, continuous footing foundations

supported with small diameter pipe piles. The piles should generally

extend below an imaginary plane drawn upward from the toe of slope at

about a 4 to 5H:IV slope. fviinimum depths of about 5 ft should be

considered and as much as about 20 ft along the top of gully. Batter

piles should be provided at the ends of the continuous footings to

provide some restraint to downhi I I movements. For 2-1/2 in. or 3-in.

diameter pipe piles, allowable loads of about 6 kips to 8 kips per

pile may be used (see Figure 3).

The post or column connection at the footing level should be

designed to allow for some movements or future adjustments. Some

relevel ing of structures may be required if settlements or

differential movements occur.

In general, the superstructures should be de1igned to tolerate and

resist some differential settlements~ Odd shapes and split levels

shoul<;l be minimized or designed to tolerate surface creep of the

ground. Rigid type walls should be avoided as much as practicable

since small movements may cause some cracking. Consider flexible

type wal Is with V-joints or batten type joints.

Buildings should general ~y be designed with simple rectangular

units with wei 1-tied floor platforms. Odd-shapes with many corners

increase the concentration of stresses an<;! chances of developing

unsightly cracks.

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Other general guidelines for preliminary foundation design

considerations are as follows: ...

I. Footings should be placed on existing stiff ground

or on we 11-compacted f iII.

2. Soft spots or pockets of loose material encountered

in footing excavations or below the bui I ding area

should be excavated and replaced with wei 1-graded

granular material.

3. Bearing values for a given soi I usually vary with

the size and depths of footings. For I ight residential

structures, beating values of about 2000 p.s.f. may be

used for footings on stiff natura I ground or on compacted

f i I I •

4. Concrete slabs on ground should be on level lots placed

over a 4-in. thick base course of well-graded gravel less

than 3/4-in. in size and greater than 1/4-in. in size or

some other forrn of capillary break should be provided.

The subgrade should be compacted and shaped to a level

surface or to drain, if practicable, and generally

should be kept slightly higher than the finish grade

of the outside of the house. The subgrade shou I d not

be allowed to dry-out before placing the base course,

s I ab on ground or foundation.

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....... l_.~

5. Foundations located over or adjacent to uti I ity trenches

within the lots should generally be designed to span

over the trench or the footings should extend below

the bottom of the trench.

6. Because of the downh i I I creep effect of so i Is on a

slope, .some settlements may occur near the tops of

slopes. Bui.ldings should generally be placed about

15 ft from the tops· and toes of 2H: .IV or f I atter

interior slopes.

Along the top of slope near the easterly boundary of

the west section, buildings should generally be placed

about 20 ft from the top of the existing slope. \"/here

buildings are located closer to the tops of slopes,

deeper foundations should be considered and designed

on an individual basis.

7. Where units are located near the tops of retaining

walls, the.bui lding should be set back of an imaginary

pI ane drawn upward fn:>~m the base of the wa II at about

2H:IV slop~. \vhere b~)ldiilgs are.located closer to

the top of'wall, deep~r foundatio'ns should be considered

and designed on an individual basis.

8. Retaining .walls along slopes should generally be avoided

unless designed with care by an engineer. The adequacy

of the foundat!on support should 'consider the effects

of creep, water runoff or erosion of the s I ope.

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9. Some field adjustments or surface treatments may be

required where pockets of moderate I y expansive so i Is

are detected near the finish lot grade during the

grading work. Replacement with select material below

foundations may be a consideration.

10. Good surface drainage away from the foundations of

structures shou I d be rna i nta i ned and the site shou I d

be graded to prevent the pending of water.

Joint Deta i Is

To lessen the possible wavy surface effects at the ground floor

level, non-bearing partitions, doors, cabinets,.etc., should

be designed with loose fits and other precautions to allow

for some future adjustments or maintenance.

Roadways

Based on GBR and expansion values, pre I i mi nary roadway pavement

thicknesses for. light automobile traffic and drained subgrade

conditions may be as follows:

I. Wearing course- 2-in. asphaltic concrete.

2. Base course - 6-in. base course.

3~ Subbase course ~ 6-in. select borrow over a prepared

subgrade.

For the actual pavement, we recommend that additional laboratory

testing be done during construction on soi I samp I es recovered

from the road subgrade, and pavement sections adjusted accordingly.

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Provisions in the contract documents should allow for local

adjustments regarding select borrow subbase in the field. In

fill areas 7 the use of select soils within the top 2 to 3 ftof

the sub.grade may reduce the thickness of or eliminate the need

for the select borrow subbase courses.

To avoid the ponding of water and softening of the road subgrade,

weep holes should be placed at subgrade levels thru the walls of

the catch basins.

Uti I ities

Uti I ities should be placed after the fil Is are constructed.

The bottoms of uti I ity trenches should be daylighted at low points

and graded to drain water 7 particularly near the tops and toes of

slopes. The backfil I of trenches should be wei !-compacted~

particularly when trenches are located at the toes of slopes.

Utility lines should be designed with flex{ble joints, particularly

where I ines are connected to structures.

Site Regrading

After mass grading work is done and cuts and f iII s are made

according to the grading plans, regrading or altering the drainage

pattern at some future date should be avoided unless don~ under

the guidance of a soi Is engineer.

lnstabi I ity problems can arise if the site is regraded, fi lied,

poorly drained or where subsurface water is introduced, or the

toe of slopes is underG~t ~t the site or on the adjoining lots.

- 18 -

·,

ce

C9

~--'--.

5/81

REVIEW OF PLANS AND SPECIFICATIONS, AND CONSTRUCTION OBSERVATIONS

Our basic scope of work does not include review of plans and specifications, and construction observations.

It is ·recommended that the soi I and foundation engineer review the final plans and specifications for general conformance with the earthwork and foundation guidelines of ~he soil report.

It is also recommended that the sol I and foundation engineer be retained to provide engineering services during the earthwork and foundation phases of the work. This will allow the soil engineer to observe general compliance with the design concepts, specifications or recommendations and to allow design changes in the event that subsurface ·conditions differ from that anticipated prior to start of construction.

CONTINGENCY ALLOWANCE

It is inherent in the nature of excavation and foundation construction that ~Ome changes in plans and specifications may be necessary during the course of construction to adjust them to field conditions.

A contingency allowance should be included in the construction documents to consider costs for changed or unforeseen conditions.

UNFORESEEN CONDITIONS

Because of the variability of soi I deposits, site improvements, designs and construction techniques, existing or changed conditions may be encountered that cannot be foreseen with even the most exhaustive studies of site and project conditions. These unforeseen conditions should be recognized when encountered and then evaluated io that the designs or the construction methods may be modified accordingly, if necessary.

Unforeseen or changed or undetected conditions such as soft spots, new or existing utility trenches, underground structures, pipes, voids or cavities,· cesspools, boulders, expansive soil pockets, rubbish or boulder disposal pits, seepage water or water level changes with weather, etc., may occur in I oca I i zed areas and wi I I have to be adjusted and corrected in the field as they are detected.

CHANGED CONDITIONS

In the event that cha_nges in the nature, design or I ocati on of the project or structures. are planned, the recommendc:~tions contained in this report should not be considered valid unless the changes are reviewed and the contents of this report modified or verified in writing.

- 19-

c.e

ce~

(~--

GUIDE SPECIFICATIONS FOR EARTHWORK

. NAN I LEHUA

I. GENERAL GRADING REQUIREMENTS

Grading work shal I be in general conformance to Chapter 23, Revised Ordinances of f-bnolulu, 1969,as amended.

I I. SPECIFICATIONS FOR ON-SITE EARTHWORK

A. Scope of \'Jork

B.

The work to be performed under these specifications incl.udes the furnishing of labor, materials, tools and equipment for the earth-work at Nan i Lehua. The work inc I udes the preparation of the site, the excavation of materials and the placement of fi I I materials in accordance with the specifications and applicable plans, together with guidelines included in the preliminary soi I report for this project.

So i I Eng i neer

The services of a soi I testing firm shall be used. A soi I technician shal I be present at the site on an intermittent basis to observe gradi.ng pr.ogress and to take density'tests.

A reasonable time shall be allotted to perform field and laboratory tests prior to the placement of :additional ·fi lis.- -

The density test resu Its sha II be transmitted to the Contractor and to HKH Ventures. \'/here low density test results are noted; the area shall be rerolled by the Contractor and retested by the Soi Is Engineer if, in his opinion, a test is necessary.

If the field observations and test results, in the opinion of the Soi Is Engineer, indicate that the earthwor.k is not in general conformance· with the intent of the plans and soi I report, the discrepancy shall be reported to the Contractor and the project representative from HKH Ventures for corrective action.

GS-1

'~-

re '---

/.a ,~ ., "'~·-.

c.

o.

Clearing, Grubbing and Preparing Areas to be Fi I led

Vegetation, rubbish and miscellaneous material shal I be removed and disposed of, leaving the disturbed area with a neat, debrisfree appearance.

The existing surface shall be proofrolled with heavy self-propelled sheepsfoot roller or other approved heavy rubber-tired earthwork equipment.

Topsoil, stockpiled soi Is and localized soft pockets shal I be stripped to stiff natural ground before the placement of fi I Is. Loose surface soi Is encountered at finish grade shall be scarified and recompacted •

. Hard surfac~s such as access roadway~, haul roads, etc., shal I be scarified to a depth of about 12 in. and recompacted to

·approximately match the density of the surrounding soils.

The bottoms and sides of drainage or i rr i gat ion ditches sha I I be stripped down to stiff natural ground before the placement of fi lis. If seepage water is detected during the grading work, subdrains shall be instal led before the placement of fi lis.

Silting basins shal I be drained and loose and soft soils shal I be stripped down to stiff ground and the backf i I I sha II be compacted in accordance w·ith Section 11-E, "Placing, Spreading and Compacting Fill Material."

Abandoned uti I i ty I i nes and underground structures enc0untered during construction sha II be removed and the excavation backfi I !'ed to approximately match the density of the surrounding area but generally not less than 90%.ot ASTM D 1557-70 maximum density.·

For thin sidehi II fi lis~ the existing slopes shall.be stripped of loose material and 8 ft or wider~ level, benches shall be· cut into the stiff ground and f i I Is sha II be keyed into the benches. The fill' shall be initially overbuilt and compacted beyond the design slope. The face of slope shal I then be trimmed or cut back into stiff ground to I i ne and grade.

~.!Jateria! s

Fi II material shall consist of on-site soi Is or approved borrow so i Is. The so i Is sha I I contain no more than a trace of organic and deleterious matter. The rock size sha I I be about 6 in. or I ess. In narrow confined areas where sma II hand-operated mechanical tampers are used~ the rock size shal I be about 3 in. or I ess.

GS-2

(-. ~~ .•

c-

/'.a h .• ~-:.

Borrow soils shal I be selected soi Is generally less than 6-in. maximum size# with a plasticity index generally less than about 20. The plasticity index may be adjusted depending on the expansive property of the borrow soi~s.

Fi II material placed in the top 2 ft of fi lis shall generally be less than about 3-in. maximum size with more than about 30%. fines and fairly non-expansive.

L Placing, Spreading a11d Comp9cting Fi II fvlaterial

The selected fi II material shall be placed in level layers which, wh~n compacted, shal I not exceed 6 inches. Each layer shal I be spread evenly and blade-mixed during the spreading to attain uniformity of material and water content within each layer.

Rocks or cobb I es sha I I not be a I I owed to nest and voids between rocks shal I be fi I led and compacted with smal I stones or earth.

When the water content of the f i I I materia I is we I I be I ow the optimum for compacting purposes, water shal I be added unti I the water content ls near the optimum.

When the water content of the material is well aoove the optimum for compacting purposes, the fi I I material shal I be aerated by blading or by other satisfactory methods unti I the water content

..• is near the optimum.

After each layer has been placed, mixed and spread evenly, it shall be compacted to 90% of maximum density in accordance with ASTM D 1557-70 or other comparable density tests. For fi I Is in roadway areas, the top 2 ft of fi I I shal I be compacted to 95% of the maximum density. ·

Compaction shall be with sheepsfoot rollers, multiple-wheel pneumatic-tired or other acceptable rollers which shall be able to compact the fi II to the specified density. Rolling shall be accomp I i shed wh i I e the f i II materia I is at the specified water content. The rol I ing of each layer shal I be continuous over its entire area and the rol I er sha I I make sufficient passes to obtain the desired density. ·

Field density tests shal I be made to get an indication of the · compaction of the f iII. Where sheepsfoot rollers are used, the

soi Is may be disturbed to a depth of several inches. Density readings shal I be taken as often as necessary in the compacted mater.ial below the disturbed surface. \~hen these readings indicate that the density of a layer of fil I or portion thereof is below the required density, that layer or portion shall be reworked unti I the required density has been obtained.

GS-3 .. '

,-:-~~.

ce

,·_e '·-·

F.

The fill operation shall be continued in 6-in. compacted layers, as specified above, unti I the fi II has been brought to the finished slopes and grades as shown on the accepted plans.

Compaction of High ~ isture Fi II fvlateri a I

On-site .soi Is with relatively high water contents may be encountered in deep cuts during the earthwork and wil I be difficult to compact. Field adjustments, approved by the owner, may be considered based on additional laboratory testing.

G. Slope Adjustments

If highly plastic clay soils are encountered in slopes, the slopes shal I be adjusted by use of flatter slopes or by removal of the clayey soils and reconstruction of the slopes with select granular materials. The actual remedial measures wi I I depend upon field conditions.

H .. Boulder Fills

Unless boulder fil Is are shown·on the construction plans, the . use of boulder fil Is shal I be approved by the owner or his project -representative prior to construction. A location sketch showing the locations of· the boulder fi I Is shal I also be submitted for approva I.

If bou I ders are used for the construction of f iiI s, they sha II be generally placed along the toe sections of slopes and outside of

·probable building sites. The subgrade shall be stripped to stiff natural ground, shaped to drain and a transition layer of select

. granu I ar materia I (maxi mum 6- in. to dust sizes) sha II be pI aced on· it. Smaller granular materials CGM or Sfvl soi Is) shall be used in the void spaces between boulders. A transition layer of select granular material shal I be placed against the boulder til I before

·construction of til Is.

I. Excess E?ou I ders

J.

Excess boulders not used for construction shal I be removed from the project site by the Contractor.

Excavation

Selected material from excavation shal I be used in the fi I I and material ne.t used from the excavation shall be disposed of.

GS-4

[;A

\'-"-

r-a \,·· ~·

/-c•

K. Unforeseen Conditions

If unforeseen or undetected soi I conditions such as soft spots, new and existing uti I ity trenches~ structure foundations, voids or cavities~ boulders 1 seepage water or expansive soi I pockets, etc. 1 ate encountered 1 corrective measures shall be made in the field as they are detected.

L. Rainy Weather

Fi II material shall not be placed, spread or rolled during unfavorable weather conditions. When the work is interrupted by h~avy rain, fil I operations shal I not be resumed until field observations or tests indicate that the water content and density are as previously Specified.

GS..;..5

(.

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1/80

FIELD LOGS/BORING LOGS

A field log was prepared for each contains dril I ing information and soil conditions between samples. office for one year.

boring by our technician. The log the technician'~ interpretation of The copies are kept on file in our

the

The boring logs in this report represent our interpretation of the contents of the field logs, the results of the laboratory tests and observations of the field samples.

We must emphasize that our recommendations are based on the boring I ogs included in this report and the information contained thereon arid not only on the field logs.

The stratifi~ation I i~es shown on e~ch of the boring logs represent the approximate boundary between sci I types and the trans it ions may or may not be gradua I.

Symbols . .

Soil symbols used generally are in accordance with the Unified Soi I Classification System.

·Where a p<;~renthesis "(fvlH)" is used, the soi I sample was classified by visual observation of the sample recovered.

Where no parenthesis ''IVlH" is used, the soil. sample was classified from either the Atterberg I imit or. grain-size analysis test results.

re

SELECTED

LOGS OF BORINGS AND LABORATORY TEST RESULTS

FROM

re , __

PARKWAY PUD

(SEPTEMBER 19 1 1973)

'~-- \

g:re c.,.;

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~ ':f.

WALTER LUM ASSOCIATES, INC. I 3030 WAIA.LAE AVENUE • HONO.LUtu, HAWAII 96816. • PHONE 737-7931

Boring Log -----~--- -· BORING NO. . -- -··· -·· · --- Sheet No. of __ ___.._

PROJECT PARKWAY Drlll•r.:W:LUM-.A:e,t,OC,.,INv~ Dar~-fE:;B. 'Zfl, L'\1?

LOCATION Field PartY·:M f:.'1f:.~ ,O?H I ~0 1 'TAC.U G 1-\ I 1

- ·· - • - -

.. ·Au~~~(llllo6u.t; ) .. ----~" ___ .:_ __ _ Type of Bot~n;MINU!ti'IAJ--Ipiam. ;I' · -- - ·

Kaneohe, Koolaupoko. Oahu, Hawajj.

Tax Map Key: 4-5-34: 1, 6.& 12 HAMMER: Elev. -::=:2'1S"!...+::::-"*.-=-·--· . Datum -

· ['A--A.ft-· Drill Bit -:T.r;·.-p~b.Ci!-- -- ·-::-·---=~·-:_:_ Weight L:::.L~

·;?;i_O_..,_ _ Water Level.:;:~~·:!....l.!'l,l.."'e;:=:.;u~===~ Drop ~"Z"?.::_'2~0:~.::1HtiJ~-w~~:~-~TLlflf::.-_ ..... ------ -· Time~.'.:;_ -~ ___ .·.:. ~=--=--.

