:. walter lum a~sociates, . i inc. i · 2018-03-06 · grading progress and to take density tests....

...... -·. h .,-'* ~-

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ll·.·~ ~- _>, . . ,/ .,

I ... :.

WALTER LUM . I

WALTER LUM A~SOCIATES, INC. I EDWARD WATANABE .'/ . EZRA KOIKE ·:~ / WALLACE WAKAHIRO CIVIL, STRUCTURAL, SOILS ENGINEERS

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

September 15, 1981

fOR REffR[{iCE not to be taken from this room

WU.Sil~ OWJOTO & ASSOCIATES WILSON, OKAMOTO & ASSOCIATES, INC. Suite 800, 1150 South King Street Honolulu, Hawaii 96814

Gentlemen:

Subject: Grading Memorandum Nanakul I Residence Lots -4th & 5th Series 2nd Increment, Phase I I Nanakul I, Oahu, Hawaii Tax Map Key: 9-8~07: 1 & ~-

The above project was generally constructed with on-site soils. The till was placed and compacted in thin layers. A soil technician from our office was present at the .site on an lnterml~tent basis to observe grading progress and to take density tests. Whenever tl I I operations were on a continuous basts, a soil technician usually visited the site dally.

Grading Plan dated May 17, 1979 by Wilson, Okamoto & Associates, Inc. was used as a guide tor soi I testing purposes.

In our opinion, the density test results at the time and at the locations taken were In general conformance with the density requirements of the Revised Ordinances of Honolulu, 1969 As Amended. Because the passage of time may result In changes In soil conditions, we suggest the following precautions be observed:

I •

2.

From visual observations and laboratory testing, moderately to highly expansive sol Is wl II generally be encountered within the lots in the subdivision.

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 anEnglneer.,

\

WILSON, OKAMOTO & ASSOCIATES, INC. September 15, 1981

3. Lot regrading by cutting, fl II ing or altering the drainage pattern may cause ground Instability In some situations. For th 1 s reason, I ot regrad 1 ng shou I d be avo! ded or made under the guldance of a Sot Is Engineer.

Our work on this project does not Include the following:

Finish grading of lots not observed or tested by our office, construction of swimming pools, retaining walls, backfilling of uti I ity trenches and other work usually done under the observat 1 on of the City's inspector or others.

We have employed accepted engineering and testing procedures and our professional opinions and conclusions are made In accordance with generally accepted soil and foundation engineering principles and pract 1 ces. However, we do not undertake to guarantee the construct! on nor do we rei ieve the contractor of his primary responsibl I ity to produce a completed project conforming to the project plans and specifications.

Respectfully submitted,

WALTER LUM ASSOCIAT~S, INC.

By /U'add~ /?L--)~j Wallace Wakahlro

WW:vl cc: Dept. of Hawaiian Home Lands

1'a&•awt1'1'AL roaw

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

WALTER LUM

I EDWARD WATANABE EZRA KOIKE

WALLACE WAICAHIRO JOJO WAIALAE AVI!., HONOLULU, HAWAII 96816 • TEL. 737·79l1

TO: WILSON, O~Q_TO & ~SOCIA 'rES, INC. DATE: January 8, 19 81

1150 South l<ing St:reet, Suite 800

Honolulu, Hawaii 96814

Gentlemen:

Re: NANAKULI RESIDENCE LOTS - 4TH & 5TH SERIES

INCREMENT 2, PHASE II

LABORATORY TEST REPORT

We Arc Sending You Herewith [!}

___ Prints ___ Location Plan __ Field Density Test Results ___ Boring Logs

X Laboratory Test Results ___ Soil Report

No. of Copies Sets 2 Sheets __ _

General Remarks:

Approval by the City' and Cotmty of Honolulu, Dept. of Public Works, required should Samples 1 and 2 be used for ''select borrow" in roadways.

cc: Department of Hawaiian Home Lands Attn: Mt~ Stanley Wong

'Ralph S • .Inouye Co.; Ltd.

Under Separa_te Cover 0

~--Review and comment ___ Approval ___ Signature _X~_ Your use and files

Yours tNly,

WALTER LUM ASSOCIATES, INC.

"-!A tJ A. I'. U .L I . R E: S I 1::> EJ-tC..E. LOI"7 ~·· ..

4·1? +. &'+£i 5E!ZiE<;, INC~EtA~t-\1 ~HASE .·1L

TABLE I - SUMMARY OF LABORATORY .TEST RESULTS -

eo~o ... :Loc.-A-r.to~ 0~-$\iE 0\L ':I.IJE-SAMPLE NO. :tt. [ ' ff- "2. DEPTH BELOW SURFACE - ~

~1'0~1\l "TA\-.1 ~~ow~ SIL.l'f SA\olD '=' IL.i"f SAND

DESCRIPTION ~ C:.F-A.ve~. vJ/ c--RAVcl-

wjc...oetsLEc; t c...o e>e><.£S GRAIN -SIZE ANALYSIS

C% Passing) Sieve

1-1/2'' ~~ - 41 I II ...,~ 719 1/2

11 ~g %'2.

of.A4 58 J(p t.IIO f20 7t rJit20 41 &G '11*40 ~.; ~1 'i~IOO '2.C# il =i.tr200 zo

ATTERBERG LIMITS -

Air Dried or Natural 1-l~l'J ~AL,., iJ f>.J LJ !SA!..-Liquid Limit SJ '8& Plastic Limit '2.~ ~z Plasticity Index s 4 Natural Water Content, 0/ 0

Dilatancy g{:f:~O ~API D Toughness WGt=~ · W6P.!S. Dry Strength ·LoW L..-OW

-

UNIFIED SOIL CLASSIFICATION G\-1'\ SM

APPARENT SPECIFIC GRAVITY t-.'l't '2. <i'C(

CBR TEST

(Surcharge- 51 P.S.F.) Molding Moisture, 0/o 1'3 '21 Molding Dry Density, P.C.F. \OG:o 108 Swell upon saturation, 0/o .. o.~ 0,[

CBR at 0.1" Penetration 15·0 ~s.o

MOISTURE- DENSITY RELATIONS OF SOILS (ASTM D-1557 -70, Method ) 0 t?

