FOR (.fh '~~ lb not to be taken hrif room...FOR n ~fr.mt~'Cr r (.fh ...'~~ lb not to be taken hrif this room PARKLANE COUNTRY HOMES SOIL EXPLORA'I'ION REPOE-1' WAIHEE, OAHU, HAWAII

FOR ~fr.mt~'Cr n r (.fh ... '~~ lb not to be taken hrif this room

PARKLANE COUNTRY HOMES SOIL EXPLORA'I'ION REPOE-1'

WAIHEE, OAHU, HAWAII TAX MAP KEY: 4-7-06: 20

To: GRAY, RHEE AND ASSOCIATES, INC.

WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS I JANUARY 4, 1974 .t

. ~ MUNiCIPAL REFERENC~RECOROS CENTER

City & Cow~f Honoiulu C~ Hall Anrie~S S. King Street

Honolu!~awaii 9f1813

.. ~ ..

WALTER LUM

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

EZRA KOIKE WALLACE WAKAHIRO

3030 WAIALAE AVE., HONOLULU, HAWAII 96816 • TEl.. 737·7931

GRAY, RHEE AND ASSOCIATES, INC. 116 South King Street, Suite 508 Honolulu, Hawaii 96813

Gentlemen:

Subject: Parklane Country Homes Soil Exploration Report (for site grading for residential development) Waihee, Oahu, Hawaii Tax Map Key: 4-7-06: 20

January 4, 1974

Transmitted herewith is our soil exploration report for site grading for residential development purposes for the proposed Parklane Country Homes at Waihee, Oahu, Hawaii.

This report includes a Boring Location Sketch, boring logs, laboratory test results, recommendations and limitations.

Respectfully submitted,

WALTER LUM ASSOCIATES, INC.

ByE~~ CM/EK:ms

C 0 N T E N T S --------

SCOPE OF EXPLORATION • . . , . " .. 1

FIELD EXPLORATION 1

LABORATORY TESTS • • 2

GEOLOGlC AND SOIL DESCRIPTIONS BY OTl:iERS • 2

SOIL CLASSIFICATION SYSTEM • • 3

GENERAL SITE CONDITIONS 3

INTERPRETATION OF SOIL CONDITIONS 4

DISCUSSION AND RECOMMENDATIONS • • • 5

PROPOSED SPECIFICATION FOR EARTHWORK

APPENDICES:

A. LOGS OF BORINGS AND PROBINGS

B. SUMMARY OF LABORATORY TEST RESULTS - Tables IA and IB

C. PLASTICITY CHART

D. LOAD-DEFLECTION AND TIME-CONSOLIDATION CURVES

E. CBR TEST

F. LOGS OF BORINGS FROM PROPOSED PD-HOUSING DATED MARCH 1, 1973

G. BORING LOCATION SKETCH

H. LIMITATIONS

PARKLANE COUNTRY HOMES SOIL EXPLORATION REfORT

WAIHEE, OAHU, HAWAII TAX MAP KEY: 4-7-06: 20

SCOPE OF EXPLORATION

The purpose of this exploration was to evaluate general soil conditions

for site grading for residential development for the proposed Parklane

Countty Homes at Waihee, Oahu, ijawaii.

This report includes field explorations, laboratory tests, general site

grading and foundation design recommendations and limitations.

fiELD E){PLQRATIO~

Seven exploratory borings and 27 probings were made at the site at the

approximate locations shown on the Boring Location Sketch. Borings were

made wi~h 3 and 4-in. diameter augers using finger type bits and drag

bits.

Soil samples were recovered with 2 and 3-in. diameter tbin-wall tubes and

a 2-in. standard split spoon sampler .driven with a 140-lb hammer falling

30 inches.

The probings were made with a 2-in. diameter blunt point attached to A-rods

and driven with a 140-lb hammer falling 30 inches.

Field vane shear tests were performed with a vane 2 in. in diameter and

4 in. long.

Also attached ate logs of borings and probings made for the soil

reconnaissance report, "Proposed Subdivision (10+ Acres)," dated December 4,

1970 and updated report, "Proposed PD-Housing Parklane Country Homes,"

dated Match 1, 1973.

LABORATOE,Y TESTS

Labqratory tests included: natural water contet).t and density, unconfined

compression, laboratory vane shear, Atterberg limit, grain-size analysis,

specific gravity, consolidation and CBR.

A summary of the laboratory test results is given in Tables IA and IB.

GEQLOGIC AND SOIL DESCRIPTIONS BY OTHERS

From a review of geologic literature and the U. S. Soil Conservation

Service maps of the area, the soils generally described by others are

as follows:

Stearns, H. T. and U. S. Geologic Survey, "Geologic and

Topographic Map of Island of Oahu," 1938:

Pa - consolidated deposits, chiefly older alluvium.

- 2 -

U. S. Soil Conservation Service, "Soil Survey of the Islands

of Kauai, Oahu, Maui, Molokai, and Lanai, State of ijawaii,"

August 1972:

Lolekaa silty clay, 3 to 8 percent slopes (LoB)

Unified Soil Classification - MH

Tropaquepts - (TR) poorly drained soils that are

periodically flooded by irrigation in order to

grow crops that thrive on water.

SOIL CLASSIFICATION SYSTEM

Soil samples were visually observed and subjected to appropriate tests

in the laboratory. Based on visual observations and laboratory tests,

the soil descriptions given on the boring logs are generally made in

accordance with the "Unified Soil Classification System."

GENERAL SITE CONDI'l'IQN_S

Site Location

The project site is located at the intersection of Waihee

Road and Ahilama Road in Waihee, Oahu, Hawaii. The Kahaluu

Elementary School is located east of the site.

At~,n~~J Rainfall

The average annual rainfall at the site varies from about

50 to 75 inches.

- 3 -

Topography

In general, about 2/3 of the site is low lying marsh land and

about 1/3 is higher ground or a terrace. The terrace is generally

located along Waihee Road and Ahilama Road.

The terrace area is covered with grass, brush, trees and boulders.

The low lying marsh area is covered with tall grass. Water was

noted at or near the surface in most of the marsh area.

The site is generally flat except at the boundary between the

terrace and marsh areas. Slopes up to about 2 horizontal to 1

vertical and as high as 30 ft were noted at the northwesterly corner

of the site.

An auwai crosses the northern portion of the site along Waihee

Road.

I_NTERI'R.E'l'ATION QF SQJL· CQNPI_TIONS

From the field e_xploration and laboratory test results, the soils

encountered in the borings may be generally approximated as follows:

Higher A-rea (Terrace)

Stiff clayey silts and silty clays (MH soils) with some

decomposed rock to 16.5 ft, the depths drilled.

- 4 -

Lower Area (Mar!;h)

A surface layer, 8 to 23 ft, of soft to loose organic

clays and silts with sands and gravels underlain by a

mixture of medium to stiff silty clays and clayey silts

with sands and gravels to 26 ft, the maximum depth drilled.

Water was noted in the lower area during the field exploration from the

ground surface to about 1 ft above the ground surface. Water was not noted

in the borings on the higher terrace area during the field explorations.

Variations to the above soil conditions are to be expected iz:t localized

areas. For more detailed descriptions of soils encountered in the borings,

refer to the boring logs.

DISCUSSION AND RECOMMENDATIONS

In general, the present plan is to cut portions of the higher terrace area

and fill most of the lower marsh area. Cuts up to about 4 ft and fills up

to about 10 ft are contemplated. Localized fills up to about 15 ft are

planned at the northwesterly access into the site.

In the areas underlain by soft deposits, the fills may settle from several

inches to 2 ft or more depending upon the thicknesses of the soft deposits

and weights of the fills.

Surface and subdrainage systems will be an important part of the site

grading design, particularly in the marshy areas.

- 5 -

Before the start of grading work, well defined drainage paths or ditches

should be cut thru the lower section to lower the water as much as

practicable.

Spring or s~epage zones, if encountered, should be located and drainage

adjustments made in the field.

After drainage of the site, site grading, particularly the construction of

fills, should be done as soon as practicable to allow settlements to occur

and allow the site to adjust to the new load conditions.

In the lower area, a fairly well-graded granular material should be used to

construct the lower portions of the fill to form a working platform.

General fills over the working platform and in the upper terrace areas

should be constructed with selected soils in thin, level compacted layers.

Settlement gages shou.ld be installed and periodic level readings taken to

monitor the progressive movements. Building construction should be delayed

as long as practicable and preferably until settlement gages indicate

minimal rates of settlements. In general, the fill should be allowed to

consolidate for about 6 months before building construction on top of the

fill.

If practicable, the site may be surcharged to accelerate settlements a1_1d

minimize future settlements.

- 6 -

A generous allowance for earthwork quantities should be made for the

removal of the surface grass and organic soils, and for the consolidation

of the soft layers.

Site Grading

Drainage of the site is important before site development.

Grading work should be done in accordance with the Revised

OrdiJ:l.arices of Honolulu, 1969 As Amended and as discussed

below.

Drainage of the site, particularly the lower area, may proceed

first by cutting trenches thru the marsh to allow a free flow

of water to the proposed ponds.

Vegetation and soft peaty mud should be removed and replaced

with granular material up to about 2 to 3 ft above water level

to forrii a working platform.

The open drainage ditches niay be replaced with perforated

subdrains backfilled with filter rock. The filter rock should

be well graded from 1-1/2 to 0 in. with greater than 90% passing

the l-in. sieve and with less than 10% passing the No. 200 sieve.

The granular material for the working platform should be fairly

well graded (6-in. minus sizes) with less than 15% passing the

No. 200 sieve for that portion passing the 1-1/2-in. sieve.

- 7 -

After placement, the working platform should be proofrolled

and soft spots that are detected should be excavated and

reconstructed.

To minimize heaves, fills over the lower area should be laid

down in thin lifts and at relatively slow rates.

Fills above the working platform and in the upper terrace area

may be constructed with selected borrow soils generally less than

6-in. size and with the plasticity index less than about 20.

The preliminary plans indicate a minimum of fill along the southerly

bo~ndary of the site. In general, fills should be placed to raise

the ground surface about 4 ft or more above the natural ground

water level.

In general, fills above the lvorking platform should be laid in

6-in. compacted layers to 90% of the maximum density determined

by the AASHO T-180-73I test method. In roadway areas, the top

2 ft of fill should be compacted to 95% of. the maximum density.

Fills should be constructed in approximately level layers

starting at the lower end and working upward. Where fills are

made on sloping areas steeper than about 5 horizontal to 1

vertical, the ground at the toe of the fill should be benched to

a generally level condition. As the fill is brought up it should

- 8 -

continually be keyed into stiff natural ground by cutting

steps into the slopes and compacting the fill into these

steps.

Slop~s

In general, cut and fill slopes of 2 horizontal to 1 vertical

or flatter should be used.

To minimize erosion, the runoff from rainstorms should be

diverted by berms or ditches away from slopes whenever

practicable.

The surface of fill slopes sl_lould be compacted by cat-tr~cking

or with a sheepsfoot roller.

Slope planting is recommended on cut and fill slopes to minimize

erosion.