SAMPLER: .'l"<??--'2···:sTAi-ll7o.RD SfJ..Ii ~-srooiJ __ _ D•'- ..:-'l=-·-='2o~&..:.~·-'..:!.~.1.==;;.;..;;.._...L-

j ""D ] .! :; :!:::; :5.gu

DESCRIPTION ~ .1: Q.

' I G>

e ~ey;:_:;_-z.t s -~± ,'J-=---o c.

.. a. E Jl

0 z .. a. E Jl

1 ::;

~ .. ii:

c: 8 ~ .. ':olll 3:

. 1 ::; ., :; C' :::;

D.

~ ~~ o"l :!~

;::)

PENEIRATION DATA

., : Standard : '2 "0 ;17 IH I t-1 1 ..: If Penetration Test ~ I<.IAI,;:L.-1U~f' ·

. ~ "! · - ~A,._,FLf.."- .. i ~ · N (Blows per foot) -- · _ , _ .... ·----> o 10 29 30 40:::~LOI'-I?/".,_ .;, __

------~--b --··--· ·--~-~-- -··- -· . _-_j-.~E:171LiM .. RIS'I2t:'.J$}L~MwN __ : ~-z'S5. _ ~\~~~-

("'II) I c::-:::~c.<~eci:.SM_.,,_,...or,; __::~:- _, • : - - I El\' 1---~=-1--'l'o ' . : i<

' i-

\~ --=:..TJ.F...F..._&.f:.I?QlSl-L.bROWI-l....:.:::=ls, .. · . J(bd.l:i.LJ ==-~~?:c-A•fE;'f-=:5JC'.l-_ ----"--- ---~ ~ _ ~ \-t::a.~----, A'').",-=- -:.v .. __ ...,_ __ ·-""'- - --,

YO#oj ~ II S Yo:. fl?

·-l==i·--1---.. 1-~'- '-~- .!_-- -- -- .. Jo.r:;. _____ o.CJ .. J.

~,., . - ----· - ..... ...... ' j ~ r --~ -1<---~·;:~~-;~-~--~-~i..i-Li~w;;i~, =- ~ t;

(MI·O - Cl.-A:1f:."1 '51\.._'f ' - IO . ' . I T~c-j_-=--1~~-=1==--1-~-- I .. ·I I I I I~~~~;~·~-=--~

·'·

--·---·- -Pl~o~N. ---------------.. -

-

-- : ~-pe C..OM ros:~O~O.C..X

.....Roc.~---oR.-.:::J;o.U~;g~J?,;.-'·---:-· · ~ • - • • •• + "\. ·, ;

_-~JS173.f::...J?.OKtN~-e;.-t:~--:- ..

-~..Ql'.E-:.:=12 ~ tl.li_tt:::.£o ~ s::.-·~-- ___ ' M ... -----e;· - •-- _1--lo ________ .. __ . · ___ . tl'4 .. __ ,_4 ... L -----~------ --: ~- A.t?v~>.w~~ett·c-· ·=·=,===: --.-

\

···-··--·-·-·------ ____ .:.,__. ____ -··--- _;_ ______ _

* __ f:.I..E;'-'A j'IOJ..l _ E;~_tiMA1-~Q·.::::::= r~IJI To Po. MAP-..: .. f-."1. ... :~:: : -f'.O.ftK t;-t-.iG,INE;E.tt.tH~ ,11-lC.. •• Ptqe.o .:!>-::;l."'h~17..::.:._ ..... -------t.

'l':S:S '11 --- ----

~~ ..

_. _ W~L .t'.e.N? 1:1'~,-:: f. c.~f:- --:=- VF-."1.1 Dfi~S~f"'f:-1 f.'&.;· f. I ..

,;

!·

~-,

.:.:.HAM_M e~::._J:_. .:::l';ou~c.e:s:_:

WALTER LUM ASSOCIATES, INC. I I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816. • PHONE 737-7931

;e Boring Log

PROJECT PARKWAY

BORING NO. =-· .'2. · - Sheet No. of ----

D.11. -w.-L.:\JM ·"-?5oc.:,-ll'Jc:-·D·····,-·· FE..~. 21 147~ ......... . ro er ·· /"'\ a e ..,;:·~~...::....;...L..:...._...:.-_;

IS :3 a.:

~ 0 ~

~

LOCATION Kaneohe, Koo1aupoko, Oahu, Hawaii ·Field Party·Jv1E.."1E."~OSF'\IR.O, TA.CilJCHI AUG~·/MoiSI L..¥'0 ~ ...

Tax Map Key: 4-5-34: 1, 6 & 12 Type of Boring · ~lt-IUU:I-\t>...U Diem.-- _ .. ':l - ........ -·-·---~··-. -----r~--' -t -o.l(. .

HAMMER: Elev. -~--:- 0 ..,. . · · ~- . Datum -------

. rA;odi D.rill Bit :T.c.,. OR~G We1ght. 1~ ---- ----rr:=-:::----:-----.,_...;.------r------=----Drop · · ·· :?;-o" Water lever·ijgi1c.e.!71 · :I I I

-::.z.:_s_:__Z~ O.D. THIIJ INAL.L..:..Jllf'Je ..... - _..... Time·.- ~---~ ··-----

SAMPLER: ~'2''"77- '2" STANt:'AR~ 5f'CIT-SfOON=:=-- Date~'Z.~El.? ·

r:: .2 5

:] ~

a. I . PENETRATION DATA ..

• ci e ;: e ~ :;; ,standard _- '2-"0.t' . .THIN ···-DESCRIPTION ~ .,! ~ t ~ ::; ~ ..:: ~..; i Penetration Test _ ~ALL~.:fU~e;·_

~== :l~U

~ a. a. ·;; :0 :2 g ~ "'"! . SAMrLf..K - .. 1

-It ., ~ E . ..!!! 'lii ~ & !! .,: ; "- N (Blows per foot) -· 1 ,

~er...e:S~,:.::.· r"' o_ ·t"J ____ 0 c "' .:~ ... :~: ::::; :l > o 10 20 3o 40 P>I..OIIl.sjo. r;. ·-r_

. . -M£=1ZluM,Rf:.~J:i'J~l·L~M~hl.::j_~ ~-h·· . -· .M .fLj=~_ --:~c-~?~:!~~t~~~~-- - ~~~-;~~~~L_- ~, .. ss

~ ~ 4~-, !!>·a ·- --, ·----tJ -·---·-- ·-···-1'-A <Po

'Z· ~:~.1-·-::::-1·-~-., --~---=--j'1·-z:ot-=--.:Jol' .. -~ -71- . ·-·-·-- :10 . ---·

Yw- II\

'fl):. 1?

-· · I _.::..'5Ttr.F:;:e.~<;.o&..J~-~---=~-:.:::..:.~:. So · • (..:Au) ··--c~.:A" ·- --"'1·&::-··-··--~----- --·-···-· ~ " ... -·-· •·•n- .... - ""fe;-:1 ... 7 -•----------·· :.· 1.23_ ---=-~ : . .-. ~ -· ·. ' -

v ~

:=t=t=·,----,··%-· ·-····% .!.. .... . -·· .. o.? . ... .,,t;;_ .

..._

·ce .. .,._ ,,·

1• 1 -d.· CI..LJ..C...,.-~110 -~ ~~-

K __::.TIF~, ""RO..,.N -"1·"" -- . .-'::'~-:-:-.::.:: ·

Mtt:l:.::-_-:--z;_cb:"1e;:.•csn.::r-···==--=:::.~_,_ ~~ ~ :z~~' -- I .·

. . . . '

.. . -~~:~=1~~ -- · ___ . -- ~:-: ;-: _t(Mt'\)l--- J;A:r.e.:-L?n;..:T.--~ __ :-

i.:e

--~Vf;C.OM f'c::!S.~P-=RO.~K-:-~-- IS, ...:...l ., ~ ·-- .· ~'Z:S_

- ---_F.,oc;l( __ ()~=:12olll.t?tfZ,..: __ . =-· _; -: __ ·cNt:7.of_..:.f-,ottiNGi~-e . .::..r1:~. -,., ..._

-~NoTE,:·· Pit.ICL.eD fOIZ. 1;. !JIII-I

__ ~: q~:J-~_o _ _AP~!':~vE.-Me:Hf.

·----:·- ------ ----·- ------------

.

.:!._ E;.LE:."VATtoJo.l.es.Tti"!"'ATct>-....:.::.:.:.

1. __

.... -F-1<-0I'·C:ToPa.HAf' J~"t . .:::·: : : • -·· l'bR.K.'E:-1-iC..tNeE;RJNC, INC...··

"PA.Te-D· ~--z4~n --~1__ ___ ···---

~ ~ ??t

i·

.•,'

:'Z:-~_::J_s_LJ~;;r~-~~--"7=r===:-~1-,;::-:-t]

~~.

-I •4 'Z:.'"'~·-~-=---r=::"-2>-::: _~ -'-:.'-- -=--· ·-- --- _. ---Vo~ ·-·-V·-1 "t -. - ·-------~---··· . . ' ~~~ . I l 11 c~ ~~;;'~~~=:L -- ~,.~<j· "=1';-··.1 r.(;;f . __ , .-_ .nW".J. v -~,-

_·_·· - ~~~ ~-= ll~ '1 .llE:~ lf'1 ;:. f.c.~f

WALTER LUM ASSOCIATES, INC. . I I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816. • PHONE 737-7931

i

cie Boring Log I l

PROJECT PARKwAY

BORING NO. _',3_ -~--:--__ Sheet No. of

"1-l:dM·-L·.:.~ ,. .. ' 1 . ' Drill~• ~· . ---~~ ..... ow.,.l N"· Date _pr::e;,. 2 e I I "11?

LOCATION Kaneohe, Koolaupoko, Oahu, Hawaii Field Partv:-Me._:t~~:::;=-G7SHIRO ;·-Tt..t:.d_C.H\ ___ , ":j

·~ \1)

-:t s -:r -4 y_

T • . • · . . -A-rlr.st:r~J ko 6u. e .f . . . . .. : .. _

ax Map Key. 4-5-34. 1, 6 & 12 Type of Bot~n; ·· \M!HUjf.tMt.I/Diam. ------ ~------------ ·

HAMMER: , Elev. -==:2.~~- - -- Datum . i71-::o#- D "II s·t _T; C, t:"I<:.:A~ Weight . ,~ " • ·------·-------------

Drop ."JV~-·- . . _ Water Leve 0 1c.e. __ ~.,......_ 1~oT - · 1 1 •

;z·.·.~ 5 ~.;--~ ;;~o~ t?::TRr~'A't.::~-Til~~ _ ==- Time __ - _ -=: SAMPLER: .'2- .'7~-- 2 ... SJAI-117.Altl? .SfJ.:;JT~F""O"ON . .. oate::::."l.,.z.-&~s

~ 8 ... ;:

.! ·; ::=:; 5~u

... ci. .. 0 E - :: E

DESCRIPTION f. li; Z ::::; . l§ .§ ~ : .s= Q. !! u u _, . . .r:. • "* ~ ~ ~ -; ~- :2 l ~ . ~ ~ e.:;;e~--- -zrr' of- .,-· - 0 "' Jl ..!!! ~ if. ~ .. .Q. c .Q. . - .. - ~ 0_.: c... ;;> ~ :5 ~

P.ENETRATIO~ DATA

'Standard .1'Z~'_Q_._t'~:T.HIIJ3 .. j Penetration Test :WAL.L:"-:-Ti.:.Lee' =:-

N (81 f ) ~A1'1f'J..'~~--- -~

· ows per oot , , o 10 20 30 4o· ~L.o~-?1tr:&=. ____ _

_i~;:n It --- ,----, "'1:,-&.-,--,-----,·---·h ,_:A __ ,..,_ .;,, ____ , ______ ., ___ --=-w

--~~· --=ME:.Ei'\LlM.; L;;I!AH1~£::P...:.=.:::::..:.::' :_ :_: (M·•·)j-·----~'A""''"' ... -- ·s1 ·-r · · ... ..., .... ---· '. • - .. • . n- --- _.,... -' .,._,_ "-• -

--.;.~ .

~

~ ·.,.-D.~ .... , .. ;a-~--~· -··--·~--~--~-~·-·-· . ';/~""-- ....,_. . ..0 .•. .. _:::__ ,_,,0 ·- =- -·-- --·-· ---

¥w- to? f'o:. G.C.. -

. '

--- . , __

-- --- '25. 5/ . %: ~--

_jo.!?.~ ~-: (). s ______ _

_M e".t/1 UlyL~=-=-~.:::~-----=::: __ :_ v rA_ ---- -----MoTi't:ei?.:~Ro~J;J~~f='-e;17--:". - -: · ((~~- c~~\) ~:-.=_:·ft;;A"f£;'1.-!ilt..:T(t7e'C:~c;t<.}- ;~ ::- Vn

1.''. .. I ' ::ss ~~LC~----~--~~--~

-~---- ~ -:r.AN::-PiRD~~c.t=~L:A;.ca<._ -: -·(MHr ·=.-c~.:.A~e:.~=.st~1:.(~ec.:~rr..o.c.t~Y _;

d ~ tn.

- .. G ~~ - ~ - _::__ ----~·_c_i ·:.:vc -~ ....=:___ ~

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WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816_ • PHONE :737-7931

Boring Log , BORING NO. -~-=--4------ --Sheet No. of _,....---

PROJECT PARKWAY _ - -Driller -~W,~kUM.A.S~:SaC:::;nJC._Date _ FE5.~'2""-;-:I'LT~-=~~~-- Kaneohe, Koo1aupoko, Oahu, Hawaii ------ ·

lOCATION . ----------

Tax Map Key: 4-5-34: 1, 6 & 12_ HAMMER: · - ··Datufll .;..· ---'--"-----

Weight [_4-c:r,..._ Drill Bit _ __ _ _ ------:-...:::-.~.:::~ _ _:-=-=-==:-..:. ____ ,_ ·'-Z-o" w· L l:::t:lo"f I --- --1 I . Drop _...., .. . . . - ater eve -NOTIG.t;::p . --

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WALTER LUM ASSOCIATES, INC. i I 3030 WAI_ALAE AVENUE • HONOLULU, HAWAII 96816_ • PHONE 73_7-7931

(. Boring Log _ . BORING NO. ·=:~5--:-------Sheet No. of ----

PROJECT PARKWAY . _ -- W. L.l:.U~r J.. 'L'LO'-·l!Jt.~-----"l::c--o.. . ~ a (, . a 1 -.a.· ------------------___,..,----___:.~ Drollrr · · .. P.-::7;7 v.,- --Date -I I.-I""· '2 ~ ~ 7, , I -_, ..,

LOCATION Kaneohe, Koo1a_upoko, Oahu, Hawaii Field Party -:ME::tf:::T'--=-;-.J'Ac.IU~f:\T~~.O?'Ar~o--~==~---::-:=·: .---=-~ ::l ~

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Tax Map Key: 4-5-34: 1, 6 & 12 TypeofBorin;AUc..t"(M+-;'~~l~gM:l);·iam.----::_:?"--- -----·-~'2-;z'·'t-- .1(

HAMMER: Elev. ---~ _ _ · :~- _ -_ _ - --- Datum . ·1-;2f0_,..__ Drill Bit l.C.,_. V'~~C.

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WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931

Boring Log ' BORING NO. =-c; __________ Sheet No. of ----

PROJECT PARKWAY i>rin~r-:.:w~x:u M·-A"ssoc.~r~rc.~;;:t •.. -fee7:.:r~~-1~ 1 ~ ..