Dry to Wet or Wet to Dry b~:z:: -ro .We.J 017-"f ""'WP'J Max. Dry Density (P.C.F.) Iff 104 Optimum MOisture (%) 17 ·tz'l

REMARKS• ~Sl.'i I a'Z..- WALTER LUM ASSOCIATES, INC. Ot.l$11 e 5Jo.Mf''LIS'7 KE: C-D t-1\ \VI € ~ t?

APf'~oVA\.... ro rc:. '7 E;; \-{;; c:...1 r\l..-V IH ~tA1"'ti!-ISSf STRUCTURAL & SOIL ENGINEERS .. :.... ~ - S L-0 f'.e S .. /J.. N c '1

SE:.t-6C...,"T 5oe~ow'' fo~·.tc.o.A-t:ii'IA'ft; •

Date 1~ J- ~J By ""-'"-'· ---·

8-872

PLASTICITY CHART PROJECT=

LOCATION I

NAt-lt>.KU~ I · ~e?l P5Nc.-.e: L-01"7

0 0 10

4•~ a 5-+_!\ St:;l~\e.<?, 11-\C::.~eME:..I•-\T 'l, FI+/>.SIE:. II.. N~NflrKUl.\) OA\-1-U_, HAWAII

.. ,1.' LINE - 'v v

L v

v .....

CH ./

/ v

/ v

CL

L v

/r v MH 8 OH li I

v • CL- ML / ·~'. ML v

20 30 40 50 60 70 80 90 100 110 120 130

LIQUID LIMIT

DATE 1-1-8\ BY __ ----~~.~~·-·--------WALTER LUM ASSOCIATES, INC., CIVIL, STRUCTURAL. SOILS ENGINEERS

e

3-775

l

MOISTURE- DENSITY CURVE (ASTM D-1557-Jo, METHOD£)

-lL 0 ~ ->-f-en z. LIJ 0

>-a: 0

130

120

110

IO.!J, 2.

/OJ..

100

5-

90

80

TO

60

PROJECT • NANAKULI KES\QEN(E \..OT.~ _ _!jir!_J- S \11 S[:f;\E:)! II.JCR8 .. 1SNi 2 I . f'!-ltl..SE. n.

LOCATION : f.JA~A. Kl,.(t. I) OA 14(.) I H~WAII

SAMPLE NO.: . - _..I (o~-s11e) SAMPLE DESCRIPTION: e>~N Sll-f'f .sA.Ho • §. CorfAVF--L..

/

~ 1-""- ~~ AlE...., 61D.S < f.-,Uev

SPE:L lF I C.. l.: Ji!J:t-'"111' v "'- z ,..

n\ \ IVU f_o _wi'Wf'( l)N

M.AAIMU '4 D~'f . pt:M~rt"

/ / - ~\\

.QS /.. COM PAC fiOt-.\

\

\ . fJOi'o COMPAl 110N ~ -p ~ ~ ~ ~·

~ {

'it -~ <i> \ 0 ~ ~ ,;;. ---: i'_

...

~ ~

< B ~ ._; . 3 ~ ~ ~ P' f ~ ~

t j <fi a li

··- -

---·

-· .. ·-

I 0 10 20 30 40

WATER CONTENT (0/o)

DATE 1-5-8/ BY .5.:z.

AGGREGATE : 'A'' Mti.IU?

MOLD SIZE: h.o'~ 11 "f·?ti4''Wf.

HAMMERt~IO~L~~~---LAYERS I ; LAI(~I!S

BLOWS: S6 lbA'<"er<.. I

-

~ A~

)

~ ll"t. ) P.£..~.

!SO 60

WALTER LUM ASSOCIATES, INC., -- --------·---·-·----- ~~~-~~::__:;~RUC~U~Al. SOILS ENGINEERS

.e

3-775

130

120

110

-I.L 103.~

0 100 0.: - 9e>.7

>-t-U) 93.5 z L&J 90 0

>-a:: c

80

70

60

MOISTURE- DENSITY CURVE (ASTM D-1557·7o, METHOD Q_) · PROJECT • .NANAKULI . RESiDENCE LOTS, "tTH { STH

SERifs, 1rJCREMEN 1 z, ~ASE. n LOCATION: NA N.e..KU Ll, OAI-W I 1-tAWA II .

SAMPLE NO.: tt 2 (o14- 4b '1E)

SAMPLE DESCRIPTION: B~l-l .5\Lf'< 5~>.~lv '~11111 &tAV~\..

I~ ~E~ OAI~ JDIDS ~r_ue..v

SPE: C,IFIC. <SeA¥ IY ........

\ " . . . ...

tVV • I"' .-\.. 'V'"

(\ 'lfii\II'IUI I .l.l" 'vl'l_;: _L

\ ~~% c pi'1l"A{.1 o_~

. -\ ' 1-

~ f-

90;! c OMI)A['f ~-- - ~-

~\ f\

~- ~ 1

~ () \\ \ ()'.

~ N ( l ... -

;-;:

~ 7

'"' N 0 -;:

N ~ < ~

...,j .8 ~ 5 -~ ~

~ 1§ ~ ...J

~ ::?: e ~ :; ..:. 0 .::S '3

..