For protection against erosion during construction, it is

recommended that runoff water from rainstorms be controlled by

berms or other approved methods.

- 9 -

Building Foundation

For light residential structures, several types of foundations may

be considered:

Post and beam COIJ.struct:i.on

Where the soft deposits are less than 10 ft thick and

construction is delayed sufficiently to allow much of

the settlemeiJ.t to take place, post and beam foundations

may be used on compacted fill or stiff natural ground

say at the westerly 1/3 of the site. Bearing values of

500 p.s.f. may be used on spread footings on the compacted

surface crust.

Similarly, spread footing foundations may be used for the

deeper soft deposits if the site can be surcharged and a

waiting period of about a year or more is feasible.

Slab on ground

For structures at the northeasterly corner of the site on

top of the terrace, slab-on-ground construction may be used

provided that the structures are not closer than 20 ft from

the tops of slopes and the strength of the soil increases

with depth.

Bearing values of 2000 p.s.f. may be used under spread

footing foundations.

- 10 -

Small pile foundations

Where the soft underlying deposits are greater

than 10 ft or where it is not practicable to wait

until surface settlements become nil after

consolidation of the underlying layers, small

diameter wood or pipe piles should be considered.

Four-inch diameter pipe piles may be considered

for pile foundations. The piles should generally

penetrate about 5 ft or more into firm ground below

the soft muck. Bearing values of about 5000 lbs

per pipe tttay be considered. Pile lengths will

probably vary from about 10 to 30 ft or more.

Foundation partly on terrace and partly over slopes

Soils along the tops of slopes tend to creep downhill.

For foundations within 20 ft of the top of the slope,

small pile foundations well tied together should be

considered.

Foundations partly on slop~s and partly on fills underlain by soft deposits··

Small pile foundations are recommended wherever the building

foundations will be partly on the toe of a slope and partly

on fill underlain by soft soils. The fou~dation piles should

- 11 -

be well tied together because of the downhill creep

of the soil~ at the toes of slope~.

10 x 10 pre~tressed concret~ piles

If the small piles recommended do not seem feasible

in some areas, particularly for the longer piles, 10

x 10 prestressed concrete piles may be used. The

piles should be driven with a hammer delivering about

9,000 ft-lbs of energy and driven to a penetration

resistance of about 50 blows per foot for the last 2

feet. Allowable bearing values of about 25 tons per

pile may be used.

Good surface drainage away from the foundations of ~he proposed

structures should be maintained and the site should be graded

to prevent the pending of water.

Sidewalks

Due to the consolidation of the soft layers in the marsh area,

sidewal].{s and walls may weave and require maintenance,

particularly where non-pile supported structures connect to

pile supported structures.

- 12 -·

Retaining Walls

For this site, it would be preferable to use flexible type

walls, such as crib walls, reinforced earth, gabions, etc.,

because of the anticipated differential settlements. In any

event, some maintenance of the walls should be antic"ipated.

Retaining walls over the soft ground should be designed with

care.

Walls partly over the upper terrace and partly over the filled

marsh should be desig~ed to tolerate some differential move-

ments, particularly along the transition areas from cut to fill.

The bottom of walls should generally rest on stiff natural

ground or compacted fill.. Soft or loose pockets at the

bottom of wall excavations should be re.moved and replaced with

select soils compacted in thin lifts.

Subdrains should be placed behind the walls below the footing

level and should be daylighted at low points.

Fairly well-graded granular material or selected granular

material should be used for backfilling against the wall.

,}

·'

.,. 13 -

Bearing values of about 2000 p.s.f. may be used for retaining

wall foundation~ resting on stiff natural ground or compacted

select fill. The bearing values may be somewhat increased

for the toe pressures.

(_

For lateral earth pressures, an equivalent fluid pressure of

about 45 p_.c.f. plus allowances for vehicular loads and sloping

backfill loads where applicable may be used. The center of

pressure should be considered to act somewh~t above the lower

third of the t-riangular fluid pressure diagram, assuming that

subdrainage and drainage of the backfill are provided.

Slopes above walls should be 2 horizontal to 1 vertical or

flatter.

Utilities

Underground utilities should be installed after the fills are

constructed. Utilities should be constructed with flexible

joints.

Gravity lines should generally be designed as steep as

practicable to allow for flow should sotile localized sags

occur.

- 14 .,.,

Roadways

Roadway pavement construction in the lower area should be

delayed until the settlement readings indicate minor rates

of settlement.

In general, for light automobile traffic and drained subgrade

conditions, an estimate of the roadway pavement thickness may

be as follows:

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

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

3. Subbase course - 6-in. select borrow.

4. Borrow - 6-in. borrow over a

prepared subgrade.

The need for a subbase and borrow will depend upon the materials

used to construct the fills at the site. This section of the

pavement will depend greatly on field conditions.

Local adjustments regarding subbase requirements c~n be made in

the field in accordance with the design standards of the City

and County of Honolulu as the various soil conditions are

encountered at subgrade levels.

- 15 -

It is recommended that subgrades be compacted and shaped to

drain. To avoid the ponding of water and softening of the

subgrade at low points, weep holes should be placed at subgrade

levels thru the walls of the catch basins which are placed in

these low areas.

Unforeseen Conditions

Because of the variability of soil deposits, site improvements,

designs and construction techniques, 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 so that the

designs or the cot1struction methods may be modified accordingly,

if necessary.

Unforeseen or undetected conditions such as soft spots, existing

utility trenches, structure foundations, voids or cavities,

boulders, expansive soil pockets or seepage water, etc., may occur

in localized areas and will have to be adjusted and corrected in,

the field as they a:t~. detected.

Site Regrading

After mass grading work is done and cuts and fills a:te made

according to the grading plans, regrading at some future date

should be avoided unless done under the guidance of a soils

engineer.

- 16 -

PROPOSED SPECIFICATION FOR EARTHWORK

PARKLANE COUNTRY HOMES

General Description

This item shall consist of clearing, grubbing, preparing of land to be

filled, excavating and filling of the land, spreading, compacting and testing

of the fill, and subsidiary work for grading the site.

Clearing, Grubbing and Preparing Areas to be Filled

Trenches shall be cut thru the marsh to the proposed ponds to allow for

drainage of tbe site.

Vegetation and soft peaty mud shall be removed and replaced with granular

material up to about 2 to 3 ft above the water !evel to form a working platform.

The trenches shall be replaced with perforated subdrains backfilled with

filter rock. The filter rock shall generally be well graded from 1-1/2 to 0-in.

with greater than 90% passing the l-in. sieve a~d less than 10% passing the

No. 200 sieve.

After placement, the working platform shall be proofrolled and soft spots

that are detected shall be excavated and reconstructed.

Fills shall be constructed in approximately level layers starting at the

lower end and working upward. Wh.ere fills are made on sloping areas steeper

than 5 horizontal to 1 vertical, the ground at the toe of the fill shall be

benched to a generally level condition. As the fill is brought up, it shall

continually be keyed into stiff natural ground by cutting steps into the slopes

and compacting the fill into these steps.

PS-1

£:" ......... .

Mate_r,:i,.tlls

Granular fill material for the working platform shall be fairly well graded,

generally less than 6-in. maximum size with less than 15% passing the No. 200

sieve for that portion passing the 1-1/2-in. sieve.

Fills above the working platform shall consist of select borrow soils

generally less than 6-in. size and with the plasticity index less than 20. ·The

soils shall contain no more than a trace of organic and deleterious matter.

Fill material placed in the top 2 ft of fills shall contain less

than 30% gravel.

Placing,_ Spt:e_ading and Compacting Fill Material

The selected fill materialshall be placed in level layers which,

when compacted, shall not· exceed 6 inches. Each layer shall be spread

evenly and blade-lllixed during the spreading to attain uniformity of

material and water content within each layer.

Rocks or cobbles shall not be allowed to nest and voids between

rocks shall be filled and compacted with small stones or earth.

When the water content of the fill material is.well below the

optimum for compacting purposes, water shall be added until the water

content is near the optimum.

When the water content of the material is well above the optimum

for compacting purposes, the fill materi~l shall be aerated by blading

or by other satisfactory methods until 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 AASHO Test

PS-2

No. T-180-731 or other comparable density tests. For fills in roadway

areas, the top 2 ft bf fill shall be compacted to 95% of the maximum

density. Compaction shall be with sheepsfoot rollers, multiple-wheel

pneumatic-tired rollers or other acceptable rollers which shall be

able to compact the fill to the specified density. Rolli~g shall be

accomplished while the fill ID,aterial is at the specified water content.

The rolling of each layer shall be continuous over its entire area and

the roller shall make sufficient passes to obtain the desired density.

Field density test~ shall be made to get an indication of the

compaction of the fill. Where sheepsfoot rollers are used, the soil

may be disturbed to a depth of several inches. Density :teadi~gs

shall be taken as often as neces~ary in the compacted material below

the disturbed surface. When these readings indicate that the density

of any layer of fill or portion thereof is below t.he required density,

that layer or portion shall be reworked until the required density

has been obtained.

The fill operation shall be continued in 6-in. compacted layers,

as specified above, until the fill has been brought to the finished

slopes and grades as shown on the accepted plans.

Excavation

Suitable material from excavation shall be used in the fill and

unsuitable material from excavation shall be disposed of.

PS-3

Unforeseen Conditions

If unforeseen or undetected soil conditions such as soft spots,

existing utility trenches, structure foundations, voids or cavities,

boulders, seepage water or expansive soil pockets, etc., are encountered,

corrective measures shall be made in the field as they are detected.

R~~y Weather

Fill material shall not be placed, spread or rolled during

unfavorable weather conditions. When the work is interrupted by

heavy rain, fill operations shall not be resumed until field tests

indicate that the water content and density are as previously

specified.

BORING LOGS

The stratification lines shown on each of the boring logs represent the approximate boundary betwe,en soil types and the transition may be gradual.

Symbols

Symbols used generally are in accordance with the Unified Soil Classification System.

Where a parenthesis "(MH)" is used, the soil sample was classified by visual observation of the sample recovered.

Where no parenthesis "MH" is used, the soil sample was classified from either the Atterberg limit or sieve analysis test results.

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PROJECT PARKLANE COUNTRY HOMES Drill•r ·v..~. L..UM ASSOC..,I~v. Date l?E:'C.. "Z'Z I '11?

LOCATION Waihee, Oahu, Hawaii

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M~ou.IM MOT'[\.t.P c;.,F._/>..1 f?Mw.J ~~ t.:r'1 '-~Ai __ '1.1/ a.,r:..t>•'le...,. r £;.~~'-'-':1 i s~tJp

1VI~Pil.IM- SofT MoHL-LO o,p..p.-f ~ll-f'1 r::.t-A'"/ "'/U .. Ac.(..'J oF· li'EI~OMf'O'X;V MIJ" f 6.RA,.tL.

Meotl..lM- sn f' F-Molt L.e';(' C.., RA"' f\ t;-p D 1 '> r-1. F!ll\o v.J ...1 ?ll.-11 t.L-A'1 W/ffV.C,t~ or t?e&oMI'o$€;17 ~oc..~

'e.NP OF- f'JOitiN" e.- "Z,I.:;' l'l.·'Z'l·1~

*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.