LOCATION Kaneohe, Koo1aupoko, Oahu, Hawaii Field Party-=-!y\e_-t_f;~,.-:Th.G!UC.Hl--::-;·cfsHIIC..O·~-:·:.~:~- ·· ~:. Tax Map Key: 4-5-34: 1 . 6 & 12 Type of Bori,:;II:AlfC.E:~(M.~&~~~)Dia~-=--=-~5"·=·· -=-~~~-=-~==·-

----------=------::-,.---..;...--~-;:__.:::...;_;__-=-z'~:,_;_:-:....::::.=.__ --- 'ZA."G.·'-4--~---------Elev. -- · .. · -r · ---- - · · ···Datum -------

HAMMER: Weight

Drop

SAMPLER:

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PENETRATION DATA

g - 0 i .; ~ ~ ~ I, Standard -- -_.i ---z '' 0. D. Tlh~r:::.::., := ~ . • .. . . g ~ :; :::; 5 5 ~ . j..: /Penetration Test .. =WAL~':.:ru·ee-.~: __

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WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816_ • PHONE 737-7931

Boring Log BORING NO. =--=-:1-==- Sheet No. of

PROJECT p ~AY . :W :--ttll\fi --.( l'-L--~-;-1 NC.~------l'VI A R.-,.-T'\ P· ------ r Drolll!'r · P..cr70 -• -Dele · • -"" • · · ~ -------- ·

LOCATION Kaneohe, Koo1aupoko, Oahu, Hawaii Field Perty-=:ME::.:'1f;~O'SHIR.e5-;-:KA'KIJ.-==::.-=:___ ~-

HAMMER: Weight

·Drop

SAMPLER:

~ !] ~ :=:; :5.&o

Tax Map Key: 4-5-34:_ 1, 6 & 12 Type of Borinu-AIJ~eF..(M";'Jui~*'.;.:i)o·;-;~--- =-~·t• --_-_-_-: Elev. -::=r&4'±--+ · --- Datum-------1- (,. t7~Gi- _-: - -- -------- -- -- --------

B:_O~- Drill Bit

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.S<; .. L -- ,... ------ I_ Date ;;;;;..;....:..;,..:..;:..;;·.;;.t-_.;;;;;,;;--=;;..;;;;;;;;.~.. ___ ...J.. ____ ...!.._

DESCRIPTION )' ~

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WALTER LUM ~SSOCIATES, INC. I 3030 WA.IALAE AVENUE o HONOLULU, HAWAII 96816. • PHONE 737-7931 I

i I

Boring Log i : . BORING NO. · f::,- Sheet No. of

PROJECT PARKWAY . -~~'IJM I. t!!.t!!. c.:t• I ·- --·M . -·····1--pll-JIL.---~--,. ----:--------------........,.-.,.....,-___ .:_ Droller-· -~ · .P..~~o T NV. Date- A.I'C... ··-'- -.- ........ -

LOCATION Kaneohe, Koolaupoko, Oahu, Hawaii Field Panv-Mc'"1E:.I'-. 05RI "o·; TA'c..-crc;Hl _________ . T · ·· --~~.~e~(Mo&u.e - ) . '3'' . . ~X Map Key: 4-5-34: 1, 6 & 12 Type of Boring -Mlt.lUfelo'lA.~ Diam. · · --··· ----~---·--·

HAMMER: i Elev. -=:::rc;.c:r:'=! _ Datum

Weight f~O f· _.o_ri_l_l _s;_, _r'""'. v-=-=-. 12_.1_u;: __ . ....,"',..-'-. ....-.....---'"T"""-----.---.,----

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DESCRIPTION ~ .s:

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PENETRATION DATA

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&.;;A.I~S=l-~~~:r-Ir::-L-~-1 -.::.1 I I

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WALTER LUM ASSOCIATES, INC. I 3630 WAIALAE AVENUE • HONOLULU, HAWAH 96816 • PHONE 737-7931

Boring Log . BORING NO. ~==~--Sheet No. of ----

PROJECT __ ""'""-"-P_ARKW __ A_Y __________ ~ . ,,,.t:d'M-i~~ .... c.:11>JC- . ----MAR-'Z-T91"" Droller -"'1• I'\?7V • Date · • • _-.,.

LOCATION Kaneohe, Koo1aupoko, Oahu, Hawaii Fi_eld Partv -::~~u;.'1~~·:o~HIRo;.TA4LIGt·H-----:---:-0--::J -~ -~

-:t --<! ~-

Ta~ Map Key: 4-5-34: 1 6 & 12 Type of Borin;All6e"WI'L~1e~~) o:~.~~:__-:....:·-:;_;3:;,.._ ·_· -'-. ---------~__;__....!.,__:.::....: _ _..:.... . ..::...,;-...::..:-.:::..----=....!.'......:::.~--==-- -.--rs z ·of---f - -- -· - -- -

HAMMER: : Elev. ----·- · - -::-·--- ·c · Datum

.. r.:A..-0-:-~- Drill Bit d• C,.t?.J~AGi Weight t-:r. . -- :;:::::-;-::::;~;r-:=::;:-=r=====::r---y-----r---Drop ~f.:~ 'Z_~_:o:;.t?.:::rH 1 t'J.:.-.W~kL.-_=:fi.J l?>.t::: .. -- --- - Water L;i:~--~~t~~-:-1·-=~-~=-' I I

SAMPLER: ...:-z·~-~7~-~ "2 ".5TAN17,6.11:.P--SFki:T-'S!poot't . Date~"'- 2.~ .1~- -:

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DESCRIPTION ~ ~ .. .. .;: a. o. E

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PENETRATION DATA

~ I :-z ~·o. t7 THIN __ . c) 'E ~ . ~ :;; ~ Standard

z ::::; 0 ~ ~ . ~ . i Penetration Test -)..lAt.\.. TL.Iee-.=. 1.1 .. ~ ~

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WALTER LUM ASSOCIATES, INC. I 3Q30 WAIALAE AVEN-UE • HONOLULU. HAWAII 96816. • PHONE 737-7931

~. -t-o---····

BORING NO. ~-- -------·--- Sheet No. of

. ' '1 :-LdM -~.. -_._- G-;-lNC--""b:R.--:-- ~-Ta 1 ~--- -Dflller .. IN - _p..S-,O I ·-~-Date .J.YI ·-7·•--~'- -- •-

Boring Log I

PROJECT PARKWAY a.:.

\l} ~ 0 -~

~ '.(.

Field Party ~ME:..jeg:;-_-o.SHIJC.O.~KAKU _____ -_ ---:---·--. _::.: , __

Type of Boring AOl:ler:..t~tJ'Jr~A~)o.--.m-. :----=--~ ... .::_: ~----_ _::...:_. LOCATION _Kaneohe, Koo1aupoko. Oahu, Hawaii

Tax Map Key: 4-5-34: 1, 6 & 12 --1c-~~ ~

HAMMER: . Elev. ·_ ' O~tum. · rzt-o-• Drill Bit =:r:=:l·:!:!·L:=:·:::!:.P~RA~Gi~-=;------

:~:ht ~-,__- . · Water Level-=t:s:·o·-~_---:-~· I I ~a:p.J"H~~l,;:.:c:=J:ifae=:·--- Time --

SAMPLER: .?Z~'?='?~S"TAI'lt1.b.:Rt:'-==>pl.l.:r-s roo-~- Date--.::?- s-:-1? -- - ·_;

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DESCRIPTION ~ .1: ii . ..

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0 . ~ :;; : Sta_ndird 12.~25~~.-:n=w"--e c: ! =~-ACt:.:_i\1 ~~:_,_ z ::; 0 ~ • ~ ..:: j Penetration Test .. u ~

~ ..... 'U) • .'5A'M f'L.E;~_ --_::-c. ~ "0 c: en .. "! -.. E .. 'ii·ll! "3 ~ .,: :ii "'- · N (Blows per foot) i .. a:. 3: C" 4~W) W? j_o_, ~L __ ,_ en ~ ::> > 0 10 20 30

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WALTER LUM ~SSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816_ • PHONE 737-7931 ! -!

--,-,--- -

BORING NO.-- -- --- ---sneet No. - of ----Boring Log

I

PROJECT _ _ PARKWAY Driller --v..l~u:J.I'Y\ ~A. c,;o~0l'IC..-:-_-~t.:~-:=-·t~::c'3~t5 ------ j ::_ LOCATION Kaneohe, Koo1aupoko, Oahu, Hawaii Field Party~\~:1 ~ll..~O':>l'\T]l.,Q_~b:G;\:rca1 _ -

T Ma K 4 5 34 - AOU~afMOI'>ll..fi •)- o.:•'--ax . P ey: - - _:H 1, 6 & 12 Type of Borin; '?'\f:\l~l.ll~to\A.t-1 Diem·-- - ~ - I-

HAMMER: Elev. --:::::-:---:T?-'1 . i -~ --_ -~--~·:_-D-a~m -------

w-· ht . (2\-o:fJ Drill Bit ·J.:t;~]7J~.AGi~·-:- -------- -- =.J~-elg ---

Drop ~--0~ - Water LevedfEfu:.eyp 1· __ ~- -~ ~- I :z" 5 · 'Z..,. O~J.J..L.::1Jll7f; ___ --_-___ Time __ - _. _ _

SAMPLER: ---r'~--;:::-:-z--n·-;;_:rp.:l'\17AR.'P. SfL.IT-Sfoo.J· ·Date ~-:En- _ :

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PENETRATION DATA

, Standard ·jz"o.D . .THIN=--··-i Penetration Test ::W~_L..L.::TiJ~E;=:_ - .::?A'-If.] ... _t;-$, --

N (Blows per foot) - , o 10 20 ao .so=:E!>I:O~S7o~--

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• Boring Log PROJECT p AR.KWAY

BORII\IG NO .-:.:tz- ~=~ -· She t N · - " o. of

Drillrr W :l.::U M::A t,7(}(~:.1t;;n:;;-~~ Da;~MA." .- 'Z ~-T113 ___ _

c: 0:.

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LOCATION Kaneohe, Koo1aupoko, Oahu, Hawaii Fi•.'d Partv -:-::J~A.I7oviGB--::.se.ro--;-.:rAGill.~L _ -. __ -__ -J.:: . AUG.E:'-.(MOlSlCfi -.1- - --- .. ___________ I_

Type of Bonng \MINIJlt:MAWOiam. -----· 3_ - - - -Tax Map Key: 4-5-34: 1, 6 & 12 HAMMER: Etev ---=1~G.-o:~ - . · Datum

Weight ' [~!7_'! Drill Bit -::I.~!:,_:,:Y~A.G Drop :"~io_:__ ;w;:.;.:,.~rlev:e:;t_=-:--r= __ i-i-E;i.=,:;;o::;:~=-=1_ i=_===:r----,r--,,---

Timel5:ooAr;;;rr==-==r I 1 SAMPLER:

~'Z "- ~:TANt:'A~t2---s~l"kt::T-=.-sroaf.l:::.=====-=-~---· . Date -_?--z4:1 ,;_ - ·- -_ --

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DESCRIPTION ·~ .J: a.

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PENETRATION DATA ci I -0 'E c ~ E

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WALTER LUM ASSOCIATES, INC. I I 3030 WAIALAE AVENUE • HONOLULU. HAWAII 96816. • PHONE 737-7931

Boring Log

PROJECT PARKWAY LOCATION Kaneohe' Koo1aupoko, Oahu, H~wai:i ~··

BORING NO ·-::::~J.:i~~-7~-~L-t N f .. · ~e o. o

Drill<'r -~.M.A.$~_::rRc.;~ Date f'IA~._-z:-+O.G.~l~7~~ · Field Party -=·KAKi.l_~ J .AG! U~H 1-K"A-0_ ~;S e-ro~ F-"Af7ovT ~H--~

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Tax ~ap Key: 4-5-34: 1, 6 & 12 Type or Borin; ''\tii,..U!EMA!tl Di•rn· ·-- --- J

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WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU. HAWA.II 96816. • PHONE 737-7931

e Boring Log PROJECT PARKWAY

BORING NO. =14~--~--Sheet No. of ----

Drill.r 'W.;_L.UM .. A??o,., l ~c..~--=-~.~. 'JvlA~~ ''2.'2~.l3-l.?-~.:::..

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. LOCATIO N Kaneohe, Koo1aupoko, Oahu, Hawaii

Tax Map Key: 4-5-34: 1, 6 & 12 -----rr.,._--4-+-·-*---- ··-- . Elev. ---- · ..J ____ ·-· · -- - - Datum --------Drill Bit -=:r.·v-:v'K."AG. · --: ___ --:~.::_-_--:-:::-___ ::.-:_-:::--.....::.-:=-=-=:=_:.-=: ... 1 .. HAMMER: :·

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--~AMr ~.-e r..:: _ ------· --· N (Blows per foot) : o 10 20 30 4c>::rsr::owsr~;s_· _ ~

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WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU. HAWAII 96816. • PHONE 737-7931

Boring Log ! --lG - - -BORlfiJG NO. -·- - Sheet No. of ~---

PARKWAY ' 1-,-1 -UM '- c.t::.M INC --. ---M "2G. ... ------.--PROJECT l)ril,.r _N •• L- ..• P>::r;;ovv., ··---Date ..,._...;A~~;_-_ ___;_:;;_:.; __

LOCATION ·. Kaneohe, Koo1aupoko, Oahu, Hawaii

Tax Map Key: 4~5~34: 1, 6 & 12

. Field Pa~~!Ut70VI c..rt-;·?eJo·, IA:c.;JJi:.HT:::-~_:-_-__ -.::~::::__:-~~=~_:::-.::.:_~_ · · . -..-,,-,... -,.-/Mo&l\.._f:· ' '!2._.. •·• -

Type of Borin; ~ ... "ler:iMu-W'[i;Mb.HJ-Diam. --:~----------

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PENETRATION DATA

/Penetration Test !::_;~=~~~--~~=~~~ :::-- .-:.~Al-A M f:~~-== _

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N (Blows per foot) _. 1-

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WALTER LUM ASSOCIATES, INC. l I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816_ • PHONE 737-7931

·.e Boring Log i ~---

BORING NO. -- ·· - ·--o · "Sheet No. of

PROJECT PARKWAY ""'"' w;W M ;&.ss.oc;;rJ'Ic.:::--,;,; -MA I< •. ~' .;J 11 ~ ··.::_r-~ -.,) ~t 0 u)

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LOCATION Kaneohe, Koo1aupoko, Oahu, Hawaii .Field Partv--::J7~~170YIC.~~~~-;~~-~~~~~::-~~~---------· ~. Tax Map Key: 4-5-34: 1, 6 & 12 Type of Borinv'P.Ll"-'E::"(MrrJU1t:;MA~1iam.· ----~- -------------

. . . . --z'.Z·f:l·'--j:.~---------Elev. --"-- "----------- · · - Datum

HAMMER:. o,;n Bit ~~L-~~ _.:_ _________ , ---------.r4-0 :If--Weight .. -- _

Drop ~L____ Water Leve~C:,\,"ev 1- I I 1

-~~ '?~"Z~O:p. I El!lSl WA--g;..-=ru:p;,e- -· · SAMPLER: ~~ ... ·~~")-:-'2--: '5TA.-Jt'AB..~-:S.r: C:.lr::.5...:roo~

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PENETRATION DATA

~ I • Standard ~0~ P-:-THI~ i .. i Penetration Test ~y.i/.:.Cc~:ia e._ ecc l . ~ !1 ' . _ ~~AMI'Le~==- := ~ .._ N (Blows per foot) , > o 10 20 3o .o~o~_eLQ~.2t~ =-.,

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WALTER LUM f'SSOCIATES, INC. I 3030 WAIALAE AV.ENUE • HONOLULU. HAWAII 96816 • PHONE 737-7931

I

Boring Log : · ----zT____ . BOR_ING NO. -··------ ---- Sheet No. of

PROJECT PARKWAY . ....,,.,,-t:UM_b. ___ ----.:~ ·· --------MA - ·-r'\1 -. --1-·

Droller-"" ·· - >St;Oli . .IN.V. -· Date· ~-"21., __ ? . . -

LOCATION Kaneohe, . Koo1aupoko, Oahu, Hawaii Field Partv-::gAoovtqt-t;··$-eT.cL;.TII:fii.JC.H 1 . . "NJ(;, "(MO&IL.£:'--:1,---"----

TaX Map Key: 4-5-34: 1, 6 & 12 Type or Boring _f;,.... Mtlollllt.Mt>otJj-Diam. ____ ;..> --·-------~ ~~~-* -

HAMMER:, . , , Elev. _ ,.;:-pR,A;r.:---- _::-llatum _____ _

· · · t·:~~··o-4t Drill Bit -1---""'-'----- =-- _ Weight · · . -"'~'""----- ------:-::::::----:-. ---...--,.,..------.-----=----Oro -~~ Water Levet:-tfo}IC,Eiii:·

p .. ~-----~~-::."~17.w..E\I.!"i!G;.!I;:~Lil2.1"<: Time-------~----~- 1 1

SAMPLER: -:-'2"3"j-:-::z-w-:?T;A~PA~t:' :--s·pdT ... ?CQPI't Date-~:"?·"ll:_p_,__ .. _·

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PENETRATION DATA

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·,N (Blows per foot) , 0 . 10 20 . 30 40---~L:CJ~~$70~ :__ =-

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WALTER LUM ASSOCIATES, INC. I · · 3030 WAIALAE AVENUE • HONOLULU; HAWAII 968)6 • PHONE 737-7931

Boring Log . __ ,_7 __ BORING NO. _.L ---·- ·Sheet No. of

PROJECT PARKWAY .. . :VJ;[UM-ASSOC.. JIJc;--·- -MAft;:'2.fl'l1~-------··l·--·· Droll..- ·· - I · ·· ·Date •·· • · ·· -----· ---

LOCATION Kaneohe, Koo1aupoko; Oahu, Hawaii Field Partv-...RAPO.V.ivR_·~-?E:Tt?~:;-:_TAG.-uc.l·tC:::_ _ _:~.:_=:_-=.:._:::..::::_~

Tax Map Key: 4-5-'-34:· 1, 6 & 12 Type of Boringl-:(12;it"(~~~l~~,_I-IJ-Diam. =:-::::::.-~~,.=========· . ~-o~-' ±---4ft--.. ·-· ----

HAMMER: . Elev. ---:-·-- - _ - ----~ ~ ·-- ·· ~- · Da_!':'m .. __ _

Weight · t~-e!=_ .· Drill Bit =r .. G.J7RAGt.. ___ . . ----··-·- _

Oro s~ . Water leveL.N:J'ifk.t( I I P - ?1...'.'3.::==::2 •o;Q_:;IJ:Hf'l'"'WA-~ JUJ;.t::·· . Ti.me:.._· ~--.,.......--1==--------1- I I

SAMPLER: r~4.~A~'P.A""RP~ f_a:;-.t:r-=sroo..t .. Date :-e>_.JZI·1~

PE.NETRATION DATA

r:: .2

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DE~CR.IPTION

... -' -~

a. 1-2 ~· o. C>-.:.THI N::=·-0 e ~ ... E

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WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816. • PHONE 737-7931 I

! Boring Log : -=z-3·---

. ' . BORING NO. ·c:-- ·- - - Sheet No. of ----

p JECT.. PARKWAY . . -ll•,--• u M --J...·Lsov-:· .,., .. ------~~.... zo -~ "'1 ,;J,. RO 0,.11 .. , __ .,..,_ -""'· --~7 ____ J_I'l~.,. £""•A&-'-=-•--' .-.,

HAMMER:

LOCATION Kaneohe, Koolaupoko, Oahu, Ilawaii Field Party -:-:KAVOS(ICI_A--c?-~~~L.I_C._t:IT--('Mo&u.E: · \ · -_,.