0 10 20 30 40

WATER CONTENT (o/o)

AGGREGATE ' ~;..,.II 1-'\lr.ll>>

MOLD SIZE: 6.o•rJ Jt ~-5Vt "\11'.

HAMMERr~IO~~~~----LAYERS r ? LA~B-~ BLOWS:. !56/L.A~~I:..

I

...

E: Z.S't

.... IV' . 1'-' !:·1..· • I ...

!SO 60

WALTER LUM ASSOCIATES, INC., -· --------·------

.. .:'v:::_:~RUCTU~AL, SOILS ENGINEERS

DATE 1-S-S.I. BY /3.I.

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

WALTER LUM


. WALLACE WAKAHIRO lOlD WAIALAI AVE., HONOLULU, HAWAII 96816 • TIL. 737·7931

TO: WILSON, OKAMOTO & ASSOCIATES, INC. DATE: . January 16, 1981

1150 South King Street, Suite 800


Gendemen:

Re: NANAKULI . RESIDENCE LOTS - 4TH & 5TH SERIES


LABORATORY TEST REPORT

'l'e Arc Sending You ijerewith [])

___ Prints ___ Location Plan _X_ Field Density Test Results --~Boring Logs ___ Laboratory Test Results ___ Soil Report

X Technician's Daily ~~eld. Report,

No. of Copies Sets 2 Sheets __ ~

General Remarks:

For period ending Janu~ry 9, 1981.

cc: Department of Hawaiian Home Lari.ds Attn: Mr. Stanley Wong

Ralphs. Inouye Co., Ltd.

\ \

Under Separate Conr 0

---Review and comment ___ Approval ___ Signature -=X'--~Your use and files

Yours tNl y,

)


I , I . . . / .· .. .·;., j. . I

By--~(~L-~_,··_·_, __ ; __ ~_-_-_,_--~----'_I_L_~~--~~

..

-

1-875

\-

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

WALTER LUM EDWARD WATANABE

EZRA KOIKE

3030 WAIAL.AE AVE •• HONOLULU. HAWAII 96816 TEL 737·7931

FIELD DENSITY TEST REPORT

f-!A.NA KU L1 rc!c~ I DeN c..e- LoTS, 4+"' t .5~h Set{.-le<;, ff.tc:.,, "2 , PH~S€- lL

Field Density Test Results as follows:

Ending _ _:J;__:::a.-rv:..:...=:~·____:4~ ______ 19~ Sheet, _ __.::.___of ____ Sheets

MO~I" we .o;f.:. Fill' Moisture Dry Standard Relative Date ~

t:11e~c;.loN Layer* Content Density** Density** Compaction • • * -

1-&-8.1 ~lA. 'l+i~ (C t?l-r 'l.'?, 4- q~.~ 104- &(o

. : J

l- 8-8\ S.i ll., 2-\: oo(D 4'-t. 1.- l. I Cft;.o 104- 44-

L-4 -B\ I ~1" A. 'l+OO~ 6'-t.. 'Z-2. '2, IO~·'=f (0~-- iOO

'

- . - ..

• Approximate depth below flnlsh grade.

• • Density In pounds per cubic foot. Standard density refers to density as Indicated by th~ AASHO Method, T·180-731.

• • • Tests indicate the relative compaction of the soils only at the test locations. N~P.P.,... .

CD Indicates Testp ff- I taken~-the Itt~. "71~ • shown.

wv.J BY ----~~~~--------------

I . ~ WALTII LUW . . (

WALTER LUM ASSOL ·"' TES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS I

IDWAlD WATANAII \, UIIA ~OIICI

WALLAC( W.f. .• AHI.IO . JDJD WAIALAI AYl .. , HONOLULU, HAWAII t61l6 • TU. 7l7·7U1

~··

January 23, 1981

MEMORANDUM

TO: MR. DENNIS I MADA Wilson, Okamoto & Associates, Int.

FROM: Walter Lum Associates, Inc.

RE: Nana ku I i Residence Lots, 4th & 5th Series Increment 2, Phases I & I I

This is a follow-up of oLJr telephone conversation, January 22, 1981 and previous discussions with Mr. Wayne f11orikawa regarding the fi II material placed in the top 2 ft of fi II at the above project si_te.

It is our understand i rig that the contract specifications for f i I I materia I placed in the top 2ft of fil I have been revised a~ follows:

I. Rock sizes up to about 6 in. may be used in the top 2 ft of f iII.

2. The contractor wi II not be required To screen or 11grizzle'' the on--site fi II material down to 6-in. sizes, but wi II be require(j To remove the larger cobbles and boulders as much as practicable during the placing and spreading of the fi II mated a 1 •

. 3. The percentage of granular materia! in the fi II material will not be limited to 30% since the perceni"C!ge of granular material in the on-~ite soils vary from less than 30~ to more than 50%.

From our field observations, it appears that the grading work done to date has been done in accordance with the above revisions. Please cal I our office should you have ~ny questions.

Respectfully submitted,

WALTER LUM ASSOCI ATE$, INC.

. ' B ~. , . . . /' J, /./ l·t.' y ~-~ ''···'-.• c:. ~ k" ... J-r;...._ ~ ·~..,

Wa I I ace Wakah i ro

WW: lw cc: Department of Hawaiian Home Lands

Attn: Mr. Stanley Wong


WALTER LUM

I I_DWARD WATANABE EZRA IIOIICI

WALLACE WAIIAHIRO 3030 WAIALAIE AYE., HONOLULU, HAWAII 96816 • TEL. 737·7931

TO: - WILSON, OKAMOTO & ASSOCIATES, INC.


Honolulu. Hawaii · 96814

Geodemeo:

DATE: January 29, 198.1.

Re: NANAKULI RESIDENCE LOTS - 4TH & 5TH SERIES . .


l'e Arc Sending You Herewith [!]