-s_

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--

---

IS, ·-- -z··., s

---

-

.

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l . r:: •

~~

1o

,.... PENETRATION DATA d)

~- ~ Standard ~ ':;; Penetration Test

o"! ii ~ N (Blows per foot) > 0 10 20 30

- 0

- b

!'Lisl-l; . \.S

r>J; .I I ' . "tl. s

WAI. TER LUM ASSOCIAtES, INC. I 3030 WAIA.LAE AVENUE • HONOLULU. HAWAII 96816 • PHONE 737·7931

BORING No. .~ . - Sheet No. --- of ---

Drill•r·\N.t..UM A~-soc.. INC;.· Date :v.>ev:1 ~· 1\ I'P~

Boring Log PROJECT ___ PAR_KLAN_· .... ·_E_C_O_UN_· _T_RY_H_O_ME_S ____ _

LOCATION Waihee, Oahu, Hawaii Field Partv Mf::"'ff::P... KA:u :·o!V\oi'l - ---·-···- ... _ _.:;T;:a;:x:.:~Ma.!.p__;.K.::e.::y.:::.!.-.:.:4.::---7.:.:--0.::6_:_· -2-0----- Tvpe of Borlng-·Aut..e-"{~4ft~Atl~;.m • .;,._ __ +.;.._" ---..;.;_......;;.;;:

OH

(?WI)

DESCRIPTION of:

--·t:.,.,·.,..,,_. 4'+ .. *---- .! __ .., ....... ,..,.G.. ·--.u---.. -0-

-·-

:50f.1-~F.'A1--:--· __________ :_. -:o, ..-~·!':.r,o.--··~·; .... :.;-;-~.::.s-:t:'.;:.~-· . ' ,....

,._.,,...... __ --04 ,_.,.., _ _._,.__ I. cl-"-·-- -

i *Elevation estimated

from grading plan by Gray, Rhee & Assoc. dated 11-29-73.

. - !1.~? E>_

Elev. G.+'.-t "*_::_-~::··::-~·::::-·::~: .. Datu.m -------

Drill Bit · Tv·PAA6 -

- --lb:!.Ql~;

Time_· ----1-----1---~---+---. Date TZ-·1·1?_ l'l·ti~H

,.. ct

~4 a ..I ....... "" . ......

PENETRATION DATA

Standard ., ~ "o. 9. Trh N _ Penetration Test WA\..L. ru~e"-

_ ?AMft..f:'f' .. "! ~ o.. N (Blows per foot) > 0 10 .20 30

_:•/ ,_.,' ~-'/ o-5·

l

I,..\,~ l,tQ&.ll17 L. t~•T _

r~.-:. PL.M '" L.aMIT __

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

Boring Log ,_ BORING NO. =:: 4 .. _: Sheet No. of __ .......,_

PROJECT __ . ..;:P..;:ARKLAN=_....;..E_C_O_tJN_T_R_Y_H_O_ME_S _______ Driller ··_w. LUM A7Soc;~·~l~v •.. Date NOV. 'l1 t'li '!>

LOCATION Waihee, Oahu, Hawaii Field Pertv : Mt1f:F--. KAJ ... Tax Map Key: 4-7-06: 20 Type of Boring. AU~E:l'o.('&~ftt) Dlam. __ +..~.-" ___ _

------===-==~.:.;;,;;;;.::...;,_...;._~..:....:.------- > G>(# '± -* Elev • .;.,__---=----~··Datum-------

Drill Bit <F C.· 17r<:.ACa HAMMER: Weight_...;;{~·~,;..;()~-~;;;;.-···------------ ---=---.---"--r--~----:---

Water level ti;ftc.f;;17

Timi -•• >

Drop•--~~~~0..;;:~F.::.;;.;.:. ·:;.·· -::-::=-=-=-~!'"""":":~-=--~~--- I _'2"~ ~ .. 2· o.p, Ti=ttiJ .WAt..!.-_t~~e ~-- ..

SAMPLER: __ ..!.'Z;..".z.;~.z.:.· :.all-.''...:. ~::;.T.L:;A;:;.N~t:'::::'A:.:.;R:::I7:...·...:· -~::..~P...::I..;.:.l..:.T...;5:::.~rj~..::i?:.:O~N.;:.__ • I I I --- .. -· Dahl~ ll·l. 7. 7?

(Mrl)

2 DESCRIPT.l.ON :£' . e. • I of- -.. -=* -·---& . L..e-J._,.._C,G ____ __, ___ CJ_.

t

l

--

\0 STII""F- -- . .. ... ·- ---1....;....._ t..rc:,rlr.-MorT-t.e.7::e.MwN -·= .. _ -z·s~ GI..A:tf:-'1 ~~IL.T.. -- ~ ~- ---

~"owtJ 17~G-0Mf'o.:r.~l7: rtoc-K. f:.NCJ Of PJORING; e. ,,,s, l\·~1·1~ ...... -- ....

*Elevation estimated from grading plan by Gray, Rhee & Assoc.

·dated 11-29-73.

--:....

IS --'Z'!s -

-

.

ci i z . 1: 13 .. .. ..:

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E -~ !21! lA. ~ 3:

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4·17 - C.o

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~.~ .; 8 a..J .. ...., ~j ~u.: ;i·..;

c:.,; I»~ ~0: ~c: c: A. ..

Q ::1 >

- - -

- - -

G.S ~~4-0 -

PENETRATION DATA

Standard

' Penetration Test

N (Blowa per foot) 0 10 20 30·

l

J

1·7."0-P. THIN . WAL-l. TLI&e . . .

.- 7Atv\rl.tf'. ~- -~

46 e.J...oliJS/O· & ' ..

~-o.s S/c , "·s

s, . s, . e, · 10. S IO.'i> '"· 5

--•r-----------------------------~----~c··---~-----~--~-------.·•·.,.,,

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

BORING NO. .. :; ·Sheet No. of ----

PRQJECT __ _:P..:.ARKLA::.::.:::;::._NE.:.__C.;_Q_UN_TR_Y_H_O_ME_S ______ Driller W- t.tJM A<;~()Ci.,UJll, Dele .l'~e..-1~, I 'l1"J

Boring Log

LOCATION Waihee, Oahu, Hawaii Field Party ·Meie~. KAu, ON\ol\.l - AllGte~' Mo~>,~.... ) +" Tax Map Key: 4-7-06: 20 Type of Boring \Mt!:JUI!!iMAIJ Diem. __ ...;_ ___ _

~----~;;;::.~:;.::...._...:..,. ___________ Elev. _ _:7~0:.......;'1:.~~~-:""--..;_·· ·Detum -------

HAMMER: 140 "4 Drill Bit .T·'-· t?!(.A~ Weight __ '>_O-::.,~----------- ~w~.,.~r L:_eve~l:::+~-~:;~~~:::==...,lr-----r-1---;------Drop .z"<;;--z. .. stAIJDA~P ?rL..LT 4rooi\I Time - I

SAMPLER: :~'' '5 • ~·· o. E7. THit-1. WA\..t,... lll~t Dato I'Z.·I~-1~ _ . •

~ PENETRATION DATA

v..-:. ci <II

I :;" 0-17. THIN c 0 .: E <S Standard ~

0 ~~

~ Ill' z .. c :v 'y../AI-1,.. TIJ~f;' .. ~ I-.e> c ~ ~~ 1.1 Penetration T eit

1 :; ' .. &..; ..!U.: jji..; DESCRIPTION <S ' ii ?AMrL.e-~ ..c Cl. ·3: ~ -~ !~ cv ~~ ~ "'

~·= = ii E E ~..:

... ·e.L.ev.: 1o'i ~ * " .. cl!l ~Q. ;:: ~Q. !i a; N (Blows per foot)

~L.Ov.JS/0.& :::.~u .,a ~-c:,·~ c :::1 > 0 10 20 30 .co

?OPT, ~AA"1 ------ m ''\ 1,.1.-;.. S"' 1''--:.. 4<;. ~So :--_ 11e..r.lr::o t'L.lsH

OH __ .O~G,AIJIC C.I.A'tS ·4 $1 l:.T.S . ...::..~ ~"<S

~] f1'A ~e; (#(', - 1'tO

. ---·---. -- - -· ~ - ~ <-40 \.o' CtiS -

?Ofi I G!rt./1>.1 ; e>"-O'NN - l il I ..

(ot-t) o~'"'ll.tJI c. &;A.N.rrt .:;1 L-1" s_ II~ 11 "-'I Gj (Vo.v E:a •• 1~~ij '2·~~ S·e> - n - - - .,,

1-0

-

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., --I· 1 :_J,

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U14 ?OrT, ~RA.1 -(Ot·l\ Of!-<aAto.hv C.t.../'<"'1S i ~ll..t~ L;

W/ SAt.l~ - tt~ 1(,. '2''ss S-17 - - - - 1--

i.-ooSf:.. C,..!t/1>.'1 - '>~ 1---1

. (~M) ?iV\1 ?A.ND t GtRAvet.- -,, .. :

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(?M) I..OoSE;;, t:..fl.A1, ORGtAIJ.Ic... .~ . ~I ?u ... T1 '7AIJr::o W/So~~ C,FI..A"f, Dfi~OMrosf;.D "" "'"'

'Z'~s ·I ;-e. - G>l - - - ~~ -1 ·i -~ -

- {.'\ "' • I

titR-Ai t l.IG.Hi I? Ito ¥oJ.J 'Z~ . (l\ i

~I t7~c.oM("oSeP l...A>JA Me.- I<.. '2·ss [) ~·

'Tf 'Z.~ i· (' - - - - ! S\Vf"t GtRA.'/E;!..- W/ SA•·IL:;'