Tax Map Key: 4-5-34: 1, 6 & 12 rype of Borin; .AI.lG.E:'R.. t')IIJUU.MAN.biam. - '? ... . --.z:n-~--~--- -Elev. -·- · - Datum ____ _;__ __

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WALTER LUM ~SSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816_ • PHONE 737-7931

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- Boring Log PROJECT PARKWAY

BORING NO. =2-4-~=---Sheet No. of

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LOCATION Kaneohe, Koolaupoko, Oahu, Hawaii Field Party -~=-~IU. t70'-'IC.!'i:.:::?elo:=I'SA1J -,]>.U(atF,.(MO&I &;f; -_: } - ---- -------~" --- -· ---- -- •-

Tax Map Key: 4-5-34: 1, 6 & 12 Type of Boring MliJLl'f!(l'l lot-I Diem.- - · -- - . - -------------

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WALTER LUM ASSOCIATES, INC. } '

I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816. • PHONE 737-7931

Boring Log , ·-·-·z·s-· ---' . BORING NO. ·--· --· -- Sheet No. of

PROJECT ~ARKWAY ~- ~~~L..ON\ ·.t,£:a·"::-fl'.P'. . ... .., .... -.,-'11-~-------· --T , Droller ~"77 v • ."" ·Date .MAP:. .. _ .... u_, ___ ---~ .. -

LOCATION Kaneohe, Koo1aupoko, Oahu, Hawaii Field Party ~A"D.o_v_LCc-..!i.., .. s_e-.TLKAY . ~ .... Tax Map _Key: 4-5-34: 1, 6 & 12 Type of Borin;t\ll~eg~~~iJ-oiam. -=:::=::3==:::::::··=· ========-

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. WALTER LUM: ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931

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Boring Log . BORING NO. =zT--. Sheet No. of ----

PROJECT __ --=.P.;;.:ARKW=· :..::A=Y~-----.;........o..------__;_ . w:u..IM .. ALLO":-·r··'c, .. ·-··· TLJ,.,_--.,..-T"~1"-__ _ Droller · · ' 7 "--• .1'1 .. · Date ,... .... "'- • 1- ··"'·· · ·.e·

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LOCATION Kaneohe, Kool?upoko, Oahu, Hawaii Field Party ~At75SJJ't:l~UTAKA.~.l:Bow===--~ . - ··-. . Al!C.t:::'..-1 Mor>ll.t:"-\- --~· ___ _

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WALTER LUM ASSOCIATES,_ INC. I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737~7931

Boring Log BORING NO .. -::::z-a--. Sheet No. of ----

PROJECT PARKWAY 0,111.;W~L,;OI\~"I::A.-'7SOG:-,1N (,~ate .Auc;;·.-c;,-, '\ 1 ?- -

LOCATION Kaneohe, Koo1aupoko, Oahu, Hawaii Field Party ---~-~AI70VIC.~, 'SHIGaeiJAGI·A--~----- --. . _ :AJ.l~Atf' (MOf>lL.f£) . L"

Tax Map Key; · 5-4-34: 1, 6 & 12 Type of Boring · ~;, "Jo · · ·Diem • ..::··;__· _;_;.,:-:-r __ ---'-

Eiev. -___ -_-__ ·z-~-b=-±.~----.:-Datum -------

HAMMER: Weight _13ri:L~ Drop -·~o~·

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•• Boring Log BORING NO.-_--__ 'Zj~~--=--=- ~:~ Sheet No. of

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LOCATION Kaneohe, Koolaupoko, Oahu, Hawaii Field Party-=Kts.t70VIc.-H; KLITAKA"·,-cHo\4{-__ -....:.._·~-----::-:-Tax Map Key: 5-4-34: 1, 6 & 12 Type of Borin; ALlei!f:"(~!'~tf:')- -Diem.-·-- ---4-" ·--- --

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Boring Log:

PROJECT PARKWAY

LOCATION 1\a,neohe, Koo1aupoko, Oahu, Hawaii

Tax Map Key: · 5-4-34: 1, 6 & 12

--?o- --- -BORING NO. --------- ----·· Sheet No. of

Drill•• :w.-t..:UN\-"A?Soc;;~JJIJCi. -Date .ALIG. "Z.,' ,,7~ . - ----M E;-"f~ --K ALl - --

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Boring Log BORING NO. ~I_ -~-= Sheet No. of

PROJECT PARKWAY - . ·v,,r;-1 ... -u Nr-A .o;"'o· -c.~-,-,,,'---- -------A'',_-· 1 ---~-, 1 ~-----·· -- · _Droll.,. -- --- - 7 • Nv:- Date ~.~..,. I -~ ---

LOCATION Kaneohe, Ko_ola:upo~o, Oahu, Hawaii Field Party-=K"AI70VlvH -KUi().KA ?H16E'NA~A- - __

Tax -Map Key: 5-4:,..34: 1, 6. ~ 12 Type or Boring -;A\JGE:"("~~:!&.e:-·y Diam. - --+" ------_::-- -. ---- -"210 '±·-*·-----------

HAMMER: . Ehiv. ---:-- -- - -- -- --- · - - - Datum

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Boring Log· • PROJECT PARKWAY

~:1:---BORING NO. - - ·· -- --··· •·· Sheet No. of

Drill~ _w.~COM::A-73"0(..::-I 1-l"~~UC:..~..Z:J.~ 1~:

field Party ~OVIVFL, KLITAKA

1"< ~ "':{. a( <:~

LOCATION Kaneohe, Ko9laupoko, Oahu,- Hawaii

Tax Map Key: 5-4-34: l, 6 & 12 "ALl t:I'(MOI'>IL.-E:'") ---- ... 4"

Type of Boring Po Gt - - -· !'>· 'loo - ·· Diem. _-_...;.__...;._ __ _

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WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVEN-UE • HONOLULU, HAWAII 96816_ • PHONE 737-7931

Boring Log • BORING NO. =:::::3--:3---=-:--:::· Sheet No. of ----

PROJECT PARKWAY Driu.,--w::-J;U!i1A~~ov:-;nJc.:-· ~~.,. ~AU4-. 'Z 9 14 T'? -- _

LOCATION Kaneohe, Koolaupoko. Oahu, Hawaii Field Parry =:M~1!!:R..--;-t'A'Ll----_--:---~=---~ -~--~ -AI.l""eF-("'t:"SA.) . - "

Ta:x: Map Key: 5--4-34: 1, 6 & 12 Type of Bcirinv· "' P~''""" Diam.·- -- 4 ·- -

HAMMER: I

Weight 1~~-0rop ·~a"

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Boring Log BORIN_G NO. =::::3~4:-:::-:::-_:-::::-:- Sheet ~o. of

PROJECT __ PARKWAY - . -w:·~,;.,M_~-A'75o~:.:-·uJc;. ~."-- ...... -IQ7"' _______ _ Droll~_r - -- - - --• ---- ---- - Date .:;.-~-'>:.:1 t.l:.;:C..::.;._01:::.J..:.•-:...':...:...:-":__ __

LOCATION Kaneohe, Koo1aupoko, Oahu, Hawaii

Tax Map Key: 5....,4--34: 1, -6 _ & 12

Field Party -.=.RAt70'1/ Cc,}I_:-=KlliAKA-_~t\o~-=----=--~---- _ A''""'f;"-{--MDf'j\I .. E?-\--- - -----A."----

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WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816. • PHONE 737-7931

Boring Log BORING NO. ·==3_5;_-_·_~-- Sheet No. of

PROJECT PARKWAY Drillrr -w:t.:U_r-.11 A'?SoG·:~TI~"~-Da~;_ALlGt. 1, 1~1'?

LOCATION Kaneohe, Koolaupoko, Oahu, Hawaii Fie_l_d Party-.RAt;;~o_viGH., KLITAKA _'SHIGB.NA"'A ____ ---:--·

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WALTER LUM ASSOCIATES, INC. I 3030 WAI.ALA.E AVENUE • HONOLULU. HAWAII 96816. • PHONE 737-7931

Boring Log; BORING NO.-=-=~~c;::-~~=-- Sheet No. of

PROJECT PARKWAY Driller·.w:t:LlM-ASSo·c..~ lNv·.--D~t~ .ALlG!.'Z.,JjJ:;·:--- - , __ _

LOCATION Kaneohe, K.oolaupoko, Oahu, Hawaii Field Pert; _:::::J~AI70VI C.H, ·KLJTAKA . _ -~-------:-=-=-·-Tax Map Key: 5-4-34: 1. 6 & 12 Type of Boring PIO~"EF\(~?~~L.E::) Diam. ·:=-- 4''-~--=----=- -

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WALTER LUM' ASSOCIATES, INC. II 3030 WAIALAE AVI;NUE • HONOLULU. HAWAII 96816. • PHONE 737-7931

Boring Log: --::,-:}-BORING NO. ··- - --- ··------.· Sheet No. of

HAMMER: ·Datum

PROJECT __ __:;.P......,ARKW=.:.;.;.;:A:::Y;__ _____ ..__ ____ _:... . :N. t::LlM-ASSoc;:-UJCI · - ·t.. ur '2.0 1"'1 1 · Droller - I · Date ./.>. '"~· • I ;;

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WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU. HAWAII 96816. • PHONE 737-7931

Boring Log • -··?Je- --. BORING NO. - · ...... o... --·Sheet No. of

PROJECT PARKWAY:. Driller w ... L.lltvrasso~.-.ltilv;-·-~~~t~uc..-·"5: I~B _·

LOCATION Kaneohe, Koolaupoko, Oahu, Hawaii Field Pany-:::.~AJlP'/lC.H. K.UJA~·A;~l:jpw--.~--.-- . Tax Map Key; 5-4-34: 1, 6 & 12 Type or &c;rin; AUC1e_&-.(~?~~e--) Diam. -~ -+" -::-:::·--

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WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVE.NUE • HONOLULU, HAWAII 96816. • PHONE 737-7931

Boring Log BORING NO. ~~ ·3 Cf Sheet No. of

PROJECT PARKWAY . ·.w. L.UM 'A.'S?O~- TN c-.- -. ~·-·ru"-. 'Z"' ·1"' 1.,._- ·--· ·--Dnller , . . Date ·""- ...., I I ..., .

LOCATION Kaneohe, Koola upoko, Oahu, Hawaii Field Party -=..M~:teB.,J<(.ALL __ . Tax Map Key: 5-4-34: 1, 6. ~- 12 Type or Boring ~A\JG~:(~~;t'~)_::_Diam. _.:_::._4_. _· ___ _

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PROJECT PARKWAY

BORING NO. ·-·- ·· --· · - Sheet No. of ----

Drill~ "'}N.L.LlM ,A"77oC..,lNv, -Da;~-MG..'Z..b 197?

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field Party --.. - -'· 1' .. 1·-·-- ----· ......

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WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU. HAWAII 96816_ • PHONE 737-7931

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WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE o HONOLULU. HAWAII 96816 o PHONE 737~7931

Boring Log BORING NO. =4'Z. -- ~-~-Sheet No. of

PROJECT __ ...:P...:A=RKW-==-=A=Y:___...,...,..___,,__......._ ________ Driller :WXIJI'YfA??OG~~rNc.-,~ ---~~; AUC..~- ~I r'l1 ~

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WALTER LUM. ASSOCIATES, INC.

Boring Log l

I 303_0 WAIALAE AVENUE • HONOLULU. HAWAII 96816 • PHONE 737-7931

BORING NO. ~-=-+~·-=--- Sheet No. of

PROJECT PARKWAY Driller -w:~L.UM Aenoc.. INC.._ Date .b.LlC:!.-'7.1, 1'11'.> ··

LOCATION Kaneohe, Koolaupoko, Oahu, Hawaii Field Party ___ Me"1e", 0?\h~o_·_::=:-_-_·-___ :~--- ~-::__ __ ~_---: __ _ _ _ -AJC..ei\(VfOI~.!~A) _ 4-'' .

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PROJECT PARKWAY DriUer -w:~LLlM'Ai?SOv·, INC..:-.· Date ALIC... 4, 11 1?

LOCATION Kaneohe, Koo1aupoko, Oahu, ·Haw~ii Field Party·· J'At70Vl CH "/>..SATO

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PROJECT PARKWAY HI ruM .A L --· <1 ·-- -. tl --Drill•r -TV· "" · -- - '?-.Ov.,INCI, Date -p.-uc;:::-15 1 'ZO, I~ 1 ~

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WALTER LUM ASSOCIATES, INC. I 3030 WAIA.LAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931

Boring Log BORI.NG NO. ~:c::;:::-_ Sheet No. of ----

PROJECT PAIU<W.AY. D.rill•r ::W:Ll.lM A'SSOC.~II·Jc;:~-oate=AuGi. ll!i; I '11~_:- _____ ,_

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~ i E ~ Standard 0 e 0 :;; Penetration Test u z ::; 0 .. ~

., ., u -:u: "" -a. ~ .. "0 g~

.,..., ~., '5 CD"! N (Blows per foot) E .. 0' ~ ... Cl>. .. 3: ..

40 "' ;;: ::; ::1 > ') 10 20 30

~,.q:__:;;:=r-~-:d-= 1-=---L-:-1. I I I ,,

~·f>L::.:. :L+~.J :::_--::.. _1-::..-:..:::=t: ___ l I I

~., ____ , 4f>_I~~~-J ==;:;-=J-::. _::I I . I 1

.,....,..p -=--··- -·- ::_-=--.. ·--""'-- --=--A/.- I ----1-4:1'-1·-- --j---··-·1--·-1 I I II

4~-e - -, 4-1' ~-~..-.:.1 -=··-j··::_:_:__r-tt ------- -- I---ll

II :..:.•

~;~r---:-.::L:+s::~r.~..-=-:-_i---=--1-===- 1--1· 1

4c.·HI - I 4-1. ·- I I I I I ls5 ·- __ -

• "1"-

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Boring Log BORING NO. ·::::.:.:.4-l ··- Sh t N f . ee o. o

PROJECT---,..-......::P...;..ARKW==A;;;.Y _______________ Drillrr .W•I..UM A~770v-,1Nv. ·D~t~ Al.lGt.l1 1.,1?. ·_

LOCATION Kaneohe, Koo1aupoko, Oahu, Hawaii Field Pa~~--ME;"tf:P-., O?HI~O. Tax Map Key: 5-4 -34: 1. 6. & 12 Type of Boring ·:AL.IGtt"'(¥t~~t J Di_arn· ·

. --- I G. c.;' -+··-lk --- --- . HAMMER: Elev. - ~: · _- - ---- - Datum ..,---------

. ~o~--- Drill Bit 'f.C..t7P..AGt 1·tii.JC:.E;~ T'iPf;

Drop ~'"'- Water Level H_arrr&P . - __ . Weight -~-~:;;---- NOT' - I I I ~-Time -- - - · - ·- :

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DESCRIPTION ~ ..r:: 0.

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4H=' I ~~:::-.-:J.:S7 _:---:J-==--::::-1· :.-:;:;-:__r..:-:.= 1

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(-· ., •.

WALTER LUM ASSOCIATES, INC. I 3030 WAIALA_E AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931

Boring Log BORING NO. ~~::--T)-:.-::::-~·-::-_:::.:_ Sheet No. of

PROJECT PARKWAY . "\l t. L.l.JM A £"C. '-:-l·d·.,.----------p.·1 ' . 4 " . __ __;;;~===----........... -,..--~------_;_- Drolll!'r ."N. i'\770u., N.... Date . uC... I , I , 1:;

LOCATION Kaneohe, Koo1aupoko. Oahu. Hawaii Field Party. ME."1eP-.. O~HIF..O ·Au~ei\(VE::R..?A.) . . __ 4_.,_ -·--·--·

Tax Map Key: 4-5-34: 1, 6 & 12 TypeoiBoririg PP.Ivl.. ·Diam.· --- ------· ... · ------Jra··~-*-··- -

Elev. · · · t>atum --::-----......... -n,;ll R;t -:::::J_.c;;_pAAGi "1 fiNGtf;F..-1-trt:;· HAMMER: .