___ Prints ~--Location Plan _J_ Field Density Test Resul~s ___ Boring Logs

X Laboratory Test Results ___ Soil Report

X Technician's Daily Field Report

No. of Copies Sets 2 Sheets_..____._.

General Remarks:

For period ending January 23, 1981.

cc: Department of Hawaiian Home Lands Attn: Mr. Stanley Wong

RalphS. Inouye Co., Ltd.

Under Separate Cover 0

___;__ __ Review and comment ---'--~ Approval -...,...-,- Signature ___.X...___ Your use and files

Yours truly,


l 1 I By [J, l ( · :;: ).-,-:_ /i"- vQ

·~75



EZRA KOIKE WALLACE WAKAHIRO

3030 WAIALAE AVE .• HONOLULU, HAWAII 911818 TEL. 737·7'1131

FtELD DENSITY TEST REPORT


Ending ____ __,J=A=. t-~,_,U~A..,_,R.::.!.'/---'=2.=-==3"-'-. __ 19 f> I Sheet __ !.__of _ __, __ Sheets

Date Lot No. Fill Moisture Dry Standard Relative

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

MQI'-IA ""D 0#1•

1-t(p -e1 !>T,_.- •z.+oo (D s't f.{p 'to t:f(p &14-t-1\0I<.IA.I!'-le Th E:.TA.-1 ... 00 g' t. ~0 8~ II eb

(tt-6-TG- ~T ) MO..,.IA.WE "';~ 8't 1-(q_e,, ~1tt..- l+oo 'L .. .ze ~'1 ~"' 'l'Z.

1.-l'l-~1 t-1\0I~I""L••·H~_ & k.1P..:-3+oo I 4' -t -2.~ b8 'ieo q'l,

..

1-2.~-<61 1'-\o~•~""e-(fj ~1A. 7~00 I {&o'-t .Z8 '14- 'j(p t:;S r..\ OI'LA.We ~fu ~TA.. O""OO. I ~·'t 'J,b· 94- II 'i8 1\401'-.~W~ ffi f

~T P.,- H&;o t 5t 1-5 81 II '11

...

• Approximate depth below finish grade.

• • Density in pounds pet· cubic foot. Standard density refers to density as indicated by the ASTM Metho<l, D-1557-70

Tests ind_!cate the relative compaction of the soils only cit the test locations.

Indicates Test . ~.1 .. taken in the .~1 . shown. . .

w~ BY ----~~---------------------

TABLE I __ - SUMMARY OF LABORATORY TEST RESULTS

L. • .-oc...~"T ro , .• r··. Ml I

SAMPLE NO. DEPTH BELOW SURFACE

DESCRIPTION

GRAIN -SIZE ANALYSIS

( 0/o Passing) Sieve

1-1/2" I"

1/2"

t'~4 #10 >~no

.,.40 of~IOO 't',b200

ATTERBERG LIMITS Air Dried or Natural Liquid Limit

Plastic Limit Plasticity Index Natural Water Content, 0/ 0

Dilatancy Toughness

Dry Strength

UNIFIED SOIL CLASSIFICATION

APPARENT SPECIFIC GRAVITY

CBR TEST

(Surcharge -51 P.S.F.) Molding Moisture, 0/o Molding Dry Density, P.C.F •. Swe II upon saturation , 0/ 0

CBR at 0.1" Penetration

MOISTURE- DENSITY RELATIONS OF SOILS . (ASTM D-1557-70, Method ) Dry to Wet or Wet to Dry ._,ox. Dry Density (P.C.F.) Optimum Moisture (o/o)

REMARKS•

By w uJ

<;,fi!.A.'1 t;~cw~~ GL-IJ..'f

V6R'"J '?IIff 14-1 c. 1-t

GH

81' IB,o

L.: I ,o.


STRUCTURAL & SOIL ENGINEERS

X IJJ c z

>-1-u 1-(/)

c:t ...J e a..

8-872

PLASTICITY CHART

90

80

70

60

u,;,' LINE v -~ . -· -- .

/ v

... ·- ~N-.:•H-, e ~~: 7~-' ··-··-···-·· -

/ ,

CH 50

/ v

40 v ·-

/ 30

20

10

0 0

CL- ML v 10 20

CL

/ v

/ v

v / ML

30 40 50 60 70

LIQUID LIMIT

DATE 1- "t.c...- ~\ BY w vJ -------~~------· ---~-~--------------

MH

80 90

8 OH

100 110 120 130

WALTER LUM ASSOCIATES, INC., CIVIL, ·STRUCTURAL, sOILS ENGINEERS

e

-775

-~ 0 a.: ->-1--en z UJ c >-a: c

130

120

110

100

95.

91. 9

~

~-0

MOISTURE- DENSITY CURVE (ASTM D·l557-7o, METHOD .A.) PROJECT I ',Nll.HA tf(..(l,...f R~l t$NC-e \.,0\~. +-+" t ·S ~h l ,,

?E:>tz.te.c., tt..~ c.... , PLH~-se n: ' AGGRE.&ATE' ~ M!tJU2 LOCATION: ~ANA.k..UL..l oA&+c.J, J.lA-wAq · MOLDSIZE:A.0°¢l(~.:?f3'"t"

1 HAMMER : 10 \..G!>

SAMPLENO.= _R-~ ON .. SIJe LAYERS' SI.A'(t~ SAMPLE DESCRIPTION: fbP..A-'t 1?P.oWN "(.;~j eLOWS I S6 ILA'(E:R..

\ ··-·1 E:,~O. I ~~ vo 07 GL f..yf, .