. -e. l-ID [?Oil,&N~

I -0~ e..- 'Z(,.~

~~~ \'Z.•I ~-7~ L,.L,.-:. \...IQU 117 l I MIT

·e FL.::. \'\.oM 1-rl~ I IMI1

*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.

e \l..)

-z ....:.1 __.)

L ~ <! 1:)_

WALTER LUM ASSOCIATES, INC. I 3_030 WAIALAE AVENUE • HONOlUlU. HAWAII 96816 • PHONE 137-7931

Boring Log BORING NO. · G. · Sheet No. of ----

PROJECT PARKLANE COUNTRY HOMES Driller ~W. l..UM A~$oc., tt.JGo. Date !:?f.:" C.· ~, l 'l7 ~

LOCATION Waihee, Oahu, Hawaii

Tax MaE Kex: 4-7-06: 20

HAMMER: 14-0~ Weight -~o"·.

Field Party- M ~'1tJt.. , K.t:>.Ll 1 OM 0 ~I .. A·11'-tl'.rtJ.o6n.e I .::!-"

Type of Boring \.1"1 \M;IIJull;MAHioiam. --..:.' -----Eiev. . Sb't "* Drill Bit ·. T [.... t7f<.AG.

Datum-------

Drop 'Z"<S?· '2 •· ?Tt;.l'l%t<.t' ~£1..-11 t&ooiJ

SAMPLER: -~" s - ~" o.t;;>. IN IN t..L.- T f:: .

w-';:+1~ I Date. 1-z-~-n _

7M.

(oi-l)

OH

DESCRIPTION

. '"" ~ &-t..f:\1.: se. - J.. -- . ~~ASS ----- -

--

__ ?oF-T_,:.::Gi.~ '1 · _ ~·? .. _OR.GtANII: ..... Gt..A1.S:~~ $1i.,1S. _

-w;.poc:.Kers- ·of' re-A.T. · ; _ "?"?

_LOO?.E;:,_c..~'t -~~owN. .­?t!.l't ... SA.NP-(OR.G.i\t>JIGo 1)

!:;.Nt? Of PORII'-lGt ~'Z'"'·' I '2. • ".1 • 1 ~

*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.

--·-

---

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6i PENETRATION DATA

I ?J 'lo. D. lt-lt N Penetration Test WA~I.. jL.IE>€::

:;; 1 Standard G>'o.J ~u; G>"! i '"' N (Blows per foot) > 0 10 20 30

-1'2.0 tOo 100

140 140 1 So 180 -:ao

lBO ~oo 1 So \'7.0

\00

lr • 'J., 1.0

?Ar·llf'i-~ f'.

HA.t-.1!7 rusH t~s'

HAND t'u?H I. s'

~I A.N t7 f'J ~~ \.!ij

HAMMt;F!.. j?Q\JNG~o;.

----- •. , ......... -·· -·----------~~ -·-·--------------· --···,--- ... . -·· ·-" ---· ·--··· -·- ..... . ·- ··-· -~····------, ..... ----~-----~-==.

WALTER LUM ASSOCIATES, INC. I 303~ WAIALAE AVENUE • HONOLULU. HAWAII 96816 • PHONE 737-7931

Boring Log BORING NO. · 1 Sheet No. of ---

PROJECT PARKLANE COUNTRY HOMES Driller !N.LUM A'??O(i.,lfJv. Date . .17~. 'Z.f>, 1"!1~

~OCATION Waihee, Oahu, Hawaii Field Party-. M~1e~. OMO-~.X~ t..~OIN _...:;.:::;;:::.==..;~=;::z_...:::;:;;;~~------ . lki, (MO~\Cti ) ?>"

Tax Map Key: 4-7-06: 20 Tvlie ;,r Boring A ~ !{ll~hl!EMA.I Oiam.· _ ___; ____ _ -----~~~~-:....!:~-~~~.......::::.:::..:~:.=..----- ~c. 't. '* -- -

Elev •. · ·---- Datum -------HAMMER:

1. A ~ #_ Drill Bit ".T· C;. P~§t

Weight_~""1""L-'..:...;:;__;, _____________ ---..,.=--.---.----..-----=----'?0" Water Level_ 'i$J1c..g:.p I I I I

Drop~--~'Z.i:-ri-" ~'5.---· -:'Z.:-~.~. o~. 1?=--:. -~, 1'"\:T':"':• N:~":"::Wo;-A.~\..:-:L-~_-:"(~ilT:~::-:e:~-. -- Time - -

SAMPLER: __ ..;.'Z:."_S'-?'-=-· .,::'Z_" ..:?:..:T.:;;A:.:~:.:I?;;..!A;;:.,. F-.~P_:;~.~,.r .;.J..':..~I.....:'7;,.jf..:O..:D~..l;......_ Date yz.-z.~ -1 ?

Mt-\)

~ OESCRIPT_I_ON .:;

* e ~e~-~.:. G>G.'.±.. J,. :~o a

Me-t:~n.IM -ro <;'!'LF~ Morn ... ~ ~R.oWIJ G..._~1f:."t $1L.T W/. _ t7!:;GOM?o~et7 ~oc.l<.

--t...-IC.,HI fAJ I?RQwJ ~ I?I....AC.I<.

!71::vOW\ i"O'>I::17 ~OC. K IS_

*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.

-

~

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~I

~\

'Z'~s

t ci ;: z . 0

~..; 0 2 . u

" u ~~ ii 2~ "'"" -I.! au sii! E .. I!. ~li Jj ;: i ell.

a ;:;,

1·A - :71

1·~ -

1-C:. l\0

1·17 -

1·f - ;~ -

.... PENETRATION DATA -~

:.1 Standard .. ,. Penetration Teat ~-..;

"'"' 1:1!. N (Blows per fOC>t) .. > 0 10 20 30

- f-­

f--

I

I '2.'' o. P Tf-ilr4 V..IAL-1... Tu !!>~ '?AMf\.e~ .

40 (?UIWSjo. S>

<:e.; I IO; • ro. s 1a.;.

----.--------~-----------·-----~

WALTER LUM ASSOCIATES, INC. I 303!) W'AIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931

Boring Log PRO~I~c, I .,._ NO. -·· ~ Sheet No. of ----

PARKLANE COUNTRY HOMES . ·LAJ.L..UM Asi v;·-u..tv~ --·- t;;>ec..·'l-1 1q1~ PROJECT __ ___, ___________________ Droller - 0 • Date ..;.·-..,.--.:..' _.;.. __ _

LOCATION __ w::.:;a::.l.=· h:.;,. e::.e=.!.., _O::;a::.h""-_ u=.!.., _H::.a::.:w;::_ .. a::.·=.ii=--------- Field Party -.? u 'Z.Ut<.l , <? HlG! ~N.t>:~ A • '-Ho N . C.ONTIOJJoU<; ,., "

Tax Map Key: 4-7-06: 20 Type of Boring ·.re.Neyp.~>onotJ -Diam. _ _:_...:'-=-------

HAMMER: Eiev. · 10'±··-*- -- Datum---------

140 # uD'r~iii~B~it__:;;;;;::::=:;::==-~--~--:----Weight_...:,..:...:.,.,_-...-....;..-------_.;..---~0" Water Level Mf:Muft.t9 Drop-_....;. _ __,.________________ Time. -

:'2"- 1:71AM. P.>I...UIJT ""'OINj SAMPLER: 1 • Date ;;..-"Z.;..·.;.'t.;.1·~7..;.~..J....--....L.---"----..J....--

DESCRIPTION

·e~.-~.:. 1o't :::7, "* -'-

---

:; -----

I.!.£_

----

IS -----

• '2.0 ~I'll:' of' reNE:;fp,.Afao..l &t-z.o--\"1·"2.1·1'!> -

*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11~29-73.

.

0 z ., 1i E

JJ

.: ,; c ~u.: 8 ,;

c..; Q - .. .!lu ~~ :z.,_ lA.: ~..: i Q

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PENETRATION DATA

er.umat cor-IT•r-ifllot.ls . Penetration Test I N (Blows per foot) 0 10 20 30 40

__ ,..•~<-···~-- .. --··-~----------------· ----...... -~--_...-~ ~- --~----· . ____.._...... ---------~-·-~·--- -·-------~----~-----

<-. .;:>y .. ,·~ ~~- r:c{;;' ;.----_,i::-:~-,_~::-~:,:~~- ::. :~~- ::· . -- - ~~-} --~' -.. ; .

WALTER LUM A~StlCIATEs:-INC. I 3~ WAIALAE AVENUE • HONOLULU; HAWAII 96816 • PHONE 737-7931

PR.Ot;1..t~ ·-NO.· ··-z: ··Sheet No. of ----

PROJECT __ ..:P:.::AR::::.KLANE.;;;.::'::''".:.::... ·'_:-G;;;;O;...;UNTR~;...· ·_y_" ·_H_O_ME_S _________ Dril~;:w. !..'iJM A~~oGI.,Il·ICI .. Date Oe:;c-.1.1, 1.,1~ -~-:- '

Waihe_e,· ·oahu, Hawaii Field Party-- ?t.l"t.LlK\, <Sth&~e!-lA~A , ct-lo!N LOCATION - - -_ ~ol\lfuJiloU s ... · _ . "

Tax Map Key: 4-7-06: 20 Type of Bciring :~re-1-le!f-A!iON .. -~::~rllam. _..;;......;;'Z;;.._...;,_ __ _ _____ ::.=:::....::::!~.=:.....;... _ __;,__;, ________ ,..._._ ~ c. Q._ 't "*-· --· Eiev. 0 ·---Datum ------.--

HAMMWEe~rg: ht l:+Q~ .. < Drill Bit

___ .:,..~~...:..-o..:...,.,•·_= •• ~:.,.,::--------------- Water L~l ~tA\illi£t Drop Time: -

SAMPLER: ~'2" t:'IAI'V\-:-::P,t;loh-i1'.:::::r.o.ri-l1-::----::-:--- ~:- .... -- Date!.oJ'Z.:.;·:.:-z;1.:..·..!.n.::..;;J;;===-'..;;;..---L..----1L..---

. £ .. - ., DESCRIPTIO_N ~ j

-~.-- ..... , -, a.'.f- .. -~- c .8 ............. :._ '•l>t;J -·"" -------0-----

::­':-

-:.-

? --,....

·-:­

'.!£_

.-. ;_

-~

i& ----

I ~

_ _f;NP_O..f:__P-E: ~f:.:(I~.ATlot • .t~_l_'f._S. 1~ -_J'F"Z1-.::n-:------------ --·- ----

*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.

: .

.

~ ~

!If. i

' ~ 0 .. j~

u ., • u: ~ . .,.., g"i .. ~

~..: 0::11. "II. ..

c :1 >

PENETRATION DATA

lllmldll'l& col'l!r1tJ 1ous , Penetration Test

N (Blows per foot) 0 10 20

1 J

30 40

1--+-~~ ·~ 1/o.S I

\ I

l !¥A ~ ~ ....l

e.

---~----~----------------

WALTER LUM ASSOCIATES, INC. I 303P WA.IALAE AVENUE • HONOLULU. HAWAII 96816 • PHONE 737-7931

Boring Log PMe•l'-\'-1 ~ eaRI!IIG NO. ----- Sheet No. of ----

PROJECT __ ....:.P::AR::·::.:KL~ANE::.;::__:.C.:.Q.:.UN.:.:..;:TR.:.:..;:Y_.:;:H.:.Q::ME~S------ Drille;.W. \...UM At;<?oCt. lNv. Date t7£:;C.. 'lo. l '11 ~

LOCATION Waihee, Oahu, Hawaii Field Party ?t.\tut<.\ Kt:t.K.tl, OMo ~~