W. h 14·0~ ... -e1g t L:. --- -----:----:---;----·----,,.-----r----=----

Dro -~0~ _ Water Level l"l~· 0' ~ __ .. ·· . ·1 -1 I p ?O.::..S-"--'Z'~O...O •. .THiiiJ_WALL.:_TLJe>E:" .. _ . Time--=:-~ __ :::,.--:-::_~~-=---__ -_---_ _

SAMPLER: . _-z•ss·;·'Z~'-'S>TANt7P..R.~--srL.I1"-'S.fC?P~·-=----- Date "'""'&"'"-."""'-'"""~-·..;..7~...~_:..__ __ .. __, ____ ..~. ____ L ___ _

6 I ~ ~ ~

: ~ ~ DESCRIPTION ];" -~ ~ a ~-: • (I)

5 ;g u eL-C:'IJ:-"-\\Ot"i~-~~:'* ___ ,o_c

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PENETRATION DATA

, Standard ::_:;.~~0.· t;;o;..TH IN~= ; Penetration Test 'WA\.1... TU~C":::.:

. ·sAMPL.:e&..·.=- 1-::-.N (Blows pe'r foot) i . ,

o 10 20 3o 4b ~L.ows Jo. s __

c. ci E ~ E

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11~.V''L ·::.-:::J.::::lo·.::-.l:::::~-1 ;~o +'-o ~1.0 Soo

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I WALTER LUM ASSOCIATES, INC. I 3_030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931

Boring Log l BORING NO. =:]"2_~~:-:.._.,. Sheet No. of

D .11

~W.U..lM ASSOC..~ rt•tC. .. ·D--t· ~AJJGa. II 191 ~ ro ~r a e ..:....:.._.:.._...L.....:.....:.....:...... __ '

PROJECT PARKWAY ' LOCATION Kaneohe, Koolaupoko, Oahu, Haw~i_i __ Field Party- KAKLl, PAIJGt -- --d --·

Tax Map Key: 4-5-34: 1, 6 & 12 Type or Boring ALlli!I'~F.,~c;IJ;.u.~o~),iam.- - - '?" _ ..... . . -----,'2~'-f ··-*··· ---------

HAMMER: Elav.··-···- -· · ··· ·Datum-------

L4:0 :#- Drill Bit - fl N6. eR;-1'1 re;· - - ----Weight L..J---- -......--'-" . ..,_. _,_._ -...,.,.,.....--,-----r---"'T

Oro ~o.:__ · Water LeveL uJ~i:;o ··1 --- { I I

SAMPLER~ ::z~:n.l'!v.~a~t::'.:::=:5rJ...-X:f~fOON--~ -~- ~=~~~;~~~-- . ~-~:j- . c: 0 ;. .. u

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17f;~OMf'o~f;~_Jr,oc..~ 'f .U!AA"f;L1.= . ;.._: ____ :_t::NV.J..F-~KHJc;,-<2/ ~--li~c-- _

--~..:JJ.:J.~.::.:-.:-.... - - . --------- ----~ __ .:

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PENHRATION DATA

·Standard ! Penetration Test

N (Blows per foot) 0 10 20 30 40

t= b·

r+ofo.;'

WALTER LUM ASSOCIATES, INC. I 3030 WAIAl_AE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931

Boring Log BORING NO. -~=r~~-=~~~ Sheet No. of

Driller --'f•J. SUM-A'SS66:JNG~: -~ate :AlTGs-:-:lT;-1'11~---~-: -', PROJECT PARKWAY

;<! ~ )/. tl <l ~

LOCATION Kaneohe, Koolaupoko, Oahu, Hawaii

Tax_ !1c!.p Key: 4-5-34: 1, 6 & 12

Field Pan;--RA DOv I CR-~ K Ll TAKA ==-=~=::.-====-=-- CA··i- --cMOf';>ILC") ------A"-------

Type of ~ring uGte-~ --!'r'>c:>---- Diam: ------T - ----------

----1'~0 ·~ --')( --- --Elev. · ·_-_, - - - · -- -------·-oatum -----,,....-----..,..,--Drill Bit~~ NG €; F-.. .:fl'f'E;.._________ --- --HAMMER:

Weight -[40.:! rNoi _____

1

__ - j I

1

Drop ~o_:__ Wat_er Le.ve ::"'~0::':1"t~<t~~f7=t· ::···::·:::::· :::··=t:---+---+---SAMPLER: ~~-~ $TANI'AR.~- SfL.LT~~fooR ::~ ;~~-i- -----:::-::-:-:-< --

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WALTER LUM ASSOCIATES, INC. II 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931

Boring Log BOR_I_NG NO. : =_:7 4 · Sh~t No. of

PROJECT PARKWAY .. "W·L..L.IMAS?oc.. IWC... .. ~-Au"'-:-.,. .r. 10 1 '\1'2. .. DroH~r · ' ·· ···· Date · "' 1 1 ' .,

HAMMER: Weight l+o~ Drop J:)cf'.-· ·

Elev. --- 14"1.~"!:- ~ Drill Bit .:.:flt'.l"'e~ :T::tre;~-.-.-~ --·Datum:-:-------

LOCATION Kaneohe, Koolaupoko, Oahu, Hawaii Field Party -~lU\t76VL"vH·.-:KlliAKA.-~~--. . . . . . Kt1 ~""'o&\1.~ .\. 1}-~o) .. :~ .. ~ 4-"

Tax Map Key: 4-5-34: l, 6 & 12 Type of Borin; G.E;t\ '111-1\ll\,MAN iam. - · · "t

Time_~-····~·-·-·

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2 <( IL

WALTER LUM1

ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU. HAWAII 96816 • PHONE 737-7931

Boring Log BORING NO. =--=1 S~--=- ~ Sheet No. of ----

PROJECT PARKWAY Driller W.L-UM A?Soc.·;,INu---:--:---Date- ALICa. '2" ~ '?o, 1'\1'?

Time. 2 ~ $TAN t?AR.t:? :~-'OPCI_T_: ?f'OOt~t_· __ = ---- -- - Date;...._ .,-6·..-'Z'""1,-· 7.,---::~-+-~:__-+---1---t---

. . _ ---..:Me""""'.. - ~~Au---------------------.---: LOCATION Kaneohe, Koola_upok._o, Oahu, Hawa11 F•eld Party--- _J_~;;...,,_,. -- ----,------ ---------------

-~UG~(vbii-.5A ) 4- " --Tax Map Key: 4-5-34: 1, 6 & 12 Type of Boring 1 e>F..t&..L- Di_am. - -------

-- - •14-1 +·-* -HAMMER: Elev. ----- ·-·-- --- - · ------- Datum-------- . -r~o~ D•ill Bit =r.c..P~G\ - --- ·----- -- --We•ght -- ---v No~ • ~-

Drop :~o.:,_: Water LeveLt-LoJt.::.e:.p

SAMPLER:

DESCRIPtiON g

ci I ~PENETRATION DATA

0 E - - ~ ~ ' Standard Z ::; 6 5 ~ . _l . j Pene~r8tiori Test

.! ..!' \I u ........ V)~ '

~ .£l ";:: ~ ~ C: u; CD &f! ~ ~ Jl 'G cf! g. ~ ..: ~ o.. N (Blows per foot)

Cl) "' ... 5: :::; ::::> > 0 10 20 30 -40

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WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLU-LU, HAWAII 96816 • PHONE 737-7931

Boring Log'

PROJECT PARKWAY LOCATION Kaneohe, Koolaupoko, Oahu, Hawaii

Tax Map Key: 4-5-34: l, 6 & 12

HAMMER: Weight C4-9 ~ Drop !!iO-"~-:-·

BORING NO.-__=~](;.:~·- ~-- Sheet No. of

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WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU, HAWAII. 96~16 • PHONE 737-7931

Boring Log BORING NO. -=.·:.1 4 -~ =- Sheer No. of

PROJECT PARKWAY .. w:·t..uM A?L. c,: INC..~ --- -·A.uG;~ ,c.;.-·1"11? Droll~r · -:1° , · -- --nare · · ·· ·· · • ·- ·

.LOCATION Kaneohe, Koolaupok.o, Oahu, Hawaii

·Tax Map Key: 4-5-34: 1, 6 & 12

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WALTER LUM ASSOCIATES, INC. I 3030 WAI~LAE AVENUE • HONOLULU. HAWAII 96816. • PHONE 737-7931

Bori.ng Log . -~---· Eso-- -BORING NO. _- ·--·sheet No. of

PROJECT PARKWAY Driller -_w_,LllMA??Oc..;INCI:- -D~t~--~ALJG!. tO, I 1 1? . ·

Field Party 'J\AP'OVICiH 1 l"'\U'ft.t".t>., \"AN~.-

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-- .. \ '+ * HAMMER· Elev ---- G,O____ -• . . Datum ==------Weight L~o~_:: Drill Bit -~ flNGooe" T1re _ __ _ ___ ---·-----·--.

Tax Map Key: 4.,-5-34: 1, 6 & 12

·-:;o·"· . N"~ Drop _ - - Water Level_ IJO~!Cdir(?

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• WALTER LUM ASSOCIATES, INC. I 3030 WAIA.LAE AVENUE • HONOLULU. HAWAII 96816_ • PHONE 737-7931

Boring Log ! BORING NO. _-:-::e>J~:,~ Sheet No. of

PROJECT __ ~P.;;.;ARKW;:;.::..:~AY::._ __ ~_....,........ ______ __;__ Driller -}<.Ft...:UM A.'S$0(;-;1 INC.~---Dat~--AI.lGi. ~o ,·1, 1~ .--

LOCATION Kaneo_he, Koolaupolto, Oahu, Hawaii Field Party -=Me-tE::R..~.~-C.HOW , t<AL.I ,Tax M,ap Key: 4-5-34: 1, 6 & 12 Type or Boring-A~~(~~) Diam_-__ ._4-;...._'' ___ _

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WALTER LUM. ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931

Boring Log BORING NO ~ B.Z -:: --: - Sh · . eel No. of

Driller:Y.{.L,UMA..,.,ov:~JNC,, D .. AU<:a.IG. 1Q1·.._ ate· , l --;.; e: PROJECT P ARXW.A:X. ,_ <! :s ~ t!. ~

LOCATION Kaneohe, Koolaupoko, Oahu, Hawaii Field Pany·: R.:A:t70VlC,H~KUTAKA---:_-_-.. -. -.-. -:---::··· ·-

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Weight 14::0_ Drill Bit - T. C.. t7~Af:1 . - ·--=.:=~~::._ ____ _

Tax Map Key: 4-5-34: 1, .6. & 12

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Boring Log BORING NO. =83--=-:=-·Sheet No. of ----

PROJECT PARKWAY D -11

·w.LUM Ac,soc-:lu.JCJ: D, ALIGa. 1o, 1'11? 11 •r - . - a e

LOCATION Kaneohe, :l(polaupoko, Oahu, Hawaii Field Party ~-Al?Q'IICA-;-l<llTA.KA :; J'ANC:! ·--A·U -(Mof>lt..€-\- - _

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.... (MH).I--:-:~·.c.L-A1~'1 .. S i..T _ _j:rrv.c.es .. o~~ __ _ ----?A~I7-t- li'~c.DMro?f;P_I\O.C..K -· .... : ,

l -' . ' .

s?:E::l:::-;::_~1 :·s_~~r:::~~ tJ . Z:.Of'> ..... ----!I; .. _, --- ..... - I . --·--. _ .vt.. ... __ o .2>0ut..oe-~---------- -~:- _

_ f;IJt::' Of' 'f?OP..I~Goi·- f..'_::_ I"\~:_. _ ---- 8-; 10=--13·:=-·---_-·· .:.:. ... ::::::_:__ ___ ·---

.

(·e -~:*eLE:Io/ATION ·.:..e<STI MATe p __

-· fR.o~o .. r·roro ... MAl'- e>i' _ .... PARK E;IJGtlt.lt:eP..(IJG,~ 1tJC., _- . l:'AT~D _'>; • 'Z'T ·-1-2~------- - ":'

e-,.. <t .~ :)[ ~ -4 L

WALTER LUM ASSOCIATES, INC. i I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816. • PHONE 737-7931

Boring Log BORING NO. =---8 £:=~: Sheet No. of ----

PROJECT PARKWAY Driller W.J...Litvr:-.A~?OC.~INC.:-D~;e .Al.lo:q. ~o; 1'11!:>

LOCATION

HAMMER:

Weight

Drop

SAMPLER:

&: .!!

"t1 j .! :; =E~~ ::IV>U

Kaneohe, Koo1aupo~o, Oahu, Hawaii Field Party~e:::te.~-:;::c.l-low=~-KA:u· ----::::.=:-:--:-·-. ---_-----:::::Tax Map Key.: 4-5-34: 1' 6 & 12 Type or Boring·p;uGe~.(~{f~-s:.LD;.;,;_ -~ ---. +:''- --- ... - ---

"'""'\4-'b'~ -El_ev. -··-· --· -.... ---Datum-------

1=."'1:0~ DriU Bit- :t-~c,;_p~g,·--==-=== _

=~~A'"<>~Rt>~ seLe1-rcsroo~rJ ~~·~ ::;~j - ~~. I I

DESCRIPTION ~ ~

" ~ -- I> r:> E

:e:t-ey;_:;,=n:!.,f)'_±,_l~-o--~ . .:!

: ! ; :..,_

--~puO I-ii f"O!>£:.t7...::R.O .. C.:IS..--- ---, __ !_ ~ . ' i I

~~: ~~,

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Mer:nQ.M · ~ i L f -~MoT:T~~l7.::fA~_e.&o.w_N~ ;_: : WAfeF..

. _ '' M 1\ll _::"':':"~:~u"'_;::---=: ==-- -i ~+ ; ;

.- ·- ---- :;;t'~ ·--- -- .. - .. -·-- -8A·AI' .:.-~-~,.--~---.;_----1·-----::..;--1·--...:-- t

-

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.e.oL.lc.P.e~---------~ : : _ -~N~~op-- S>OR.IN~::::::e--.:.1.~'::: -;_ l .... s~~?o_;_, ~==---=--==----- ---- -- __ :

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_ .. NOT~---~--~e.eai'!Jt:>...::AIT.eMf-~ i , --:ro .. , .... 17 e o...-...t-----------------·--------- .. ' : -· ---- -- . f--J_J:T.. ---- .

---·==-====~-----··-··------·---.- •· ~ ~ j

- --··--·-------····--

.. :*.'t:.LeVATIOI-1 ·esfii·-'IATf:P ::_L-:.. --~ - FR.OM TO Po MAP. 1:>7' .. _ ··-·

-__ PAP:.K E:;I-JGjrN~E:~.JG, INC. ....... . . 17ATeP ?:'2-4-·7'2.~:-:-

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·-· ~ ~ '£. .!C <! I>-

WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816. o PHONE 737-7931

Boring Log BORING NO. -.-:- ss-_ -::::_··- Sheet No. of

PROJECT PARKW,AY . ''rt.:uM·A_,..<:oc.-\'· 1 cr· --- -Aur..·· "--I""'~·-··-

Drill.r · ~ •.. · ·· ,.....-;, :.1 1" · · Oat~.. "'· :I , .. -1-1 ._,

LOCATION Kaneohe, Koo1aupol<,o, Oahu, ~(l:waii

Tax Map Key: 4-5-34:. 11 .6 & 12

Field Party-::_- F.. A t7 OV l C. H.,. K.U i AKA-:-.::=.::.==---.:::=:.-::--:-:==-.-~= t>;\.1Gj~~-fM06tL.e") ----- 4''·-------

Type of Boring • . · U !?' "Jo Diam. . .. ---- ·----·

Elev. ==::t _")·o 1 "± --.::'l-=-.:-_:-:-.:_:-.=..=.:.Datum ---___,.-.,....,........,.

HAMMER: n.:n Ra _:fJNC.;e:l\, .l-:1 Fe r~o~- ~-·_--·_-_··--~-~--~----~----~----~----

Weight i_~ .... - Water Lever§~J,c..ee:_l_ ..... - --~ ·~ I SAM~~:~ .2~-:STA~l7ARP __ · Sf'LII=SPOON.==--==---~:~:~·~~~~- :~-~~~-.

-~ .. >o ~ .! :;

~ = = ::>.&u

~ .J:; DESCRIPTION ii

e t.:el'.;. J 9 q'±. J. ~ _:_::0 ~

~

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; . . . ~ ·' _·STIFF"'," F...E::DDI'~>M~-=:f>B..ow.N==: __ : ' --t-':Ma.L~j==·t~,:A:-:t~-7--Sit.;;J __________ ·-; f":

·~Vf/_,.~·A.c:es--of---rr- Oi5____ : :..

8E.·ALs.~-~- ?Y._J.:JJ..:L_,.,= l

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:.• ~•

-:·· --· ·--- o. --. -T!. !

· --7T-l.r~--:E. eP.tfi~:H:::::f?F..Q\G.N::-==J.:._ : 1 ::MI'I-:::I.-::.:.::=:cr,;A':T~-·r5•J....:t--- ---------==1.?~;.

-

_ _:_s:n F:f'--MDTTI...E'P C.'RA't·--=-1 10 . (M }'\~:.l:::==c·t..:Aff.~.:t.:::..Sll;.:r - .=::-.:::.:::.:::::::::--::..:1--..