\- pf"'~V! F v be. ~VtiY fJ z.ec \

I\ '

--- 100 Pl.. ro i-1 PAl.., lOki .\-A

MAXI M_UM c r:..y Qe: f.JSJiY j.J "b.~ P. £...F.

v " ~ 1-···ql ~,., (. DM PAt.. 1lON I

::...:1" \. ...

I~ ~ -90 ~/r ... (£ M7PA·0""; lOIJ I'S 'Z·+- .. - h ~

-.! ~ ~~" .. - ~ - ....9 " 0 .. ~---~ 8

t'-

~ ~ ' " ( ~ -~ Q -..,;

v· I

3 ~ .. ~ ~ tn 70

~ '~ :::l ~

-~ & ~

r""

~ -~ ~ 60 . I I _1. .. I

0 10 20 30 40 ~0 60

WATER CONTENT (0/o)

-~ALTER ':_U~ ASS_OCI~~ES,INC._,. CIVIl. STRUCTURAl, SOilS ENGINE-ERS

----------. -

DATE 1-:Z?7-BI BY C! .H

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

WALTER LUM


W.ALLACE WAkAHIRO JOlO WAIALAE AYE., HONOLULU, HAWAII 96816 • TEL. 737,7931

TO: WILSON, OKAMOTO & ASSOCIATES, INC. DATE: March 31, 1981

I 150 South King Street, Suite 800

.. Honolulu, Hawaii. 96814

Gentlemen:

Re: NANAKUL I RESIDENCE LOTS -4TH & .5TH SERIES

INCREMENT 2, PHASE I I


We Arc Sending You Herewith [15]

___ Prints X Location Plan

_X_ Field Density Test Results ___ Borigg Logs ---,--- Laboratory Test Results ___ Soil Report

X Technician's Daily (.Leld Report

No. of Copies Sets. 2 Sheets __ _

General R~~arks:

For period ending March 31, 1981.

cc: Department of Hawaiian Home Lands '· Attn: Mr. Stan I ey Wong RalphS. Inouye Co., Ltd.


___ Review a:nd comment ___ Approval -~- Signature

_-<.X->-- Your use and files

Yours truly,


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



3Ci;l0 WAIALAE AVE. HONOLULU, HAWAII 96818 TEL. 737-7931



.Ending _ ___:_M!..l..CAo..::g..:::.....:..• ...,_-='S:::..lo:o:._ _____ 19.tli_

Date Lot No. Fill

Layer*

1-'l~~<t t MOK.IA~co 0-K>Oi: I 4't MDI'IAWIS ~(b

' 'ZfOO't . 5-t MOKIAWf' ' ' • I

~ -+'1 !3'-t - CD G7±

<. !L&leS'T) M ~ K_IA wE:. .s.(1) ~t 1-'2<=j-' ~I ?;·t1c:it ·'J,.

'l.- 'l'J~~ I MO~II>.Wc -;,(:b 14'?01-!. I

I 4,t; 1..

~-t~o~e-• A. we -:.1. 'L-'Z..G- ~1 ~.fOO-t (lj -I -;-t..

I

~ -'.!!(p -'i51 14 (I) 8 t.

~-ih-l\. II (i) I";' ~:

II G. (J) pz.'i

II 1'2.. CD [ 12-'.t.


Moisture Content

~~

~I

~~

2g

1.4

'?>I

;z

. ~0

'2.(()

~0

Sheet __ _,___of __ "2--=. __ Sheets

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

~'l &f1 4'2.

'l'Z ,,

'14-i

~.5 ,,

~~:

94 _9G- ct·s

41 q~ 4'5

89 'f& ~?J

s~ 4Ct 4tz.. .

40 'i!D '14-

€i'2. II q~

'ffl., II 46'

-ro e.e ~E~O~

£_ J::E::16C,1'&$'

• • Density in pounds pe.- cubic foot. Standard density refers to density as indicated by the AST M Method, D -1557-70 e· .. Tests indicate the relative compaction of the soils only at !he test locations.

_ (I) Indicates Test~ .I ... taken in the ~-T. shown.

BY \..1..,)_0 · I-67S




JOJo WAJALAE AVE , HONOLULU, HAWAII 118818 TEL. 737-7931

FIELD _DENSITY TEST REPORT

Field Density Test Results as follows: ·

Ending _ _.:....;.M....:..;P.'-'-. .:....:~::-•:.___'?.::..=:.o ______ 19.8..L Sheet ;z of __ -2.-=--_Sheets ..

Date Lot No. Fill l\llolsture Dry Standard Relative Layer• Content Density* • Density•• Compaction • • •

~-..Zo-'6\ ~ CD lo'-i. ~-; C01 'ftp qo

,, IO cc ' ~3 <qo ·,, '1~ II -t.

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~-SO·~ I 4 cc '{'-t. '2.5 qu, _j(p \Oo

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.

'

'


··Density in pounds pe1 cubic foot. Standard density refers to density as indicated by the ASTM MethoG, 0·1557-70 .e · · · Tests indicate the relative compaction of the soils only at the test locations.

· 0 Indicates Test ~-'. .. taken in the -~l . shown.

By (J....).\.....). ------------------------------1-675

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WALTER LUM


WALLACE WAKAHIRO 3030 WAIALAE AYE., HONOLULU, HAWAII 96116 • TEL. 737·7f31

TO: WILSON, OKAMOTO & ASSOCIATES , INC.


Honol.ulu, Hawaii 96814

Gentlemen:

DATE:. May 4, 1981

Re: NANAKULI RESIDENCE LOTS - 4TH & 5TH SERIES


FIELD DE~SITY TEST REPORT

We Arc Sending You Herewith (]


_L._ Field Density Test Results ___ Boring Logs ___ Laboratory Test Results ___ Soil Report

X Technician's Daily ~!eld Report

No. of Copies Sets 2 Sheets;.__ __

General Remarks:

For per:iod ending April 30, 1981.

cc: Department of Hawaiian Home Lands Attn: Mr. Stanley Wong

Ralph S. Inouye Co. , Ltd.