--:.:.:.===~-....;:.=:::.:::.~.~===-,__------ c.oi::ITd'lOotJ$ '2 •. Tax Map Key: 4-7-06: 20 Type of Boring eer-leH>MlO~ Diem. __ ,;;._ ___ _

_____ ....:.::::..:.;;~_:.;~.;__.;._;___:.~....:.,;;._____ . 11 , -± * .... .. Elev. _;__ _______ _ Datum-------HAMMER:

Weight_~l4---:o:O-~------------ -----,,.,.,.,.----.-----r----..--.....,...--.?Jo''

Drill llit

.,_ ':::f.1::·1 I I I Drop~---~------------------------------'Z." 171A. M. ~\...UNT ror!Ji ·SAMPLER: __ ...;;;__;__;__;.;__:.;_;,_...:........:........;.;....:...._ ___ _ Dato .I '2.·1-o • ~

DESCRIPTION

·.e~..~. :. 11' ± :t. *

e;tJD of p~:tJ~r~ rrotJ e '>'l. s.' 1'2.·'2.0-1~

*Elevation estimated from grading plan by Gray, Rbee & Assoc. dated 11-29-73.

----

S> -.,..

---

I~

----

IS ~-

----

I~

----

1.~

----

I~ ·­-

..

PENETRATION DATA

0

~ ~ ~ ~ ~ot-~1•.Jious

~ 0 z v ..

Pe:netration Test .. ., .!! .. ...; 5~ ...:u: ;li..; c· a. ~I.! !<I! cv ~~ G>"! E ~ ... ~..: 1! ... ca. N (Blows per foot) Jl ~ ..

t;'l ::I > 0 10 20 30 -40

1/1.0

1/ o.s' 1--+--+---+---+---+---11 I I l-~

•I o.s'

'2. 1-o'

'? (.0

J

1--4-.---1 I o o. 5 '

WALTER LU~ ASSOCIATES, INC. I 303P WAIALAE AVENUE • HONOLULU; HAWAII 96816 • PHONE 737~7931 ' ~l:.--::::--':·_}"·;;._-.,.:·· - ··- ·' .. , - - '.

-~ . ___ -. ~~:_ ~: '-~: i \~~ \' -.: ... ·-:: ~-::~:; ~~::?;--,:~;-~-~~:>.:.

Boring Log rc::: ·:·;; _.;-_;·- .;·~.: ; p N.c.; . .:.:: NO. - ----4-::=~=~(.:._Sheet No. of ----

- PARKLANE ·coUNTRY HOMES - N.L.uM A'7'"-"":-ri'lc.. ··· 17~"· '2.7,111?1 PROJECT ______________ __.....__. __ ....__ OriiiH -· - - -- -~ • -·--·-oate _ ___,_,:_;,.,;_...,...~

LOCATION Waihee,' ·Oahu, Hawaii Field Partv-::_::_<;J.ttll\5C::;~?~FhliieN~C:S.A , G~ON - c.<!~N11ldUJ; - . ·: ---'2. II

Tax Map Key: 4-7-06: 20 Type of Boring --~e~"'-bTII.A!IotJ.~:~--:::.:olam . ...;.;..;·...;.,;-;;..;.......;.;..; ..................... ______ ...;,.....,......:.,...,..._:. ............................. -------..,...-. Elev. --=:· 1-z:'·:±:~~~::::-:-:::::-----:--:~--Oat\im -------

HAM~~~ht 'i~Qi- Drill Bit

· -~:0 .. ~-- Water Level ~·lA">uUD Drop, __ ...:;,..;,;;;;;;;;;;;;;:=-..;..-----__,.----.---- Time·

SAMPLER: __ ..;;.:~'Z::;.. .• ;;;;, __ :~;;;-t?;;;,;.fA;..;. -·~tvt;;.; ... .;;;·~.::;;,;;·~;..;;L.-;..;·u::;..·tJ_· .:.;l::;..:·:.·;;;;.-p:_o_r;.,. . .J;..:T;;;;,-··.;;;::;;;;:=;.,.-,;,.·---;;;;;-.;;;;,.,.--.,.---;;;_--- -- - --- oate--;:.;l-"Z.;,;.·-~~,~.,.·.:.;1;;;,;~:,;;.~~t--""'-....... -;;,;·;.;;---... -... ---... --;.;.-~·:~ ... ~~~~_!'"~~~~~_i~~~---

. '.-

' ' ~~ 1 I

::--

;:.... I!-. I

!'-i !

tr­IO i ~

:.-\

i,.... :,...

.-15 I

~ l-~~

:---~

I

:-.-

:....

_ __:_eNJ7.;::0F__:_:f-ei&~TRA:fiOI•l::.JeL'2.A-~ ·-: ~ . ----=1~:<:::'%1Z:..7-~====:--· d- ···-----·-· ••

*Elevation estimated from grading plan by

-Gray, Rhee & Assoc. dated 11-29-73.

0 ~ z .. c 8 . .. &;j ~::i -a ~If! E jiL ~a: Jl ~ g

PENETRATION DATA

~ .. ..... col'olru .. h11u.s 13 .. .. ...:u: .:s..;

, Penetretion Test c.,; G "!· §a: CA. N (Blows per foot) .. ::I > 0 10 20 30 .40

lq "·$ s· '"·

-~ '-+--4---., 44/o.s'

L=~'ll/ll.s·

'-h lllto .. l5'

. . --- ----·-~·········"'·•"-·--~-'------------ ·---~~-----.. ~~------ ·--'-·------~-----~·--~-- --

WALTE;'LU~Ji;~~~,,.,E;,~~.~c. I 303P WAIALAE AVENUE • HONOLULU. HAWAII 96816 • PHONE 737-7931

.- -. ~-~J:·:<} ·:-.:.~~ ,_ -~- -~~~};~~§}Y:±~~~t: ~:~~;-~~~~ : ,'"

Boring Log~1J};Jf.l:;t-;·:"::n·[-,~ _ 5 ~ NO. - ·Sheet No. of ------Ill t ,I 1\.A A~,.. C. ..Jv-··· .. - \1e-(, "l Q 1~ Drill., -f'l' \oo'U , .. 1 ,....-r>_O · ·,.I ·· ·· ·-·-- ··Date · • -0 • I 1 PROJECT __ .. _._PAR_KLANE _ __....;_C..;_O.._U...._NTR_Y_H_O_M,...E_S ____ _

LOCATION __ ..::w:.::' a::i:.::h:.:e:.:e:.!~:...···:.:O:.:a:.::h:.:u:.!,:.....::H:.:a:.:.;:w:.:a:.:i:.:i _______ Field Party· ?l.it.uK I , OMO~L. r."'Ai<..u .. Gol-ilat.lilolls n "

Tax Map Key: 4-7-06: 20 Type of Boring :Ff;Ntilf!..O.J}ot-1 ·· Diam. ___ '-::;;.__..__ __

-------------~--~------------------ - 11'+ ~ Elev. -- · · ·- Datum-------HAMMER:

Weight·_-;[~=~--~-a~·==~----------...,...-....,... _o,...;;il_s_;'-..,...,:----r----.----r---:----!1.::::>-~' .. :- Water Level~~M.IIIZ.£0

Drop1--~~~---------------Time;;.: ___;_...;;..;;.~....;.;.;;.;.;.;.~___;;....;...;..;.;~---+----

SAMPLER: 2:" -~rAM ;~_~L;;LlN:C f='OJ.~·tf -·---- . --------- -- .. ____ .. Date -.:.;~-t:.;.·.OZ.0.:::::.;..'1.~.::!1:...L..---.....1..---....J...--....&..--

·:-

---' -

:;,~ -·-~

·-l_

10' I~

'-

.­;.-

-IS -,_

---

1.0 1,......;.-

---

·-'l.G ...,......

:-

---,...

~a ,1-

et.lt' .. Of":_ P-eloiEiTP.Aftotol &.~o.5~ 1"1-1.0 -1?1- -~-- _____ _:_ ____ .:__ --

*Elevation esti~ated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.

-

..: c ~

!at 3:

~..; Q~ i!;-A. Q

~ ~ ...:...: g"i CA.

::;)

J..; .. "! CA.

>

PENETRATION DATA

f!ialdllrlt-(lorJfu-.1 ut Ll s- __ , Penetration Test

N (Blows per foot) 0 10 20 30 40

1/ l.o· , ,.;

[ 4/o.s'

n

WALTER lUM ASSOCIATES,<INC. 303P WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737·7931

. -r~t'"r·"~~':- . - --. _0~ .• -

Boring Log • •·- - - - ,, -- -=~~- G, 'Sheet No. of

- PARKJ..ANE COUNTR-i 'H_QMES ul ''M A~ 1~1,- - ~;-· a PROJECT ____________ ..__ _ __.._....,.------ Drill.r-_r'l·l-u ~-" 170.v·~- 1"4v •• __ - Date D ..... v.'2."2.,l,1'=;

LOCATION Waihee, Oahu, Hawaii Field Party-- ?IJtLIKI, O?rli"O: --_ __;.;..:;;..:.:.:..:..:...:._:..:...;.:.;...:.__;;;;..;..;;;:~----'----- coiJ niJ uo U$ '2. "

Tax Map Key: 4-7-06: 20 Type of Boring ret.lfrlRMIOiJ u Diam. __;..._...;;;...__ ____ __

G>Go 't: ~ Elev. --~..::;_ ___ ......;..._...;,-- ·Datu_m -------HAMMER:

Weight __ -:::'t:-4:_0'::"" ___ ~_:~:---._· ------------- -0

-'

1

-

11

-

81

-

1 -=.----....-----.----r----:-------<:~. • Water Llivet~J'ASI.IR.Eei

Drop--~~~-~-0~-~--~~~~-------------SAMPLER:

~ a; DESCRIPTION .1: ]'

· : :et..e.v,_~~-:-~G~t-:=-;J;~~~o~:.t~ Jl

.-'I ,:....

-·-

5 \ ·:: ·:-::--;-

:-~

.­' --

·-....

15' ---

.­·--

.lL_

__ et-l~:>..:::of-_:_f'eNf<fF.Afw!ol.:.e-'..:::-:z.o:s::: -: -J."E-"'2."'2.~1-"? _________ --

*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73 •

. /

.

:.

0 z .. Q. E Jl

~ .. ...: a· -I.! ~a.

Time __ ---+----4---+----+---Datt J'~·U ·1l

., ! " ! . 0 u .!0 tto!U.:

!~ ~~ ~,.; ~ ;)

'S PENETRATION DATA

~ £ .taml!a!Et CON'fii'J~OU';) - -------­~ -:z: , Penetration Test I .. "! " a. N (Blows per foot) > 0 10 20 30 .40

11 'l..s

11~ o,S , u-~ lt.. lo, S

T

1~/o.s'

.)

t: 1 J ~ (. :.!.

WALTER LUM ASSOCIATES, INC.

Boring Log

PROJECT

LOCATION

HAMMER: Weight

Drop

SAMPLER:

PARKLANE COUNTRY HOHES

Waihee, Oalm,

Tax Map Key:

'140~

'~o·

'2 .. t:'l A. I,;\ r;,t..0Nr

DESCRIPTION

E;.Lt:;:"',:. ~I'-±

Hawaii 4 ... 7-06:

fO!NT

E:oND Of" PE:Nf:TMTIOK (!., 7;b. l'Z.-4·1'?

*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.

I

20

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

..

l '110trfN6> NO. Sheet No. of ----

D .II W.L.UMA7?;J(;.,INC,, D t?E:;(. •. •1- I'll'';• ro __ er ate ___ ..;·----

Field Party Mf;.1f:;l'., 'r\A.J . OM 0 ~I Cdi'JTdJJoU-t

Type of Boring Celit'(l\t\TIQN '2. Di_am. --------