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._J7.~c;oMPO~eP.~ F.oc.K·:.:::-.=:::::~ . -' _· · ,E-1~17_0f-__ I';O~lfJC., _ _:_@-.:.J.C,,S~---- -~ =

___ :.:.:.s.:.-1~7~.:------------ ----- - __ : ·'

~ .f:.L.t'IA'TIOI<J E;;~TIMA.Tf:.D -.fF..oM TOfO MAl'. 6"/ - . f;{ !'Af(K.. ~IJ~IIJe~tN'- 1 \HC .t'A.jeD ~-~tf--1-a. ·

. ~

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e:.:e>I-=:=-:-J:::--+:T 1=...,_-:.- ~ I I I I ,1

s~·c.l.11-·l c.>l -rso l

s:,."' 1 ·-=·1 &4 : l

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Boring Log ~-f.M~1Ac... ___ : _____ 1

__ li!EmBiS NO. ·------ · Sheet No. of

PROJECT ___ P_ARKW __ A_Y ________________ ~ . -::ll·l.~t:.:~lv1.A?~OC:··rtJC.~- -- ·_fc:-cz..··za..---1, 1':1.. .. . Droller . · - ! ·· Date &.- V • Q ,. ·- ..:..I. ..... ----·

LOCATION Kaneohe, Koolaupoko, Oahu, Hawaii Field Partv"JY\f;j e;.K-;-· 0711 11\·o~,.:J A6 dc.tn------:--:---1-T

-- c.olliUJDou? -- - , ,. .L ax Map Key: 4-5,...34: 1, 6 & 12 Type of Borin; -re.~e..TAAT•o}.l Diam. · ~ --

--~ s't "*--------HAMMER:

Drill Bit . j-F -:# Eiev. --,-.- ·0 · ·- -· ·· ---- ----Datum -----~-

Weight . t.:::>Q__ . _ __

P Time·- -' -----· - --Oro . ~0~- _ . Wa.ter Leve!W:O~~:e~-=r=--------::

SAMPLER: ?z•'-:tziAI'';r:::::Ei~:"dt·;lTJ.'OTI'l±----.. --------- Dete-:i-~8-1~ .

1: .!! ~

;"'D ..!:! ·~ ~

~== :5.llu

i"

DESCRIPTION ~ ~

'ii . . ~ ~

. _E:.l:.e.st:-..:.-:.:::;t~-~-~±~-:---6~

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PENETRATION DATA

i ==o~~r·"'fu'J--·::--:::-.::~-==::::::=~=--0 z .. D. E Jl

~ .. ii:

~ ., :Ocl! ~

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~ ~~ ~ ...

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"'"' .,., o:: ..: · N (Blows per fc>ot) > 0 10 20 30 40

I I I I I I I

. I I I I I I I l i.

l'

ii ; !'

:·

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. , ..

--···.....-- --·-·.

------~~ -·-----·· j- I -·--

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WALTER LUM ASSOCIATES, INC. I 3030 WA.I_ALAE AVENU-E • HONOLULU, HAWAII 96816 • PHONE 737-7931

Boring Log PROJECT PARKWAY

LOCATION Kaneohe, Koolaupoko, Oahu, Hawaii

Tax Map Key: 4-5-34: 1, 6 & 12

--l'M&It-J~=-~- '2 ____ _ :BBim5l5 NO. ---- -~o-----Sheet No. of

Driller -~~L:U~CA."no~:; It'! C. D~t~ .f'e:e. Zb, in~----=:-=--Field Party-]~ fij'f;~: 05H lfCO:-;.TAC..IJvHf:=_--:-_:::_~_:::_-=!_--_-_

:zDi'Olt,RLioil$----- -----, ••-- --- ----.--Type of Boring -t~fi:..T~~fiOf4 ---- Diam. --~ -- 4

--

-'l-?r·'t~- -- -Elev. ----- - --- ----Datum-------

HAMMER: . .

W • ht HO 4t-- Drill Bit

e1g ------ ------.:Ti!"'l'""'--"""-"""'"';-----.,-----,---..----Oro ~0~-- wat_er Lever~n'"e." l ----j I 1

SAMPLER~ ~-·~=t:'IAM-~-e>Ci.:!NT ___ pol.-.l'f __ "- ~::~~~r-:-:--_-r

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PENETRATION DATA

:!iliiiiaiiiil ear.&- "' oL.I.,;. --- ----------,--.L.: li Penetration Test11 7

------------ ---

,"' . .. ~ lij a. · N (Blows per foot) > 0 10 20 30 40

M=~:------ ·----

--;;;! -- -----··-

I I I - I I I l=;=;~~u=·--·----·-- 1--

·---·-----·- t

II 181~-

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Boring Log _fP..o!'JI~Gi- - ~ ~ NO. - ;_; - Sheet No. of

PARKWAY . -w.Lt.lM -o~.??oc.:-rf\Jc..-------f~~-'Z7-PI ~-------

PROJECT Kaneohe Koo1aupoko Oahu Hawaii ~roll•r - ---:M~j-;" -os~~~;-o~;;Git.J;Hr·-· --~~=----_-__ ]_ LOCATION ' ' ' Foeld Party - - -, • -- -

Tax Map Key: 4-5~34: 1, 6 & 12 Type or llorinv·-rt~tr'i~JI':,t :-::~~;; ---_-__~::-:--z·~- ;;=r -. . ~'2-,--'-r -It-

HAMMER: Elev. ----~ ::_: - ::--:::__ - - =_[)."!!Jm ---,--_-_ ~---Weight E£~ Drill Bit ·-- -- -------------

1rme _ -··

~-~' W L I tloi--- ----

0 :.:AJ-' _ ater eve_ ·HPliC.Eilj?---~--

rop - .

SAMPLER: .2_.,=t7IA~-=t>u:lt\IT:-Po rN 1 -- _ _ _ _

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_DESCRIPTION ~ .J: Q.

-. - . ~ .. f:C-E.'f'._;::: _:2.~_1" _-±. J, -_-_0 ':

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* i: ___ f:;I:.€.\J.A1LOI-1:_~">1t~~T~~-~ ~·~ -- ---:::__~M_-:-To ('0_:-. MA;f----1?'1-----. c,---_ -- :

- f.6lt.l~ f:~j;j•NE:eRJ~,JH_ ._ ---, _-::..VA:(f;_Q__::___:___2~:l~__?.. --------- -~----"-:

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PENETRATION DATA

;~ coiJTiiJ oL,l_5 _______ ====--~·-! Penetration Test

en":: .,., ~ 0: -N (Blows per foot) > 0 10 20 30 40

I -··-·---__ .-~--·-·-~

·-

~]J __ ·-

---·-~10716-.!i' --· - - --~-,

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WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU. HAWAII 96816 • PHONE 737-7931 ! ! '

Boring Log ; -.::rKoeJ~- . 1laJIS5S. NO.· ,·=-:-:4 -- ·Sheet No. of

PROJECT PARKWAY . -·w-;-tt.JM-~.V7?ol::.TIJO;----f -.,1--T" 7.,..;--_----Dr~ller· ··- -··· · · - ---·• ·Date ..:. f..P.>, .. "· ·•·· -' "'--

Field Perty-.:M E.~ ~"~-:-021'41 ~Q_:=f Ar>i.lJ.'!H I__ . LOCATION .Kaneohe, Koo1aupoko, Oahu, Hawaii -coiJl1i'JUoU'7 __ ----~"---- __ Type of Boring ·fe.Nf;j,_b!!IOIJ Diem. -- ~ ------·--

Ta~ ~ap.Key: 4-5-34: 1, 6 & 12 --J;">1 !! * ---- - -- ·- -HAMMER: i Elev. ---·-- · · - · - ---·- Datum -,...-------

' 1/LC}~-- Drill Bit Weight 1-=::t: -·-··- ----..,.,......--.......,..----,.----......---~--"-D ~0 11 .. - Water level :!i;;l. ~~~!!..~·\iL!.I(,~-f;=:,;-C1~--+-...;. .. =-=-· ..;;··:;...:• -+----il---4----

rop. ;,_t:?- -rvL- ·cui'J OJ - ____ · _· .----- Time_;;;.---::;.-~~~·-:-:··=----=-·;:;:~.¥:--=.,-i...----=---+------1---+----SAMPLER: _JA _f.> T-=::P.r•tf ____ · -- -------De~e2-~7,1.'3 ~~~~~-~----~~--~---

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DESCRIPTION g ..<: a.

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PENETRATION DATA

., :~ GONTIN otJ<; _. · 1 . j; Penetration Test

. "'": ' .,., 1i C: · N (Blows per foot) > 0 10 20 30 40

..~1_-0 1--~·-1---

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WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOlUlU, HAWAII 96816 • PHONE 737-7931

B . L ~~- r:a:n;J'---·-

onng og • ~ N:-=~s- -~~~ ~~ No. of

PROJECT PJIRKWAY ""'"-J<I--~UM A ~soc_.,l"' ~. •·• M 1>. "-· '>_.:•~ J3 __ §~ LOCATION Kaneohe, Koo1aupoko, Oahu, Hawaii Field Party ~f;-'1E;~,-0Sf\llt0-;-KAI<.u.-:-· -----_-· ~

. GO~JU.Illoli~ - -------.z.J' -Tax Map Key: 4-5-34: 1, 6 & 12 Type of Boring -tf.+-i(Ip.At•oiJ - Diam. --- - · ·· --· .. -

. ~~~~~~----

HAMMER: i r-aa~

Eiev. : ______ :::_ --···------~~~_::_:_l:)_aJum ---------~-----.. - .... -.. - .. -... Drill Bit -=--::..:.--""'· =--------"

· Weight · L:I___ , . •

rop - . -- Time ___ _ 0 ~Q" w··"-·:::±::n- r SAMPLER: ~~=tzTP.I'i\-=:13cd I'JTJ'OTN. D•,:-=-;;-;.~c1 -;· ·

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0 ~ . z

.. .::: , ~ -~w~o-ru.·-{ ~ C. E ·: •. "". .,;_ E . . .u . .. .. .... : .. -_,;~ .... .,

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PENETRATION DATA

~ ~ 0 .. IJ II> ...: ~· ~ u; B ~ ~ ~ · N (Blows per foot) c: ..

:~CoNTINUfLI5 ... --.. --.:1~.-! Penetration Test !

::> > 0 10 20 30 40

----

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WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU. HAWAII 96816. • PHONE 737-7931 I

i Boring Log i

I

PROJECT PARKWAY

LOCATION Kaneohe, Koo1aupoko, Oahu,_ Hawaii

Tax Map Key: 4-5,-34: 1, 6 & 12

fF.O&Ii-ll1- ___ ---G,~--=----~ NO. ·--- ---~ ----- ·Sheet No. of

- -=w:LuM-.c·ao,-l~v·-· ___ M_"_"" c.---,-a,--!1..-_- __ _ Droller P'-77 IJ•• ' Date -~""..:...":...;:..:..·....:7:.....~.....:...-..:....:..1 -=~~

Field Partr-::-ME-~~--:,--o~t-\IRO-;-K"AKU --:·-~-~--- · : .. . -C-<:INTI'-IUOUS .. . ------ - ,.,.,

Type of lloring.::ff:NeiP:.AJio!-1·-----Diam. ---· ~------

-==t:r-,--.:b.J.,._--"'t:-----Elev. -- · - 1-'L ··- - - --- ·Datum -------

HAMMER: ·J. Weight 14Q-41-- _o_rii-1-Bi_t_-;::r:::v-----;;---'-----r---~-----;~---'--D !!:J(j'' ·· Water Level~~':71i~fii:l~- I I '

rop --· Time::=-===- = SAMPLER: .?Z" t71AN'C15~::r::=po:n;;l-,: _______ ~~=-=-- Date --:?.:.S."..1.~~ -

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PENETRATION DATA

;~-c._ CJ!'I'fli'I\JrtJ-~. ---~=-====t-f Penetration Test

N (Blows per foot) 0 10 20 30 40

I-•-~--·-J

~ I I I I I I 1--~ 7..0/D ,r;,' ---·---·- - - I

-·-

,.6 i·:

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17

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·--

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]--

-

I -

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TABLE I~ - SUMMARY OF LABORATORY TEST RESULTS

BORING NO. SAMPLE NO. DEPTH BELOW SURFACE

IL A

0-~'·'2

'2. c.

\0',\\.S'

. -=~:R£.00\S~- -e~OINN ~

DESCRIPTION

GRAIN-SIZE ANALYSIS· (% Passing)

Sieve 1". 1/2"

' 114 1110 1120 1140 11100 11200

ATTERBERG LUIITS · · Air Dried or Natural

Liquid Limit Pl~stic Limit Plasticity Index

Dilatancy Toughness Dry Strength



EXPANSION AND CBR TESTS (Surcharge-51 P.S.F.) Molding Moisture, % Molding Dry Density, P.C.F. Swell upon saturation, % CBR at 0 .ln Penetration

MOISTURE-DENSITY RELATIONS OF SOILS (AASHO T-180-57 Method_) _ Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) Opt_:i.mum Moisture (%)

REMARKS:

Date ,.\3-1:? By Rf(.

- · e~o'-NN _ ~LAC.K. _ -~ CV."ff2i ?1\...~ _ o...A'fE.'{ S\ \..."f

NA\UI'<~\.. NA.iU~I!>.\.. e~ Ct>1 5~ Sl ~~ \~

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WALTER LUM ASSOCIATES, iNC., CIVIL, STRUCTURAl, SOILS ENGINEERS

!-

(It

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, _ _e

1-l..70

P~R.KWA-:::f-

TABLE Lf?_-:--- SUMMARY OF LABORATORY TEST RESULTS


DESCRIPTION

GRAIN-SIZE ANALYSIS (% Passing)

Sieve 1" 1/2" #4 no 1120 1140 lflOO 11200

• ATTERBERG LH1ITS ~- Air Dried or Natural

Liquid Limit ·Plastic Limit Plasticity Index

Dilatancy Toughness Dcy _Strength



EXPANSION AND CBR TESTS '(Surcharge-51 P. S. F.) Molding Moisture, % Molding Dry Density, P.C.F. Swell upon saturation, % CBR at 0.1" Penetration

s & ~~~~----A A c

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-wl':t:Mt R_00"IS __ o...bl=fe.." !,n,r -o...A.'!E.'f sn ... r · _

N~IUR~\, NI\TURAL }:::\t>..iU~/:)..\...

\01 1'2. 14-(o~ 44 ~1 ~CD 1.f, \1 -

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MBD\Utv\_ Sq &l·tT-Mt;t>. $1.\C,\-\i, MW.

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MOISTURE-DENSITY RELATIONS OF SOILS . (AASHO T-180-57 Method_._) Dry to Wet or Wet to Dry Max. Dcy Density (P.C.F.) Optimum Moisture (%)

REMARKS:

Date ~-l?r1~ By ~f.

WALTER LUM ASSOCIATES, INC., CIVIL STRUCTURAl, SOiLS ENGINEERS

-470

eAR 1< w A'::/ TABLE I c- - SUMMARY OF LABORATORY TEST RESULTS


DESCRIPTION


Sieve 1" 1/2" 114 1110 1120 1140 /1100 11200

ATTERBERG LIMITS Air Dried or Natural Liquid Limit Plastic Limit Plasticity Index




EXPANSION AND CBR TESTS (Surcharge-51 P.S.F.) Molding Moisture, % Molding Dry Density, P.C.F. Swell upon saturation, % CBR at 0.1" Penetration

~ o.~/= 'l'

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MOISTURE-DENSITY RELATIONS OF SOILS (AASHO T-180-57 Method_) Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) Optim~ Moisture (%)

REMARKS:

Date 3 ·I ~-1 '?]

WALTER LUM ASSOCIATES, INC., CiviL, STI!UcTliRAL, SOfLS ENGIN'EERS

'P~R.K W A':J

TABLE I~Q-~- SUMMARY OF LABORATORY TEST RESULTS


DESCRIPTION


Sieve 1" 1/2" 114 //10 1120 1140 /1100 11200

ATTERBERG LIHITS Air Dried or Natural Liquid Limit

\~ Plastic Limit Plasticity Index




EXPANSION AND CBR TESTS (Surcharge~51 P.S.F.)

.Molding Moisture, % Molding Dry Density, P.C.F. Swell upon saturation, % CBR at 0.1" Penetration

\0 \0 --~'~'~~ P. c..l6TIY\.) BlToP)

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MOISTURE-DENSITY RELATIONS OF SOILS

\ . "--

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(AASHO T-180-57 Method ___ ) Dry to Wet or Wet to Dry Max. ·Dry Density (P.C.F.) Optimum Moisture (%)

REMARKS:

Date 3-1?-1?


\.

-470

Pt;\R\<..WA'/

TABLE r~:- - SUMMARY OF LABORATORY TEST RESULTS


DESCRIPTION


Sieve .. 1" . 1/2"

114 1110 1120 1140 11100 11200

ATTERBERG LUHTS Air Dried or Natural Liquid Liiiiit Plastic Limit Plasticity Index

Dilatancy Toughness Dty Streng~h

UNIFIED-SOIL CLASSIFICATION


EXPANSION AND CBR TESTS (Surcharge-51 P.S.F.)

.Molding Moisture, % Molding Dry Density, P.C.F. Swell upon saturation, % CBR at 0.1" Penetration

MOISTURE-DENSITY RELATIONS OF SOILS (AASHO T-:180-57 Method_) Dry to Wet ot Wet to Dry Max. Dry Density (P.C.F.) Optimum Moisture (%)

REMARKS:

Date ~-\?-\'? ·

.\1 1\ I'L I'? . c s liDf) o CB\l'vi.) -..:...:t?~-

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M" M\.\ M\.1

WALTER LUM ASSOCIATES, INC., Cl\iiL, STRUCTURAL, SOILS ENGINEERS

·e

ce

r·~ .. '--.