U.nder Separate Cover 0

___ Review and comment ---ApprovaJ ·--- Signature __,X~_ Your use and files

Yours truly,





3030 WAIALAE AVE., HONOLULU, HAWAII 11881.8 TEL. 737-71131


NANAK.U'-1 l<eslt:>eNc.-6- L..o1S 4~t~-5+_!:.c;e·~l~ 'Zn.-IINC.., fHA-Se:U...


Ending ---'--t::.!..Aol-P.ol..:.(<...,:::..:\~L----~.:....:::..o ____ 19_li_ Sheet ____ of '3 Sheets

Date- Lot No. Fill Moisture Dry Standard Relative

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

4 -I- eJ ;10 (i) ~(t. --~ qC? Cf(o 'f't 11 8 _(i) 1'~ ~(p Cf.4- ,, c;e ,, 4 (i) 6'-:t. '2..'1 ~(p II roo

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4-7-8( II CD 1'-t ~q '14 qft, qe, - .

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4-S-51 ~I.IT1f"& ~<;. cr:

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_!; I +'~ (4 105 II &j'L.

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4-9-BI 4 (ii:) :~>'-3.- 1~. IICf 114- >too ,, ~ 1/t-"t 1 n..« ~ GJ

~ 'l B';.. IS IPI - IC>4-- q1 ,, I?"''£~' 5 @;) a't 17 101 104- 91

-


•• Density in pounds pet· cubic foot. Standard density refers to density as indicated by the ASTM Method, 0·1557-70 e • • • Tests indicate the relative compaction of the soils only at the test locations.

Q) Indicates Test ~ .f •• taken in the .~Q1 . shown.

ww BY --------~----------1<675

WALTER LUM ASSOCIATeS, INC. CiVIl, STRUCTURAL, SOILS ENGINEERS I

WALTER LUM · EDWARD WATANABE


3030 WAIALAE AVE., HONOLULU, HAWAII 96816 TEL. 737·7831


Field Density Test Resl,Jits as follows:

Ending AF1Z..tv '?o 19..x.L Sheet ~ of _ _,~=--Sheets


Layer• Cont~mt Den~lty•• Density•• Compaction• • •

4-10-&l e.~'f"'' \2-e<>~ (i)

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~Vf'f1U~ (3) II fJ. :3 'Lc -t.. 14 lOB 1(4- qs

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,, ~\.t11~S'~@: ~ '3 o'i. 18 {O(Q

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4--1~-~1 ~~ (i) b' t. .lz.-1.. 'f[p Cf(p 100

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44-G:.t. ~9 I( 4e

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4-~"l.~~l I~ _0-j 5'-t- 'Z-( 102 ~(p >10£;)

II c&4- a:: 4':t 1~? Cf8 It > 100

,, ((p (j) S'-i. '20 4? l\ q1

• Approximate deptfr below finish grade.

•• Density in pounds per· cubic foot. Standard density refers to density as indicated by the ASTM Method, 0·1557·70 e . • • Tests indicate the relative compaction of the soils only at the test locations.

G)tndicates Test .~ .I .. taken in the .~en. shown. ·

BY u.J.t...J · 1~75




3030 WAIALAE AVE., HONOLULU, HAWAII 98818 TEL. 737-7931


N A~ A L<U 1....1 -te..€:41 Dt:q.Jc-e. L,..01c;, 1

4 -+h~ ~-\h t;e~tE';, {Nc:., ,#~ 1 fi:1A-S€.ll'

Field Density Test Results ~s follows:

Ending A PF.l L. ~ 0 19...aL ·Sheet 3 of .Zl . Sheets

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

Layer• Content Density** Density•• Compaction••• ..

'

4-Z~-1Sl (p ~ ~'-t.- '2.~ .96 9(p 99 -\.\ cg (1:) 4'-t 'l-'1 Cf4- ·'· '1<6

I. I

\\ 10 ~ ~'t '2-'1 93 91 I \\

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4~'2.'1-~1 J-'2., cr: ~~-i ~I . 40 q~ 44 \1 14 cc 4t 'l,(p Cf<g II ..., (OC,

1\ (1 CG 4'i "i'b 9~ tl >too .

4-;o- g-r ~'1.. CD ~'i. I

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;

\\ 10 ; -,-, ~11 '1-S 41 ~I 7100 '- -

. -

I

! .. . - . --


•• Density in pounds pe•· cubic foot. Standard density refers to density as indicated by the ASTM Method, 0·1557-70 e • •. Tests indicate the relative compaction of. the soils only ~t the test locations.

@Indicates Test~.'?--.. taken in the -~1 . shown.

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WALTER LUM

I EDWARD WATAN_ABE EZRA KOIKE

WALLACE WAKAHJRO 3030 WAIALAE AYE_., HONOLULU, HAWAII 96816 • TEL. 737·7931

TO: WILSON, OKAMOTO & ASSOCIATES, INC. DATE: June 3, 1981

1150 South King Straet, Suite BOO

Honol u I u, Hawaii 96814

Gentlemen:

Re: NANAKUL I RESIDENCE_ LOTS - __ 4TH & 5TH SERIES

INCREMENT 2, PHASE ~-~


We Arc Sending You Herewith ~

___ -Prints X Location Plan

_ ___x_ Field Density Test Results ___ Boring Logs ___ Laboratory Test Results ___ Soil Report

X Technician's Daily Field Reports

No. of Copies Sets 2 Sheets __ _

General Remarks:

For period ending May 28, 1981.