G.l't * Elev. _...:::...;:........:;;___ _____ _ Datum --------

Drill Bit

Waier Level_+.;..;;.o....:. '2.=-·--i~l----+---+-----f---

:~~::1'2~-_.-:-.:.4:·-:-·l~-?;_.:::::::~~-=--=-::::~::::::~:::::: PENETRATION DATA

ci. ..: E

~ .U-Staftdml COHTiT,iiJ 'llS c: 13 ~ ~ ....... c: 0 ~~ Penetration Test &u.; u .... ...: U.:· ;li..;

~I.! l" DU 5"i OJ"!

~~ ~..: ~~ c:~ N (Blows per foot) ~ ..

Q :::> > 0 10 20 30 40

--- -~------~- ·---------~:.- ): ~-~·:;·-~·:·:-::···.:-.~;~:~--~~~;-;~: -~~ ~~ ~~:.:·~-- -~ .. /~::---------···------·- - .. ---~-~----~----~-

WALTER tuM~ssociArEs,' INc. 1 3030 WAIALAE AVENUE o HONOLULU, HAWAII 96816 • PHONE 737-7931

/~::~\~~;,:: ;;-~f~~~-1~~~;~:-·t ~:: \~;-:::~:-r ~6i: ~: .:-. ~-- . ~: ~ -~-: ;o ~ :

->·-o,_- ~- .. - ··-.:. ~ -··; :~({~1~~~~t~_:·: ~-

Boring- L~go_Ri~o :··\1:r-,·- ·_ ;: .: .-- '--~:?·_ :~. PROJECT .> :'· PARKLANE -,COUNTRY HOMES

fMe>i.JA __ ~--e;, ___ --- ----- , .eeRIIIG. NO. - - - --Sheer No. of ---Driller- w.-~:,;.uM A~iOCi-~]i'JCi.~ ---Date !7£:.C.. '2~. 191'?

LOCATION . Waihee,· ·oahu, Ha'Waii Field Parry-.. ?l.ltul(..l_, Kt.KLl_, ·oMol\l --~---~--~----------------- · .C:ot::!·niJiloil$-: 1 -----~- "Z" Tax Map Key: 4-7-06: 20 Type of Borlng-~f.t:aJE;:iP\ATIOro' -- :.oiain.. ....;._...;··=--------

HAMM--E-R_: __ ..::.;:;::....:..:;:~...;.;..;;;;L.;_....;.... ___ _..;..._..._..; _____ Elev. -~::-GS '±.·-:1(.:· --_- =~ - --Da~ll_l ------.....--

Weight_..,...:..L~.,..-_o.,..M.:: ___ ., ____ . ------------- ~D~ril~l ~Bi~t 2~~=~~==-....--~-T-=-~~~~...:_, Drop . ?JO."_ :=- - __ :_•rer L:..!:~:!:..!-~ii!:-!li~MW!&E:st:~.J.;~-;....;-;;;;;_ == __ ;;..-~~--'---~---f---

SAMPLER: ·.-z."_-t:'lt.M ·-~-~t.ut-1'(-==rou:-l:f__ - ---- Dat8-':.:"t-:..t.o~-1.:...":.. . .L.. --~-----'---..1.---

DESCRIPTION t _ t ..... .,..,-....... ,_ 6. '..a.---- .. -'*----- . .!!: Jl __ ...... ,__,. ___ ,..g -'1- .. ..., ..... ---0 ... -- ..

·~

--

·.'-s_

: .......

-:---

-~

-· ____ c-1\lv_op-_:::f'~et~Afrot.l e. '2. ~-G. -\"Z.~'Z.o-~:.::J-":1-~-----::~ ... :..~:::_::_::_

*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.

----

IS --

:-

.­-~

--.....

·-

ci ~ z 5!..: 0 . .. y c • Q. o· .,..,

;I.! !ot QU E ?:~ Jl ~A. 3: Q

a. E 0 u ..:u: 801! CA.

;::)

PENETRATION DATA

S1iaiii!11iit GOH fl t-lu r U '7 J. u; , Penetration Teat .. ~ 5i A. N (Blows pe:r foot) > 0 10 20 30 40

1/ 1.0' 1/ o-.s

'/l.o' 1/ a.;'

1--t--f----t--t--t--f"tl/ 1·01

l~/1·0·

-·-·------------------- --~ ....... ----- ............................... --

WALTER LUM ASSOCIATES, INC. I 303(1 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931

Boring Log \

'1 .._ NO. - . Sheet No. of ----

PROJECT PARKLANE COUNTRY HOMES

LOCATION Waihee, Oahu, Hawaii

Tax Map Key: 4-7-06: 20

HAMMER: \40* Weight

Drop '30''

----..,......--------------- Driller •. IN .t,I.IM A~OC.. 1 NCI. · Date - 'V'f:'C.. 1 \1 7?

--~=..:::.::.:::..!....~~;;..!.....;;.:.;:;.;;;..~------'"---.,..-- Field Party ..;.·M;._;,..f;:;,..;,'f.,:,~..;.rt..:...;·-+~_,.--;.,K:..:;.A..;..U;:..._, _;O;...M........;..():....!'-_l ______ _ -_ .:;.ot-1{1;:j1JoLb --z. ·•

Type of Boring ...:,-.r~e.:.ile~tu;R:=:A!-"ll~o~..l __ Diam. _........;......;;:.... ___ _

--------~~~~~~--~~~~~-------- - G~'t ~ Elev • .;.· __ ,;,..._ __ ........,. __ _ Datum -------

Drill Bit

Water Level_+:..,:o:.:..·...::.">_· -+---+----+---f.,---·---...----------------....-- Time·_ -

SAMPLER: 1." I:'IA.M. t?t..~a-IT !"o•i-IT -

Dele -_\'Z-1·''!".>

PENETRATION DATA

.: ~ ~ .!liii5!lilrili ~Nf••·hlO<it c 0 "' 0 .. u ..

IJ c..: ~...; ~..; , Penetration Teat .. ..

ll.,t QU oil! ai'1 ~..: ~ ... CQ. N (Blows per foot)

~ "' .. Q :::1 > 0 10 20 30 40

-~ -r/ ....

~ .u.- 0 .;

11 ~ ..... z

.! ..q:';' .. iu.: DESCRIPTION -= Q. s-~ -a Q ..

·- . E E ~~

~== Q. ~ ...

'E;L.E;"tt.:. a.+'± ~ * .. Jl I ......1...- Jl :5J!u Q

0 +o-'!i ..,..

----

s_

----

I~

----

I? ------

:!:!!__

----z; :..--

-- b - II...-

WI:" of !"E:NE:T~~Tio!ool e ~ 1·4-' -~

\'Z.-1·1.,

-*Elevation estimated -from grading plan by '

Gray, Rhee & Assoc. dated 11-29-73.

303P WAIALAE AVENUE • HONOLULU, HAWAtl 9i>816 • PHONE 737-7931

·rl\oP>ti-tG.a .....a NO.·· I Q · · · Sheet No. ___ of ----

Orill•r -:w.L.I.IM At?So-v;;t Nc.-. Date 17~G. 1 I., 1:;

LOCATION Wa:fhee~ Oahu, Hawaii Field Partv:-:MZ:::1e;K. OMORI, i<.Au _.-:,:.;;;;;:~;.;;;..::,_;;;..;;;.;;.;.;;:.;:._ ____ ~--....,....,--- · coiJ ... .IJtsaJs .. tJ . -• - '2. ..

Tax Map Key: 4-7-06: 20 Type of Boring- ret-~tfi\;A{IO :. --Oiam. _;;___=-_...;..;...._ __

Elev. G:-7..' t. '*._ · · ·- ·· Oatu·m ----....---

:. \:4·;0~:.• Drill Bit Weight _ _,.....,.-::--_.;... _______ __.. ____ --------....-----.,...---.-----.....----

.~- ••_- Water level + o.'L' ... , I 1·

HAMMER:

Drop Time _ . . . •

SAMPLER: ~ ··~~i1>.-cVl.-·~t,;;ut-J1'~.JP"fN T . -- Date l 'i-·1·1 ~-·. .

' . l-·-,_

.. :­£> -

-·--.....

'.!£__

-.....

--

IS, -----

11£..._

.­---

'ZS -·----

-,~

.. e.IJI7_of .. ret-l~1'f\Afloi-l.e_::;o.~·- . _ \'1·1~1;- ---------~------ ---- -··· .

*Elevation estimated from grading plan by Gray, Rhee & Assoc.

da,ted ],.1-29-73.

PENETRATION ·oATA

~ ~ ~ 8allldll!t Gor.JfuJ Ll t ll7 ,; 0

c ~u: u D , Penetration Test .

~~ ....:&.: J: •

!., llu "'"' got! -~ ~c. ~..: CA. N (BioWI per fOot) ~

CA. .. c :I > 0 10 20 30 40

fT • 1---+--+---t---t---t---1 ?../ r.o

l~ /o.:; 1/ .$.

I /1 0' j' .;' 1----l~-+--+--+--1----1 I /I• ~·

7./ .o' -1/( o' l.u, .s·

1-r~ IU/I.o'

!I; f.o'

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

Boring Log PF-oBtf.lC. 11 e :80itlliJG NO. Sheet No. of

PROJECT PARKLANE COUNTRY HOMES Drill•r W. L.dM ASSoC. INC... DE;. C. +, 1'1'P'.:> Date

LOCATION Waihee, Oahu, Hawaii Field Party ME:'1E::R., KAll, OMOr~l c.oNTI >::! llo iJ? ?.." Tax Map Key: 4-7-06: 20 Type of Boring it::Nf:TF-ll.fiON Diam.

) Elev. c..o '±. Datum -

t HAMMER: l \40-# Drill Bit \ Weight ' Water Level j,02"r.•uil!;D ;

Drop ~o" . ( Tima -- SAMPLER: '2." DIAM. Bl-UNT F'OINT Date I Z·4·1 ~

PENETRATION DATA c ci.

Studaul c..oNfit-/l.ltLlS 0 E ·~

~ z .. c 0 :; ., ~ Iii c .3 ~ . u .. .. .!~ ~u: ~..;

Penetration Test DEsCRIPTION t l a. .. ...,

~ = "i .. 4 I# OU g'4 .. ~ E ~CL ~c.: l!CL CCL N (Blows per foot)

~L-t;V.:. ~o'± ~ * .. Jl Jl .. ::lc&u Oo Q ;:l > 0 10 20 30 40

-- wr of" ll-11.\ 1111\.llt'K. -

•:-5 -

- .;.

- ~ I/J.o'

-e 'LJ J,o' -1!2._ ? ~I •.•

-1./ J.o'

-- 1i r,.o·

]·5 -IS -

- ~ \.0

- J -r---

I'.<.O r "·5

----

'l.s; -- I -- ....,

-e ~D 1-

--- r-

' ?.S--- l_ ....

ll -~iJv Of' ff.llt1MTtoi-l <e.. 40. ;' -

11] 40 l-z.-4-1' - I~ /t).r;,' *Elevation estimated -

from grading plan by Gray, Rhee & Assoc. dated 11-29-73.

-

WALTER LUM ASSOCIATES, INC. I ~03~ WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931

Boring Log I"RO~IN(., .tlaiHIII8 NO. - { '2 ·Sheet No. of ----

PROJECT ___ P_AR_KLA __ NE __ C_O_UN_TR_Y_H_O_ME_S _______ Driller ·_w-.];;tlM />.<:r"?iJC..,! NV. Date· t7f..'-· 4-; I "11~

LOCATION Waihee, Oahu, Hawaii Field Party --M~1tt(.:;':KAt.l:;-oMO"I

. C.CtJtu:JIJo.,."S . 'Z •. Tax Map Key: 4-7-06: 20 Type of Boring. rel-lt>T~AfiON -Diam. __ ...::.... ___ _