1-470

P b.. R K W A."j_

TABLE If:. - SUMMARY OF LABORATORY TEST RESULTS


DESCRIPTION


Sieve 1" 1/2"

.. //4 1110 1120 //40 11100 11200

ATTERBERG LHUTS Air Dried or Natural Liquid Limit Plastic Limit Plasticity Index




EXPANSION AND CBR TESTS (Surcharge-51 P.S.F.) Molding Moisture, % Molding Dry Density, P.C.F. Swell upon saturation, % · CBR at 0.1" Penetration

MOISTURE--DENSITY RELATIONS OF SOILS (AASHO T-180-57 Method ___ ) Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) Optimum Moisture (%)

RE-MARKS:

Date q.\"2.-\~ By r~r.

1.'2. "L -2. - '2. 12.

c --~0~~-SV\RfAC:E;. \0 ·- \\' IS '-t ~I · McrrTCBtr MOTTI..Eo

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WALTER LUM ASSOCIATES, INC., CiVIL, STRUCTURAL, SOlis ENGINEERS

e·

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P A R 'f<. 'N l!o;j_

TABLE TG_ - SUMMARY OF LABORATORY TEST RESULTS

BORING NO. SAMPLE NO. DEPT¥ BELOW SURFACE

DESCRIPTION


Sieve 1" 1/2" //4 #10 #20 #40 11100 /1200

ATTERBERG LH1ITS Air Dried or Natural

· Liquid Limit Plastic Limit Plasticity Index




EXPANSION AND CBR TESTS (Surcharge-51 P. S. F.) Molding Moisture, % Molding Dry Density, P.C.F. Swell upon saturation, % CBR at 0.1" Penetration .

MOISTURE-DENSITY RELATIONS OF SOILS (AASHO T-180..;.;57 Method_) Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) Optimum Moisture (%)

'2..1 '2. e> '2." b b (BJTV\ .) ~

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M~ - - M\4 .. M~- Mr\

-: e I REMARKS:

Date 4 -\'2 ·1'; By

.1-4 70

p;,1·

WALTER LUM ASSOCIATES, INC. I CIVIL, STRUCTURAL. SOILS ENGINEERS

e

-

-p~RKWD,'/

TABLE I~--- SUMMARY OF LABORATORY TEST RESULTS


DESCRIPTION

GRAIN-SIZE ANALYSIS (% Passing) .

Sieve 1" 1/2'' 1!4 1110 1120 1140 11100 11200

ATTERBERG LIMITS .Air Dried or Natural Liquid Limit Plastic Limit Plasticity Index

Dilatancy · Toughness ·Dry Strength

.. UNIFIED SOIL CLASSIFICATION-


EXPANSION AND CBR TESTS (Surcharge-51 P.S.F.) Molding Moisture, % -Molding Dry Density, P.C.F. Swell upon saturation, % CBR at 0.1" Penetration

MOISTURE-DENSITY RELATIONS OF SOILS (AASHO T-180-57 Method_) Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) Optimum Moisture (%)

31 e

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M~ Ml.\ .

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t __ I REMARKS:

Date '\ -1'1-1'0 By

1-470

(')I.

WALTER LUM ASSOCIATES, INC., CIVIL, STRUCTURAL. SOILS ENGINEERS

e

•

.,e

~-'· 7n

/

-- \-'b. ~K W A'/

TABLE r·I ·-SUMMARY OF LABORATORY TEST RESULTS


DESCRIPTION


Sieve 1". 1/21

'

. 114 1110 1120 /140 11100 11200

ATTERBERG LIMITS Air Dried or Natural Liquid Limit Plastic Limit Plasticity Index


UNIF.IED.SOIL CLASSIFICATION



MOISTURE-DENSITY RELATIONS OF SOILS (AASHO T-180-57 Method_) Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) Optimum Moisture (%)

REMARKS:

Date q-\'1.·1~ By 01.

4"2. ~"Z. 4A 44 B 'E.. F

'1.9-4. IG 1- \V;.S,' ~VRrb.c.€. '2.0'-'2.\.S'

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WALTER LUM ASSOCIATES, INC., CIVIl, STRUCTURAL. SOILS ENGINEERS

~-

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EARK.WA'f

TABLE I__L ..... SUMMARY OF LABORATORY TEST RESULTS

BORING NO. SAMPLE NO. DEPTH BE:LOW SURFACE

~ 1:>..

o-s·~~

Cr!; \J.

-___ Rb'OOISC:- ... '?S',?CD·f,'

. DESCRIPTION


Sieve 1" 1/2" 114 1110 1120 li40 11100 11200

ATTERBERG LIHITS Air Dried or Natural Liquid Limit Plastic Limit Plasticity Index




EXPANSION AND CBR TESTS (Surcharge-51 P.S.F.) Molding Moisture, % Holding Dry Density, P.C.F. Swell upon saturation, % CBR at 0.1" Penetration

HOISTURE-DENSITY RELATIONS OF SOILS (AASHO T-180-57 Method_) Dry to Wet or Wet to Dry Max. Dry Density (P.C~F.) Optimum Moisture (%)

REMARKS:

Date '\ -1"-·1~ By f?>1".

e>RO\NN -- ... IV.OT'i\ • .'(;.0---,- ------ ''i,_\\,T:'{~O...----,:>.'{-~-&>"<A•{- . ---·-l"'liRe>as-o~- CI..A9E.Y S\\,;.J

(:,r<.t:>, 'f c. \.A."j

· N.t>.TU!eC\t\[(p

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M~D.-'rli~H

M\.\

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SJ 4"? 14

M~O\tAM Mt:-0.-$\.IC..HJ M~.o ... ~,~H

M~

----.----------


-

•

\-'ARK W A:::J.

TABLE I L - SUMMARY OF LABORATORY TEST RESULTS


DESCRIPTION


Sieve 1" 1/2" #4 no 1120 1140 11100 11200

ATTERBERG LnUTS Air Dried or Natural Liquid Limit Plastic Limit Plasticity Index


UNIFtED SOIL CLASSIFICATION


EXPANSION AND CBR TESTS (Surcharge-51 P. S. F.) Molding Moisture, % Molding Dry Density, P.G.F. Swell upon saturation, %

. CBR at 0.1" Penetration

MOISTURE-DENSITY RELATIONS OF SOILS (AASHO T-180-57 Method_) Dry to Wet or Wet 'to Dry Max. Dry Density (P.C.F.) Optimum Moisture (%)

]~ 14 ~ c.

\S · ... \0.~. s I ·(D.; I

MOi1L."E;.D MOTTLED ~'J-- _· e~owrJ ~ t?RO\N N - -- ~ t> \.A c..K SH .. \'f C\.A'f _ CL-A\f€8 0:.1\.:f

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C\..P..;-(t:.'{ ?\ \..l -

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Ml~ Ml-\ MI-l

(. I REMARKS:

Date . \'2-1~

1-L..70

By '0'1


tt:

e

(,e

1-470

PA~KWA'/

TABLE LM· ... - SUMMARY OF LABORATORY TEST RESULTS


f:>O fi)O e,~

f ~ s\ARr~~ "Z.o'-"2.1.&' 1..r:;'-4-'

.. fV'\Ol't \:.bt> MOii\..'F» .. --bROWN-·- .. -- ~OWN -~·fll.tl.K ·eRo\1'41'4 -- . - . -· --c,\.A'iE--'1 -?1\_;\ CLA.'/6-'f 'SIL-t C.\..A'f€'f t;\l.-1' .

DESCRIPTION


Sieve 1''

. 1/2" f/4 /110 1120 1140 11100 11200

ATTERBERG LIHITS Ai,r Dried or Natural Liquid Limit Plastic Limit Plasticity Index

Dilatancy Toughness Dry Strength ·

· UNIFIED SOIL CLASSIFICATION .



MOISTURE-DENSITY RELATIONS OF SOILS (AASHO T-180-57 Method_) . Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) Optimum Moisture (%)

REMARKS:

Date ct~ 1'2~1o By Prr.

W~N'\f", ~OtK wfn>t>,c£b OF ... WtfAA.@ of__-------Sl>.HD f:t ~. SAI"\0 f; DE..CDN\P.

\00 ~1.2>

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NATURAL CtJ1 4'? '2.4-

R.ocx. RoU<.. .

N~TUR.O.L.. ;~

4lP 1

Nb\U ~0.\.. S:>~

~i ~

M~t71 UM QUI c.l<- M~O. -GU 1(.)(

· SL.I~T· MW. NDNl::,S\..\h\-\f S\..\0\-\\ \,\ \(:,\~ _ S\...,&1-\:T-M€0. ~\..\(:)\-\\

IV\\..\

3. \{D

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M~ ~\.\

WALTER LUM ASSOCIATES, INC. I <;IVIL, STRUCTURAL, SOI.LS ENGINEERS

e

-

:~---

1-470

--· -----r'ARKWA'/

rABLE 1~ _ - SUMMARY OF LABORATORY TEST RESULTS

BORING NO. SAMPLE !iJO. DEPTH BELOW SURFACE

f;~ ~s 'll A c. ~

o.Cb'-'2.' !?'-CD' S'-Co.9 - REDPI~\-1-

. .:~ ~-e,~ N R ~D\ S ~ ;:·_:~- _ -~~: ___ - _:_ -·=t.T Gw:r:_-~::__ _.-·:· -·

DESCRIPTION


Sieve 1" 1/2" /14 /110 1120 /140 11100. 11200

ATTERBERG L HUTS Air Dried or Natur~l Liquid Limit Plastic Limit · Plasticity Index

Dilatancy .Toughness Dry Strength



EXPANSION AND CBR TESTS (Surcharge-51 P.S.F.) Molding Moisture, % Molding Dry Density, P.C.F. Swell upon saturation, % . CBR at 0.1" Penetration

MOISTURE-DENSITY RELATIONS OF SOILS .(AASHO T-180-57 Method_) Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) Optimum Moisture (%)

REMARKS:

Date q_\"1..-1~ By t?Yf.

C.l.A'fE-'1 $1\..T . e>ROWf'\ .. . . _- ·.bROWN -~~-'f:l!i~ Cf--- C.LA'-J~'j C:.l\....1 -·- --- ----clA'/F.-'f-$1\-T---RoO\S

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..

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M.\.\ MU

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WALTER LUM ASSOCIATES, INC., CIVIL, STRUCTURAL, SOI_LS ENGINEERS

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90

80

70

60

PLASTICITY CHART PROJECT:~ f'txRKV'J{:>.:;f _·. ·. ---~- H ---~-~----

LOCATIO. N '-- ""kAN~ s ---"KOOL:A\JPOKO. OAI..\U . HAWA"I" . - ... t;;.OI-\ I ·. . . . . I ' I .

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0 10 20 30 40 50 60 .·. 70 80 90 100 110 120 130

LIQUID LIMIT -·

DATE 3-\t;-1?; BY l?r. WALTER LUM ASSOCIATES, INC., CIVIL, STRUCTURAL, SOILS ENGINEERS

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---·----- ... --- -· - ··-·. -----. -· ··- . ···-

LOCATION• ... : K.b.N'EOI=-\E:-;~XOOU:iiUPOkO,- OA.\-H); I-lAWAII __ : ___

90 4'2. E-.

80 l/

v 11/1.' LINE y 70

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0 -v ..

0 10 20 30 . 40 50 60 70 80 90 100 110 120 130

LIQUID LIMIT

'.

q~\'l·\~ WALTER LUM ASSOCIATES, INC.,

DATE BY 0\, CIVIL, STRUCTURAL, SOILS ENGINEERS '-- .·~: -:: .

I

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PLASTICITY · CHART PROJECT ,---:--:~~+PARK WAY

LOCATION a . -:~t.:N~014E,;-,-:-:-Rooc~uPo~o;~_-oA~u_; -H~""'.e"' 1 ...

90

80

70

60

50

40

30

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LIQUID LIMIT

DATE 9-\'7.-\o BY '?1 ~'" '"':: -

//

WALTER LUM ASSOCIATES, INC. I CIVIL, STiiUCTi.Ji!AL,. SOILS- ENGINEERS

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1-470

130

120

110

-1.1,;

d a.: 100 ·->-1-en· z w ·.so c·

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70

MOISTURE-DENSITY CURVE (AASHO T-180-57, METHODA) PROJECT a=- _d ___ ,_PARKW~'{ c·-----:-:·-~=::~-~~:~_-:.:~-- : . -----A-GGREGATE: 1/4" Ml NUS

'lOCATION a___ :KAN'SO\..\~ 1<.-00\,b.UPo~ Ot.\.o\U '-\P,\NAIIMOLD SIZE: 4''<f')( 45S4''HI61i > • >• : • ' • m • -· • I • •· HAMMER: 10 L...£2 IS·· QROP

SAMPLE No.~-7'2.'1--~u~rAc.e - -- ... . -- - - --. ··· ----- -- . ---- · · · -- -- --- ------------ --- -- LAYERS. _5::;...._,..---.SAMPLE DESCRIPTION_:~_nf>'RQ'-"'N ~L~'i'i:'l S\\;.1 ·- ----- BLOWS: -'2.5/ LAYEK

- -

.. -

.. -.

'

,, ., ·.~ ~ zt: RO P i lR V£ tDf, L Ll ltV£ . ,.

IMA)(I I.IJUM IDJ<Y Dl cNSJ-rY 1- B<t.l PCF 8J7 C.l r-lt oRA' lTV- z..q~

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0 '\

v \ -· -- ~

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'

so-0 10

-·-

20 30

0

40 50 so WATER CONTENT

DATE ~ -'2..?....~1'3. BY j.$

( o/o) WALTER LUM ASSOCIATES, INC., CIVIL. STRUCTURAL. SOILS ENGINEERS

e,

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'-470

130

120

110

-1.1.: 0 a.: 100 ->-1-

•0) z La) 90 a >-a: a

80

70

60

MOISTURE-DENSITY CURVE (AASHO T~IS0-57, METHODLi) PROJECTs -. -- :.'Pf>..RK.Wb\'9 ·. - ·----------·------- --·----

: AGGREGATE: 1/4'' MINU~ LOCATION~-:=..:. :KA-t'\ €:;0~~-.. ::..: KOOLO..U f'Oko, ·oA.~U. \-\AWAI\ MOLD sizE = 4''<1> x 4584" tHGH

SAMPLE N0::----'44 ~\A ~~t.E .- ~, . - -.- ~--~:.::-.-::=--~-=-~--~:~~;::= !~US. I 5" Otef'

SAMPLE OESCRIPTION=.~~-BROV-~N C.LA'/E-'{ . ?tL-\ ·w[Rools -BLOWS: Z.!:J/ LAYER

- - .

·.

··~ :;rz£Rc . . , - ..

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MA'XII"' IM Dl< ""OCN.c 11Y- 8 .1 pCJ. 5PE(

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/ ~ / ~ '\

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VVATE.R CONTENT (O/o)

/

..

.. ·' -

..

AIR \/C 106 Cl JRVE.

I Fl C C: f?AVm .3.04 :

•· .. .-

·~

50 60

WALTER LUM ASSOCIATES, INC., c·IVIL. STRUCTURAL. SOILS ENGINEERS

DATE fz -10-13 BY j5

.. :~. .(.':

'-

~ '--'-

---10-4?0

In a..

0 <( 0 ...J

CBR TEST

PROJECT~~-~----;·rot:..~K.Wb\'j_- ~:-

LOCATION,---=-~~-'~-~ ;KAN €.0 UE.~- _KO 0 L-A \).e.Q\<:: 0 ~~~-OA~ v . _:::_\4-~'NA \\ ,-----~~==SAMPLE NO~--- l1112. ~URFO.t.-E. SAMPLE DESCRIPTION:C:~eRov-lN --cx:A'/6'{ ~'\...-1 __

5rf'

450

4-00

A,-,. -~

/ ~ - -

/ / 1.W

/ ~~R @ 0.1 •• PE.~

~ v / I"57J --- - v

) RATIO tJ :-I'Z.~ C~R ~ 0.1' , ~tJE. 100 v 50 /

v 0 0.1 0.2 03

PENETRATION (INCHES)

TEST RESULTS'

MOLDING MOISTURE, %. %.1-MOLDING DRY DENSITY, P.C.F. tJ~.f) CBR@ 0.1" PENETRATION I'L.'l

OA~G ?OAKED 4

DATE _- ~-1.4-13 -BY TK

_ _ DATE 0 · 'l.l· 1 !:> BY ~--,--!.N~I ----'---

'

~

/

~::--TRATI 'u.;'l':f2

10~ 1"2. 'l

0.4

VI

/_ t5=10.5

0.5

CBR PENETRATION DATA

PENETRATION LOAD LOAD I (INCHES) (LBSJ (PSI) I

0. 025 llD '

~ 0.05 0 IM f&D 0.0 7-5 '2.10 eto 0.100 'J-10 lt!J o.t 2 a 4W 155 o·.l5 o 550 ltC>~ 0.1 7& (pUJ 1.10 0.200 &t:fO /'LW 0.25 0 - fl;;OO 'L&1 0.300 00_0 fl.lll o.sa o Cl50 ~,, 0.400 10?0 ?J4~ '0.45 0 1100 ~(o1 0.5 00 \150 ~f>31

AGGREGATE' Y4'' M.IPJUS

-HAMMER WEIGHT I 0 leS HAMMER DROP tf,'' No. OF BLOWS 5(,/ lA'iE.,R No. OF LAYERS 5

____:~---,-

WALTER LUM ASSOCIATES, INC., CIVIl, STRUCTURAL, SOILS ENGINEERS

(-

•

..___e

10-4,0

CBR TEST

PROJECT; .. ____ :f'p.,RRWA:i

LOCATION: __ · ~'Kb.::N€.0\.\6-, KooL..~l.APOKO, ·o~~u. \.u:~o.""A.tl

SAMPLE NO= '~fl. -~\.A~Ct.~ .. -~--SAMPLE DESCRIPTIONC __ eRowN·- St-.ND':r-sn .. -T

ii) CL

0 <.t 0 ..J

GOO

4-!:X:

4tO

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nc:J ........