cc: Department of Hawaiian Home Lands, Attn: Mr. Stan I ey Wong



___ Review and comment ___ Approval ___ Signature --'X-=--- Your use and files

Yours truly,


By lU. !A_)J~--- ----------------------



EZRA KOIKE WALLACE WAKAHJRO

3030 WAIALAE AVE , HONOLULU, HAWAII 9e818 TEL. 737-7931



Ending t--1\ A'1 '1- 6 Sheet __ .,.---_of 1,- Sheets


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

8 -\- ~~ 10 (\': ..Z.'t ~q 81.. qCP ~5 .. ~ If IS '2!1: ~9 ~~ Cf(p lB

6-4-~1 !Co 0: ~\i ~~ ,~ l 04- zq ·' !9 ~ 'Z'-i '21_ <oj II 35 "

1: "~,~~~ ~ I II ~1 ~s ~-~- ~(p egg

£-B- f>\ II (r) II'±- ~'( 8'2, 'J(p 8?

6~ 11-1! I 14- cc I I -i .33 8'5 Cf(p ~~

I I 11 ~ 1'-t .34 S? . II

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5-J~-8\ l'l cc o't ~G:. '6'3 '9lD ~(p

II q (jj. o'-t. ~"2.. ~9 II 9'2. 11 1 ~ I

1.-i 34 ~9 II ~'2.

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• • Density in pounds pe1· cubic foot. Standard densi1y refers to density as indicated by the ASTM Method, 0·1557-70 e ''' Tests indicate the relative compaction of the soils only at the test locations.

0tndicates Test.~ j .. taken in the .v.o.1 . . shown.

a:>uJ BY --~~------------------------1-675




3030 WAI.ALAE .AVE., HONOLULU, HAWAII 9!JBI8 TEL. 737·71131



Ending V\ A"7 19_i_l_ Sheet 1..... of 1/ Sheets


Layer• Content Density•• Density•• Compac11on•••

t; 'Z'Z-SI 0£..1 'i It e:. ss (1:

'2' i:. ICf /04- ~~~.q 91

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•• Density in pounds per cubic foot. Standard density refers to density as indicated by the ASTM Method, 0·1557-70 e . '' Tests indicate the relative compaction of the soils only at the test locations.

Q) Indicates Test .*: .\ .. taken in the .":~/. . shown. .

1-875


WALTER LUM


WALLACE WAICAHIRO 3030 WAIALAE AYE_., HONOLULU, HAWAII 96816 • TEL. 737·7931

TO: WILSON, OKAMOTO &ASSOCIATES, INC. DATE: J u I y 2, I 981

I 150 South King Street, Suite 800


Gentlemen:

Re: NANAKULI RESIDENCE LOTS~ 4TH & 5TH SERIES

INCREMENT 2, PHASE I I


We Arc Sending You Herewith [2il


_X_ Field Density Test Results ___ Boring Logs ___ Laboratory Test Results ___ Soil Report

X Technician's Daily F..Leld Reports

No. of Copies Sets 2 Sheets~-~

General Remarks:

For period ending June 16, 1981.

cc: Department of Hawaiian Home Lands, Attn: Mr. Stanley Wong



___ Review and comment ___ Approval ~~- Signature ___!X.!___ Your use and files ·

Yours truly,





3030 WAIALAE AVE., HONOLULU, HAWAII 98818



Ending --=J;;..,;t'-'-1 N;._;_. =f:.._..:..;:IU:>=----_____ 19-.fu_ Sheet __ .......___o.f _ _.__ __ .Sheets .. - ..


Layer• Content Densltr•• Density*• Compaction•••

'--4- 81 ~ CD I I t So ~I &j(O,O q~

II 4 (j) '2.'-t 5o 85 ,, S8

<o-er- Bl I~ CD o'1. ~q 81 Gfh,O ~t ..

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~-ro-St ~ @ (t. f>G=> et? 'i~.o 8'1 IZ..Et"t &<o>"f

CD ,·~ ,, 5 ~2. B~ ,, 61

" "'3 CD '2.'t -z,Cf 88 \\ t:tr

t..-l'Z- E> I C#d,. cc . I' .t ~'2.. 81 Cfb,D 90

CP-t(o·B\ 4 G; o'-t. ~~ 64 ~{p,O 8~

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_,


• • Density in pounds pe1· cubic foot. Standard density refers .to density as indicated by the ASTM Method, D ·1557-70 e · • · Tests indicate the relative compaction of the soils only cit the test locatio~:~s.

. CD Indicates Test ~ .1 .. taken in the ~o:'f. . shown.

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WILSON

OKAMOTO & ASSOCIATES

ENGINEERS

ARCHITECTS

PLANNERS

1150 SOUTH KING STREET

HONOLULU, HAWAII 96B14

PHONE: (BOB) 531-5261

Mailing address:

P. 0. B 0 x 3 53 0 Honolulu, Hawaii 96811

·C2130-03 October 2, 1981

Dr~ Michael Chun, Chief Engineer Department of Public Works City & County of Honolulu 650 South King Street Honolulu, HI 96813

Subject: Letter of Grading Certification for Nanakuli Residence Lots, 4th & 5th Series, Increment 2, Phase II, Nanakuli Oahu, HI TMK: 9-8-07:1 & 3

Gentlemen:

Per our letter dated September 21, 1981, the Nanakuli Residence Lots, 4th & 5th Series Increment 2, Phase I & II were generally constructed in accordance to specifications, and to planned grades.

Grading memorandum on both phases and a grading Certification on Phase I were submitted. A grading certification for Phase II;,that should have been attached to the September 21, 1981 letter, is enclosed.