.s~ 't "*. Elev. __ ....;_.;;;;.... ______ ..;_ Datum -------

HAMMER: r kO JtD ~~ril:l ~Bi:t -===::;::::;===--r----"""T---:---­Weight_~~~-------------'- _ ~o·~.~: Water tever. +o. J' I I I I Drop, __ ...;..__;;:;.;;;_ _______________ ..,.... Time : •

SAMPLER: __ ..;::z~"...;:t7:...'.:..A._M..;.·;....-I'?;.._L.L.I_r-l .... T_-.:..P.:..o.:..l t-.~_T..i...------- Date~ 1 -z ·4-· H .

ci

~ E . 0

0::: • 0 . u ...... y 0::: • ..:u: o· .,.., -I.!

~ QU &-4 ~A. !oe ~0.: :!A.

~ Q ;::)

DESCRIPTION

----

;_

----

1£._

---·-

IS ---

--

~ .. .. ;li..; .. "! O:::A.

~

PENETRATION DATA

ilmldllat CONfiN11l? , Penetration Test

N (Bio~s per foot) 0 10 20

'l./1.0.

J l/ 0· s' 1/1 .o·

'l./ 1.o'

~ ...... '? 1,0'

1 [

30· 40

~.~ '+--1--f---i-~

--

z:,_

-.

t.l-lt? of relllerrt..Altot-1 e..- '27-~ 1'2· 4-·1'?

*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.

1--+-+--+-+--l=~:::::J ~:{, 3. -...!..

-

.

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

Boring Log PROJECT _____ P_AR_K_ .. L __ AN_E __ c_o_UN_T_R_Y __ H_O_M_E_s ________ ___

LOCATION __ W.:.;.a=ih::.e::.;e::L, ...;O;;.;a;;;.;h.;.;u:..:,:.....:H:.:a;;.;.:w;.::a:.:;i:.::i:...._ _____ _ Tax Map Key: 4-7-06: 20

HAMMER:

Weight __ ~4 __ o.,..· ~--------------­':I.JO"

Orop·----~-------------------'2." OIAM. R>Lth..IT 1'"'011-Ji' SAMPLER: __ ..;;.___;_;, _ _;__...:._~..;..;...------

rL.,{\ .ur:- 0 t--·~ 0 z ..

FRoe>ni~

"!IORJfiG NO. I~ Sheet No. of ----

Driller W. I...UM {:>.0006.,1 ~-lC... Date \-.10\/ ?;,0. H "/'-!:>

Field Party ME:;-tf;i<.... I"'AJ, OMoC'-.1 . c.oiJ'ftN Llo :::1$

Type of Boring f ~i-Jtt~.A!tON '2." Diem.--------

f;f:;.'t. '-* . Elev. ---------- Datum-------

Drill Bit

Water Level -t.s Tlmo -Date 1\· ~o-1~;~

PENETRATION DATA ci.

Btertmt .:oi-l'f"·lllll us ..: E : c .. ~ g_ ..! -:t«' c 0 Penetration Test ..! .. ..: u ~j ..;~ ;l5..; DESCRIPTION ~=

!::.L..E:-'1·::. se,'t

BN\7 or Pet-~~:;rRATiol-l e 4-o I 1-~o • 7~ ·

*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.

Q. Q. ~4 ~~ u"! E E ~~ ~11. ~co: l:!ll. Cll. N (Blows per foot) Jl·~ Jl ..

-\-0.? g ;::) > 0 10 20 30 40

44-

1~_,---r---~--+---+-·---~--+-~~--~40

~ ""2 <! .....)

~ ~ <1 ~

e

~,r-----··-----'--------~-------·------- ------ -·--· ............ --~·-·-----·-- ---------- .... . ·-- ..................... -- ·-·---·--···-·----- _____ ,._.

WALTER LUM ASSOCIATES, INC. I 303~ WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931

LOCATION Waihee, Oahu, Hawaii

Tax· Map Key: 4-7-06: 20

HAMMER:

Boring Log F~ae11-.lGs 14 ilOIUIIIO NO • .;;,___;_ ___ ·.Sheet No. of ----

PARKLANE COUNTRY HOMES L1 "1,_ .1 ,.,. PROJECT ____________________ Drille,".'N-1.. M A??OC.·,INIJ. Date ~'"0"· '27, I'll-....

Field Party M ~-{f:R. • KAU _...:.:.::.::::.;;.::.:...:::......:-__;:.,_...;_,;___________ .C:OiJTI i'JUoa:; "2"

Type of Boring -fel'lf;TAAI!ON-- Diam. -------

-----...;;.;~~~~....::..------------ G.~ • t. "* -Elev. · Datum -------

Drill Bit !40# Weight -~o"

_...:..,___,~--------------- Water Level. ::1~~c.f'e:1? Drop

SAMPLER: :'Z" t?IAM. ~L-LIN1

li ·~

1 !E ~ =·: :!iJiu

DESCRIPTION I

:. eL.e.v.:. c.. c:. ·_=. 1;

E:NI7 Of f'f::1...lf;m,A TION e.- 'Z~ II·'Z.1·7?

*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.

f'OtNT

E: .!! -= a. 2- E

QQ ~

----:. -------

JO 1-

----J; -----

1.0 1-

----

~~

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Time· -

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~~ ~~

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Q ~

,A.I.IG,I

PENETRATION DAi':l\

.. iMmlllllt 'ONfitoJLl~ ll? .. , Penetration Test ..

;j~ ~"! ..... N (Blows per foot) > 0 10 20 30 40

"

Au~~::~l 1--+--+--+---+---+--:.-.:.·.__-'lfs/~. s'

,

303P WAIALAE AVENUE • HONOLULU, HAWAii 96816 • PHONE 737-7931

\_:;·-. lBDRIIIIB NO. <·:·Sheet No. of ----

-w. t.-tlM AL.Loc-;·· ··•c;. -·-··t?ec:~;·l"'- 1"11 ·· Drill•r ·· '""'7 " - IN · - Date - 1 ~

· Waihee·,·.-oal:t\1,' Hawaii .:;ut.u Kl · oMO~I K~J -LOCATION ____ __:: _ _..;.;_._:~----------J...- Field Party ··c.oNtu:XJou;; :··:_: ·_: . .."'2"

'tax ~p Key: 4-7-06: 20 Type of BorinSJ-- ee:wettV..llOIJ-~ -Diem.__;;,;;:;;;.;..;~---_____ ....:;.;:::....:.:~...:.;;~..:....__;.....;.__;;;..:..;__;:...:..,....;.. ____ Elev. = ~ Cl! '1: : .. ----DatUm ~------

HA~~~ht __ ~l~~~-a~-~~-~--~-~-_-·_·_._· ___ ·_·._··•_" ________________ D_•;n_s_;'--~~--~---~----~----~----,o;-0_~~- Water Level ~ETt>.\1.ft.!P

Drop·---~~~------------~----------- Time ·.;.

SAMPLER: _......;}2:-.;;.;;11 ~;;...::-"V':...:I.::.A.:.:.:M.;;.:·~~:=~::..:-t,;;~u~..i:..:,;f-;;;;;:=;.~..FO~I~N:..:;f.;;;;;::~:;;;;.--.;;;;;·=·;;;;;=-~-;;;;-: ~;;....;;......; Date "\'1.•1'1·1 ~

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PENETRATION DATA

t .: .. - col'lfn·hrot.ls L.:

c: 0 .. 8 .. u " , Penetration Test

Aj ~u.: ~..; c· ~# 8~ .. 4 u"!

~ ... i ~..: c:"- i"'" N (Biowa per foot) c :I > 0 10 20

lf !7,5 I

I S.O 1

1/ 1.0

'l./1·0·

1---+-+--t--t---t---fL 4to ~ • ~ .

30 40

WALTER LUM ·ASSOCIATES, INC. I 303~ WAIALAE AVENUE • HONOLULU, KAWAII 96816 • PHONE 737·7931

Boring Log IG, ~ NO. - Sheet No. of ----

PROJECT.,.--...;__PAR_KLA __ NE_c_o_UNTR __ Y_H_O_ME_s ____ _ Driller_VJ.I,..UMAt;.~OjJ,lt-lCJ. Date j:?f;'(,.l':7 '" 1 ~

Field Party ·: M e:·us~ "'- • K t1- \l • · .. c.oi'lf,IJiloUS

Type of Boring · ff;llt!~~{10i-l

OMO~l

'Z." -Diam. -------______ ...;.____;:..,____:;,____________ .. a, a '... -II(

Elev. · 1 - Datum -...,....----.....--

Drill Bit --~~~..:.._ ______________ Water Level ~J.:lt.~uct.l'=:b

DESCRIPTION

~"e'IJ.:..Go~'i;z, *

et-117 of- rt:;.t.lt.Tl\AftoiJ e. -z4., • '1-•1 ~ ·1 ~

*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.

€ .2 i: ~

0! ~

·-

----s_

----

1.!..2...._

----

15> ·-----~

----

~5 -

Time -

Dete t't·t,·H

PENETRATION DATA

0 z .. ~ 0 u 2 . ....,

ci E

~ fllllltlllt- c.ol-lt•lool\.11 u ~ 13 .. " , Penetration Test

..;~ ;lS..; ~ QU l ~~ Gl"l !!!'If. ~..: I! A. c:a. N (Blows per foot) ~ ..

Q :;) > 0 10 20

l/ J. o'

,., 1.0'

1/ \.0'

1--'--l---ll----11----t--t--11 l/l. s' 1/l .o' 1/D .;'

i/ 1.01

l? t.o' 1--+--+--+-+-+--lr",/o .;'

1/1 .o'

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1/ ,,;'

1--+--+---t---+---t---11 1/ 1- ~ 1/C ·S

? 1.0

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">Jj I·O'

L...

30 AO

-. .... --· -----~ , .. ~-· - . ·- ·---..:;.....-.... .. ---------------~

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

Boring Log PRo~~~ to1m10 NO. 11 ·Sheet No. of ----

PROJECT ___ P.;_ARKLA ___ NE __ c_O_UN_TR_Y_IJ_O_ME_S_... ___ .......... _,__ Drifle; 'N. L.llM J,..t;Soc.., uJv. Date 17f:v. ~. I '11 ~

LOCATION Waihee, Oahu, Hawaii Field Perty-- M~-te-1(.. , KA~ .~.OMO~I- -· -...:.:.=:::.:::.::.=:......::..::.::.::.;:.....:;.::.::::..:.:..=.:..::..-------- . coiJTtilO~tll'S 'Z ..

Tax Map Key: 4-7-06: 20 Type of Boring· f&t-lfi)~P.11o14 Diem._....;....~---------~;;;:......;;.;:;:~..;;.;;..;;.::,.~__..;.__:.__;,~------- Elev. . C. 0 't ~

HAMMER: Datum -------

Time -

Weight· _...:1;;;;:-.g;;;..-;.o..;;;··~...;;-;;..._ _______________ ~D·:n~' a~~·:....:==~:;:==~---,.----:----- ~ " Water Lewi_...;+:,..I:.:.·.::.O_' -4----+---~----+----