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150

100

~

/f I

v '"/ _j

..

/

v /

h v ~R fiJJ' b_~· PB

v ..

I v ~R-~ D.l'' A ME-TR TIOU=

.

I

AD'JU5T£D ~- ,I!' ' · PENETRATION (INCHES) t.OOF<.DI JJ ..... TE;;)

TEST RESULTS•

MOLDING MOISTURE, %. '3] .1 MOLDING DRY DENSITY, P.C.F. ~5.5 CBR @ 0.1

11

PENETRATION I~ .5 DA'/5 .WAKE-D 4

DATE

DATE

0-'2.4-1~ BY ML

V-'l..l-1~ BY _ __.f.J,._._I ---

/

!JE:rR.A1

~~;.l'J

/ v

OM~'l£1 ~5"11k

p' ~.5

I

I

I 5


PEN~TRATION

(INCHES)

0.025 --0.05 0 --0.0 7 5 --·-0.100 --0.1 2 5 --- .

0_.150 --0.1 7 5 --0.200 --0.25 0 --0.300 --O.S5 0 --0.400 --'0. 4 5 0 --0 .. 5 00 ' ..

AGGREGATE Va'' Mru HAMMER WEIGHT JD.Leb HAMMER DROP ,e .. · No. OF BLOWS 5&JLA'f£,R No. OF LAYERS ____fJ_

WALTER LUM ASSOCIATES, INC., CIVIL. STRUCTURAL, SOILS ENGINEERS

•

(-

ce

10-470

CBR TEST

PROJECT=----: -p~f<.KWA"f

J > . . ' ;::·.·.

LOCATION=---=~-=~ --kl>.N~C5~E._, ____ K00l.AUPOK.~, OAI-\U, 1-\.0.WAI\ --- -~:~-= ~-:--~~ :_ -J SAMPLE NO: _ -~: 44---SIXRV:f;l.t.e;. --: __ ---~----:- ~ :·· --- ------ -- ----- -----_ ~--

SAMPLE DESCRIPTION~m t?RO'MN CL.A'/F'f S\\...1' w{RoOTS

sec

4g)

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4CC /~

/

in a.

c < 0 ..J

9PJ

":;/)0

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50

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I ftBI - ~ o. I" PEJJ E..TRAT oJJ~'

--

I

-e. 0 SlJ~il ~D AP:--- --COORDt~AT~~

-e:+ I O,l &.a 10 .'l 0.3 PFNFTRli.TION (INC.~F~\

TEST RESULTS•

MOLDING MOISTURE, 0/o. 'Q1 ,G,

MOLDING DRY DENSITY, P.C.F. i?5. I CBR@ 0.1" PENETRATION \&.G. DA'/'$ ~AKE..D -4

DATE

DATE

~-2.4-l-3 BY TK - /

V2-Z.l·]~ BY Nl

RAiiDll bc?'l/is:

~-"lio~ llD.(o

0.4

~ v

'2.CLl

0 5

I

-,


PENE:TRATION LOAD

(INCHES) (PSI)

0. 025

0.05 0

o.o 7 a

0.10 0

0.1 2 a

0.1 a o 0.1 7 a

0.200

0.25 0

0·300

0/56 0

0.400

'0.45 0

0.5 00

AGGREGATE Y4'' MIIJUS HAMMER WEIGHT 10 IJ;~ HAMMER DROP If>" No. OF BLOWS !)(p/1,-A 'I ER No. OF LAYERS 0

WALTER LUM ASSOCIATES, INC., CIVIL. STRUOURAL, SOILS ENGINEERS

e

•

(. 10-4?0

CBR TEST '

PROJECT=.--==--- -1 FA_r<.KV.J~j

' ' LOCATJONi _________ :RANe.o\J.E, -'<OO\..£).\JPO-K0

1 -·oll..~oiU. \-1-~W~I' __ -~~--~--

SAMPLE NOf __ j '0-u----~u ~f~ce.:·--- -- - ----SAMPLE DESCRIPTION: l2~~Y'J~ :· C\..A"'~'/- €-n ... i- ~{OECOW\f'. ~oc.K ~:---~~=~-~-:-·:=-----

!

~OD

-f-.50 CBR PENETRATION DATA

PENETRATION LOAD

(INCHES) (PSI)

400 o_.ozs 0.05 0

$!/) o.o 15

0.10 0

300 0.1 2 5

0.150

.!··-.

1~250 __...... -----~

~

0.1 7 8-

0.200

0 ct 0 ...J 2.00

150

100

50

....... y

V" ~~ ~o-= ''PElJ

/ v

lLf~.K @I O,J ''PEt.. ETRA· TION~

/' ·-

/ v

0 0.1 0.2 0.3

PENETRATION (INCHES)

TEST RESULTS•

MOLDING MOISTURE, %. 35,5 MOLDING DRY DENSITY, P.C.F. 81. I CBR@ 0.1

11

PENETRATION e;.o

DATE

DATE

B- 2..5-73 BY M L

B - 2 4-13 BY -----=J::...:S:..__ __

~-

- -

- -1?7

I 'KATI Dt.J; -~ ' ": 10.5

..

e.~o: ~ .o

0.4 0.5

0.25 0

0.300

o.sa o

0.400

tl.450

0.5 00

-AGGREGATE '/4" MINY$ HAMMER WEIGHT I Q Ll$$.

HAMMER DROP I B '' No. OF BLOWS 5& MY£R No. OF LAYERS 5 ___,.......__

WALTER LUM ASSOCIATES, INC., CIVIL. STRUCTURAL, SOlis ENGINEERS

( lL6l 1 Ll 3Nn r)

·o·d 3HQ3NV>l

~JOH::I

.~ S8N I CJ08 ~0 S80l

03l:J3l3S

-I

(. J t..:.

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:r (:) U) z 4. '.£.

(.

(-

WALTER LUM ASSOCIATES, INC. I 303p WAIAlAE AVENUE • HONOlULU, HAWAII 96816 • PHONE 737-7931

Boring Log --- -·4-- -·· ----BORING NO •. - - - -- · Sh~et No. of

PROJECT KANEOHE P.D. Drille~-W-.LUM ASSO'--.IN~.Dare _t._r":z.S.~'2.G>,I'I1~

LOCATION Kaneohe, Koo1aupoko, Oahu, Hawaii Field Party MJ::.-(E;.~. MAE:.?HIRO, I'SUI(..A'Z.AKI

Tax Map Key: 4-5-34: 1, 6, 12 Type of Borin~ AUC:!~~@~~ritlt .. ~iam. '?" -"2b8'-4 * - -

HAMMER: Elev. - - Datum --:--:-::-----

w · h 14-0 ~ ~:ril~l :a;r~-~---~1;;· C.;::. P=F.~A.=-=G=· =-...,-r-·-··_-_----_· ..--~=-~-----

erg t - - -. ..,_0" Ao1 I I I -- . Drop _;; Water Level.~l:!ojiG.~~ -

Time. -:'2" S • "2" o.o. 1HII-..\ WAl-L. -rue.E:; SAMPLER: 2'~:..S":> ·'2." STANt?ARO O:.Pl-lJ Sf"OO~ Date 4'' 'Z E> · 1'Z.

c: ~ 5 , ;

.! -;;; ~== 5Jlu

~ DESCRIPTION £

a.

E:"U::..il:-:·;,. __ '2bB' ±. ~ 1 o ~

~ .. Q. ~ "'

__..z"s

__ M~r:ziUM...::...To_:_~nF:E ---- ---1 ...

.. (Ml-1)1 ~~- _ E>B.O~'·ll-l;_c.l...A."'(e_'i'_S.IL."I .. =. _ 1 -

-·· ?:

I'Z"SS

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-- . - - ··~:; "I;' b. . -· ----~ _M_ o.:r.:n: V'_. _ RK __ f:,f\ __ : (MR) ~- C:-cA":(e..:t-=.-:..n:;._:r--w/- ::-_ ____ I?E:-GC>Mf':O<SE::-1:7 __ ~PC.K ,

.1\M\-1) ......::::Me.ti.iuf'4 ·F-~o:ucel?' ~r:>~wN ·

~--~~c.u..ye·c '5\~t,;T. wt .. ··· · --- · . __ I? eGO M f' 0$E;P_ f'-Oc-1" ' . -:oANI7- .'2..0

"5'5

·.SNI?' Of BOR.INGt (!!, 'Z.J.S.'

* t::.LEv..-...T.IOtJ ESTIM""T-e;p -F~ M=~~OPOGAA'pl-\ I C. ~t.i).ri\1' · -g,y ·- 'f"h.RV- EIJG~- , _r~. P""Tli:D 3:.2-4-_11- _:__ -

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100

c 8 !~ 3::

40

Q. E 0

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1 I 'l.,Oio

PENETRATION DATA

Standard ''Z"O.I?. iHlloJ 1..: 1. Penetration Test -WA\..1- TUF.I~ ~vi -:.t..Mr~.~" lii "'" N (Blows per foot) 1 > o 10 20 30 ~o- P.l\..OW<;/D· S

"'Z-1- s.' 'Z./- :,'

-4-:e:;·J:.:.-;:=1_4'1··.1-==: -- I I

4 ·C. .I : -:-.. :=1 = c; I J -~~:.:.--:t:::::::_J ::::=::::::: t=fi

4:171 :::::..:::::.:u.-.r::. --- -~--~ ··-= --~-·-.:::···b.

+ei--:-.~~~L?bl ~=:=r~_:-- - _ I I L

; .• ~ ~ :I \P

\l)

:! 0 \})

1 -<i ':/..

~

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' WALTER LUM ASSOCIATES, INC. I 3030 WAIAlAE AVENUE • HONOlUlU, HAWAII 96816 • PHONE 737-7931

Boring Log' BORING NO.·:··· ·5 .. _ Sheet No. of

PROJECT KANEOHE P. D. 0 •11 . W. L-UM A?~DC.,I 1-lC... 0 0 A..PR ~ 'Z.4- I '11 'Z. fi~ ~ •

LOCATION Kaneohe, Koo1aupoko, Oahu, Hawaii Fioeld Partv_Mf;""(f::."-,MA'f::.?HIP-0~-.;e.iO . ... AUC::!E':" (MOBIL..t:: ' ?''

:Tax Map Key: 4-5-34: 1 .• 6, 12 Type or !loring 0 f'LMII-.WTeKAHbiam. __ __.::: ____ _ · · 1ol' ±...._ 0 -

HAMMER: Elev. 0 Datum ---,------

w • h {A 0~ DrHI Bit ·:· T. C... t7fV.-~

e1g t -~ · _....;...._...;..._"""='"'--;---;---.,.----,.---:----

rop .;;.; --:z~· us .. ". Z..'.' o. D. TI-H"-1. WAt,t, -ru~e. Time -

D :0-::..:.0" Water LeveL 4-.0' I I I I

SAMPLER: :"Z.. ~:'S~;;. "Z..." ?I .b..l ... lt7ARP' "5 PL.... IT SPOON Dote ·!'4-·'2-4·1'2..

c .!! ~ -a ;

.! .• !!:: =: c 0-::lcnU

OMH.

..•. Ml-1':

~ DESCR_IPTION .1: a.

'E:La\1.- =0..: '20] '±. ~~-o ~

.... OM~i?IU M ;0_2>R,O~&I'l::::-::._:.:.::::::.~-~ ---· C.L,-A"i'E:i' .. '?I L-.i 0 _ -~

- --·-

' 0'

;

--

~ .. 'ii E ~

OME:.t71 u M.,Morn .. e.t7J"~RO~N:-1 10 0 ~ : _ c..L.:t.. -r e;. "'( .5• ~.,:r_~L?.A.14P ____::.._: ----o -

·-- ( PE;C..OM f"O.S€;-IZ._f'OC.K) 000 __ ::-. • 0 """I'Z."SS

-

t:, ~ ~-~ 11/

2'5;1~ -

c. 0 'E

E :;; 0 z c 0 ~..a.: u .. .. .. ..: u ...:·u.: .1: -

'ii '=c..i CD " ~

g~ .,..,

!~ ou CD~· E ~ ... ~..: ~ ... Cl>. .. .. "' ~ 0 ;::) >

S::'.A.IIO~.:.~t~-~~o~~~~~ol·::..._ __ . L. .. o'lo.. .

-::-0 r.c:; 4..&-:-. =--.. · __ _

PENETRATION DATA

Standard 1°.2 '' 0.· D. T HI i-4 , Penetratoion Test :WAL-l- _'"[U P.>E:

:?AMpL..E:" N (Blows per foot) , 0 10 2_0 30 40:2>LOJ,oo..ISjO.S,

.• ::-:-+;.s' c;(':/~~--

;:F.:> 1· ~ I CoS =· b

S~c.-:-· -- c..1 .. r..:;:-L --:.::.::t ·:,--

~.~.~~}1 !f~l~:~--

E>·P G-5>

b

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_)V'IOTTL:.et'~-~.AA"'(_:__:~_:-:_0: 00

_ 000 ••

1

.. _ .. MH.·J ___ __.YL-A.,.-f;.'f 5JL..1 .. ~/ SA!oJ~- - .'2-o-

(pt;c,0Mf'O$f.t7'ROvK) . 0 -, -

_j'Z'SS I

•• o. f;.ND Of- .I?OF-.It-.l~ e '21-E>

k:rr I .'lj

M·H - I GoO I - I .. -- -t,;J .. ; S>'L :0: .. --ttJ

* ~L'E-VA'r:lotJ ~~TitiiA;Tl:;:D .Fr<.ot-1 )O'P06R.A:PH IC- MAP .I!>'/ 'P~R.K... E.ol'lGR- I INc.. __ DAIE.O 3- :2.<1-7'2 ...

- f'L. ... 42 °

...

(-

ce --· /

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l&"±. TRANS I TID t-1 LA. yf: R.

l FAIRJ.'f . WE:\..L. -bR..AOE:t> _ GR.ANl)L. .. AR. M~TE..RIAI-

. :(p" TD DU~T SlZ.E:S.)

-----------'----- - t;A.R.TJ--\ fil-L- Ml>.'i BE: [JS~t> _IN VoiDS BtTW~E:t-t eoLJI.D~tz.S

( 3':t. P.:.olJL'Df:R..~ MA'lLIMUM)

{ . .COMf'AC..T~D

J::~_e,_, __ L<fS'L ______ . _

( ':>lorE- "'fo I DRAit-1 I 4':t

~=:.-4.....__~~.,__ ~.;

~CHEMAitC, ~EC(IOt-J .. ~ 0 T ID Sc.. A.\....- E;..

ftGURe l

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Lllv11TAT I OI~S

In general, soi I formations are commonly erratic and rarely uniform or regular. The boring Jogs indicate the approximate subsurface soi I conditions encountered only at the dri II holes where the borings were made at the times designated on the logs and may not represent conditions between borings, at other locations, or at other dates. Soil conditions and water level.s may change with the weather, passage of time and construction methods or improvements at the site.

During construction, should subsurface conditions much different from those in the borings be observed, encountered, or otherwise indicated, we should be advised immediately to review or reconsider our recommendations in I ight of the new developments.

If there is a substantial lapse of time between the submission of this report and the start of work at the site, or if conditions have changed due to natural causes, plan changes, or construction operations at or adjacent to the site, it is recommended that this report be reviewed to determine the appl icabi I ity of the recommendations considering the time lapse, changed conditions, and changes in the practice of soil engineering.

Our professional services were performed, findings obtained and recommendations prepared in accordance with generally accepted engineering practices. This is in I ieu of at I other warranties expressed or impl led.

Contract documents and specifications often prescribe supervision by the soil engineer. It should be understood by at I parties that the soil engineer's actual scope of work is very I imited. We as the sol I engineer do not assume the day to day physical direction of the works, nor minute examination of the elements, nor do we assume the responsibility for the safety of the contractor's workmen. Supervision, inspection, control, etc., by the sol I engineer generally mean taking of soi I tests and making visual obserVations, someti,.es on only an intermittent basis relating to earthwork or foundations for the project. The sol I engineer does not guarantee the contractors' performance, but rather looks for genera I. conformance to the intent of the plans and soil report. Any discrepancy noted by the sol I engineer reg~rding earthwork or foundations wi I I be referred to the project engineer or architect or contractor for action.

Although the soi I report may comment or discuss construction techniques or procedures for the design engineer's guidance, the report should not be interpreted to prescribe or dictate construct! on procedures or to rei ieve the contractor in anyway of his responsibi I ity for the construction.

Walter Lum Associates, Inc. wil I not be responsible for any earthwork or conditions resulting from work done under the control of others or another sol I engineer.

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