Sincerely,

lh~-- (!~P H~:;~- ~hide, Civil Engineer

HH/t~/jo

Enclosure

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tJ< .. ·WILLIAM HEE

WILLIAM B. C. HE.E, p;---t-"-

SUITE 1'10.1, BUILDING NO.1 1020 AU AHI STREET

HONOLULU, HAWAII 96814 .

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· · . Wilson Okamoto & Associates, Inc~ · 1150 South King Street .... :

- Honolulu, Hawaii 96814 . :

ATTENTION: Henry Hosnide .·.

·Gentlemen:. ·._.;

. PRESIDENT L{" '1r ... ·JERRY S. NAKAGAWA, L.S .

· EXECUTIVE VICE PRESIDEN

September 29, 1981

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.~ ~ & ASSOOAJES.

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. SUBJECT: . NANAKUtl RESIDENCE LOTS 4TH.& 5TH SERIES · INCREMENT II, PHASE ll

ATNANAKUtl, WAIANAE, OAHU, HAWAII

We certify that the lot grades of the subject projeet are in general Gonformance with the. lines and grades as shown on the Engineer's Grading Plan •.

Very truly yours,

WILLlAM HEE & ASSOCIA Tl;.s, INC.

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80;,.136

PW-OE-64(12/71)

- MATERIALS TES1Jil1 LABORATORY DEPARTMENT ~BLIC WORKS

CITY AND COUNTY OF HONOLULU

PAVEMENT REPORT N k _ _ · DATE: .... J3:~~-~.6..~f3.l .............. ..

PROJECT: .... ~.0.'- ... Ql1 ... R~.$. ...... ~O.:t.S. ... 4.t.h .... & ... 5.t.h.. Series -

LOCATION STATION REQUIREMENTS ACTUAL (COREl DEVIATIONS Road/ Address .FROM TO AC BC 'SUBBASE . AC BC SUBBASE AC BC SUBBASE-

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(1;;_, ' CITY AND COUNTY OF HONOLULU

DEPARTMENT OF PUBLIC WORKS DIVISION OF ENGINEERING ..

DEC 15 1981 (\ f~._ __ ): H.J. YOUNG, CHIEF

TO:

Date

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bdJi(Z]Assistant Chief wJ. ___ Ochief Administrative Engr.

----"-·0Chief Control Engineer

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DATE _____ _ 19 __

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WILSON

OKAMOTO & ASSOCIATES

ENGINEERS

ARCHITECTS PLANNERS

1150 SOUTH KING STREET

HONOLULU, HAWAII 96814

PHONE: (808) 531-5261

Mailing address:

P. 0. 8 0 x 3 53 0 Honolulu, Hawaii 96811

C2130-03 December 10, 1981

Dr. Michael Chun, Chief E~gineer Department of Public Works City & County of Honolulu 650 South King Street Honololu, HI 96813 ·

·'

Attention: Mr. Melvin Young

DEC lS 1015 AH'81

Subject: Letter of Grading Certification for Nanakuli Residence Lots, 4th & 5th Series, Increment 2, Phase II Nanakuli, Oahu, HI TMK: 9-8~07: 1 & 3

Dear Dr. Chun:

A submittal letter dated October 2, 1981 with the grading certification copy was sent to the Department of Public Works. A copy of this letter and the original grading certification for Phase II is enclosed for further processing of the grading permit.

Sincerely,

+u0-Jrt4vr-pt~Henry Hoshide, Civil Engineer

HH/LTY/ry

Enclosure

/

. . It WILLIAM HEE & ASSOCIATES. INC.

SUITE NO.1, BUILDING NO.1 1020 AUAHI STREET

HONOLULU, HAWAII 96814

Wilson Okamoto & Associates, Inc. 1150 South King Street Honolulu, Hawaii 96814

ATTENTION: Henry Hoshide

Gentlemen:

WILLIAM B. C. HEE, P.

PRESIDENT{ L- . JERRY 5. NAKAGAWA, L.S.

EXECUTIVE VICE PRESIDEN

September 29, 1981

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ocr 011981

~ ODUm I ASSOOATES

SUBJECT: NANAKULI RESIDENCE LOTS 4TH & 5TH SERIES INCREMENT II, PHASE IT AT NANAKULI, WAIANAE, OAHU, HAWAII

We certify that the lot grades of the subject project are in general conformance with the lines and grades as shown on the Engineer's Grading Plan.

Very truly yours,

WILLIAM HEE & ASSOCIATES, INC.

r· akagawa

ts Ex .· tive Vice Presid t Registered Professional Surveyor Certificate Number 1698

80-136

·-•• ; • 4. • • • • • • :~ ~- :. ~ .. :•

t2130-03 October 2, 1981

Dr. Michael Chun~ Chief Engineer l)ep~rtment of Public Works · City & County of Honolulu

· _·_ 650 South King Street. .. . ,. ·'/ . . Honolulu, HI · 96813

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' :'- ' ' . . ' . '. ' •' -~. '

Subject: -Letter of Grading Certification for Nanakuli Residence Lots, 4th & 5th Series, Increment 2, Phase II, Nanakuli Oahu, HI TMK: 9-8•07:1 & 3 · .

Gentlemen: '' · ... '

Per our letter dated September 21, 1981, the Nanakuli Residence Lots, 4th & 5th Series Increment 2, Phase I & U were-generally-constructed in accordance to specifications, and to planned grades.

Grading memorandum on both phases. and a grading Certification on Phase I were submitted. A grading certification for. Phase II, that . should have been attached to the September 21, 1981 letter, is e~cl~sed. ·

Sincerely, ·.

- Henry ~~ide, Civil Engineer

HH/U.rtf/jo Enclosure

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:. walter lum a~sociates, . i inc. i · 2018-03-06 · grading progress and to take density tests....

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