D~p~---~~...;;O~-..;;;~-~~----------------------:2." 1:71AM- e>L..uNi _cooJN.,..

SAMPLER:--~;.;;;_~...;.,;..,;._;....;.._~~-....:•:------ Dete-.I'Z.·?-1';

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c: ·-! ~ .. " ] ~ DESCRIPTION -=

~-= = ... .. :5J!u ~~\..~Y.:. (;.o't ~ Qa

.

----

~-----

I.!£_

--.--

1:, -----

1.:.£._

----

z~_

-e..t-tt7 of F~l'lt::TMJlo.J e. Z.ID-1 -I'Z.·'?· 7?

*Elevation estimated from grading plan by Gray, Rbee & Assoc. dated 11--29-73.

0 ~ z. i..: ~ . .. u a. Q• .. 130 E ~I.! !ae ~ . .:.: Jl ~,._

3:: Q

li E 0 u

-.:U.: s 'cl! ::!,._ ::;)

~ PENETRATION DATA ..J

.. ~ Stmet!Bd· c.ol'if1NUOr·1? IOU. ~ ':;; , Penetration Test

~ ::! N (Blows per foot) > 0 10 20 30 40

171 1/ o.s

1/ lz.~·

I "-S

,. a•;' ·~.-..·

HAMM~"'­e>o\ltJc.t:S

Drop

SAMPLER:

ri. DESCRIPTION :£

. 0. ' I ~ c.,---~, --1'1"' +--.,------------g· ............ .,.-... -·-- -~~-----0---~-

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. ,12£...... _E;Nt? OF f'tl>lt;TAAtu.>..l ~ ~o.s . _ '1"2.~·-~,_1-; ... --· -- -·--- ... *Elevation estimated

from grading plan by Gray, Rhee & Assoc •

. dated 11-29-73.

. .

303P WAIALAE AVENUE • HON()LULU. HAWAii 96816 • PHONE 737-7931

PENETRATION DATA

~ ·c; .: ~ :8Jalldmt. co~T•IJjoU.s z .; c i..;

0 .. , Penetration Test ii..: 0 u ..

.!! u ...:u.: ~..; o· 0. .. Co! !II! QU ~~ G>"! E ~CL ~..: ~CL CCL N (Blows per foot) ~ ;:: ..

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1--+--+--+-+--+--i · 1- 1.o' I •. S

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WALTER LUM ASSOCIATES, INC. I 303P WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931

Boring Log \ ~ ..,.._ NO. - Sheet No. of ----

PROJECT PARKLANE COUNTRY HOMES

LOCATION Waihee, Oahu, Hawaii

20

Drill•r:\IJ.I.AlM A<?Sov.,l!'lCt. Date ti'E:Gt. 11,1'\1~

Fi_eld Part~ ME?iie~ 4 0!V\OI\.\, KA.U · CON'ftNUOIJ; · '2"

Type of BOring. f f-14EoTP>.ll.'ilorol Dlam. __ __;_ ___ _ Tax Map Key: 4-7-06:

HAMMER:

_____ _:.::.;;:,.....:..:.:.:.._.....,::. __________ ___,_ Elev. __ G>.;;...:.1_'..:;;:t;__* ____ _ Datu_m -------

Drill Bit 14-0 41

Weight -~o··

_....:,......:......,,.,..:_ _______________ Water level tic,tA\ua.l"~

Drop

SAMPLER: "'2." t71 AM . e>L.UNT f"Oit-.lT

--

c::

i g 1i ] ~ DESCRIPTION .r. Q.

i E :!:== -~L.~'/.:. c,1'±. l -Yt Jl :SJ!u Oc -

----.s. -·----

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----I; -----

,~

----

-z.S ----

E:.l'lP Of P~..lf.j~AfaO..t e "Z.~ I -

1'2.-11·1~

*Elevation esti~ated from grading pla~ by Gray, Rhee & Assoc. dated 11-29-73.

..

Tlme ___ 4 ___ +:----4---...... --Dete lt-11· 1';

PENeTRATION DATA ci. ~ coh1TIII.i10US c e ~ 0

~ jj v : , Penetration Tes: ..:~ ~..;

~

8~ 01"! 1!'# ~0: C::A. N (Blows p•r foot) ~

c::A. .. Q :::1 > 0 10 20

'l. 1·0'

1 ~ 1-0 ~-+--+--~--r-~--i

..,_ J.O

1/c .;' 1/1 .o'

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'2. ,. 0

'? 1.o'

30 -40

Lr-4-1

-"".-----------~-------------··------------------------- - ...•.•.. -.- -·~:'!-

!

WALTER LUM ASSOCIATES, INC. I 303~ WAIALAE AVENUE o HONOLULU, HAWAII 96816 • PHONE 73_7-7931

Boring Log .fRo&\t-lc.. 1I9RI!IlG NO. - 'Z. Q -Sheet No. of ----

PROJECT ___ P_AR......,.~ __ N_E_CO_UN_T_R_Y_H_O_ME_S ______ DrillerW.\.WM Ai~OC.. IN". Date l?f;;C,, I'Z. I'll~

LOCATION Wai}1ee, Oahu, Hawaii Field Party- Mr,1e:-". 0-MO"l, KAU

-~~~~~~~~----------- -~ ~oNfoNUou~ Tax Map Key: 4-7-06: 20 Type of Boring' ettJE:TI\..:r.notJ

'2." Diam. _..;__..;;..._ ___ _

Drill Bit Datum -------

_____ :.=..;_.......: _ _..:, ___________ Elev.- iO'i.. * HAMMER:

r~oA~-Weight· __ _,._;_ __ ......., __________ -----~.----r----r----r---:----~0" Water Levet.li0lA~IliZ~<'O

Time.;;.------4----4----+----+---D~P·--~~-----------------SAMPLER: ... - _ __:'2.:.."_.:..1:7.;..1 A_M_.:..,'....:.;;.~.:.:\..U.:.:IJ,;;.i.:...,_P:..;o..;.' 1-1_1'.:,._ ____ _

E. DESCRIPTION ~

v_ i .cL..ei"' :. i o , ± l ..,. Q o

tiJi7 oF- pe-ioleT~ATlOiJ e. Z'j. & I'Z.-1'!.·1~

*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.

·­---;_

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-,~

----

1.& -----

,2£.... ----'lL -:...

--.,0

1-

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PENETRATION DATA

~ li SI!IIII:IIBd co...tru·hlotJ s

8 " , Penetration Tat -.:u.: ~..; g"! .. ~ l!A. fiA. N (Blows per foot) ;:) > 0 10 20 30 40

.l'/1 . OF RO P?

(L...-

-

WALTE~lU~{i;~6at;~~:~~;~~.c3~ti0~~- -' -

~:~:r~rfi~J~~r~~l· 3030 WAIALAE AVENUE • HONOLULIJ, HAWAII 96816 • PHONE 737-7931

- :f'M&INC.. " ._ ..... NO.-·. 'ZL.. ·c·ShHt No. of----

, ·< Driller 'N; L.ll M A<;s«J;;,tJc,; · Date ,t;'~'-i' I 'Z. • I "t 1 ~

LOCATION _....._....;w;;.;' a;;.;i;;.;h.;.;e;;.;: e;;.:·-~::..;_: O;...;a.;..;;h.;.;u;;.:,::...,..;H.;.;~;;..w.;..;a;;..i_i_··-. ..;..-,;~---'--· ------ Field Party·::- Me-1 t"-; OMo ~~ , KA u ___ tot:lfti'OIU\i II<; . _ - - '2. .. Tax Map Key: 4-7-06: 20 Type or Boring- ffitltrP.MtoiJ -~ -Diem. __ ...__ ___ _

- - C~ • :t··'* Datum HAMMER: Elev. - . -------

VVeight ___ -~l~~-P~-~--~~~·--------------------------~Dr~iii~B~it~=====;~::=:~-----r----~-----~~o." : :-:--.: w_ - ater Level · _o. 'L ':: I Drop, __ ......:;:..:.;;....;;.;,;;;.;;.______________ Time.---- -- __ _

SAMPLER: :'Z"::.t7rAM .- PJ\.ut-IT_:_f'oliJL ~-- - Dete- 1'2.·1'2.·1~

---.-s ----

---

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t1L ---

_ ~Ntt.Of-_pe-loi~TI\Af&Otote-~2~."1:~ __ _ I 'Z • I _'l.il~.::-_-::::.-:::=.::::::::-::..::::::: __ _::_

*Elevation estimated from grading plan by

Gray, Rhee & Assoc. dated 11-29-73.

0 z .. a. E ~

.: ~ ,; c ,; 13 c -· 13 ,!": {io.; ..:u: -4 ~;j! cu ~~ GIA. ~..: ;: ~ c :I

PENETRATION DATA

! ~ ':=o:~~;lwtuS ... fi A. N (Blows per foot) > 0 10 20 30 40

'l./ l.o' ~ (.o'

.....

WALTER LUM ASSOCIATES, INC. I 303P WAIALAE AVENUE • HONOLULU, KAWAII 96816 • PHONE 737-7931

Boring Log 'Z'Z.- - -eeii!MiG NO. - --Sheet No. of ----

PROJECT PARKLANE COUNTRY HOMES . -w. l.UM At,?o'-. I Nv' ·- - ~E;!.f. 1 i. 1 ~ 1? ___ _.;. _______________ .___ Droller- •· ' Date ..;....;;..;;_..,........:..,........:..;;_ __

Field Party·:-Mf;1e~, ~AU, OMOI".l Hawaii LOCATION

Waihee, Oahu, ,__ __ _.;.__;....,.. __ ;......___________ -_- c:.oNf,;:ii;Iou:_'$:_~----- _ , .. Type ol ~ring :f~~Mfto.,! ----- Diem.~-~"'----Tax Map Key: 4-7-06:

HAMMER: \40!_ Weight

Drop :?Ja··

SAMPLER: ·z'' 171.6-.M.- ~L.uNi rot!JT

----

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----

!!£.__

----p;

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----

12:£..__

---

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eND oF:.f'E:NEoiAAT•o..l e..-zo:r.s t;_ \'1.·lt·1~

*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.

20 -- Go e; I ±. -1(

Elev • ...:....-=-------- Datum --------

Drill Bit

Water Lever oo' I

Time~

Date I'L~II·1".>

~ ~

.; 8 8 &::i -..:u.: ~ s~ ~~ ~0: ~ ...

Cl :;,

I I I PENETRATION DA_TA

lllilmtallll co tJ r1 t-tl.!jo Li S , Penetration Teat 1 N (Biowa per foot) 0 10 20 30- 40

1/l .:;-

1" .o 1/ p.S

1/1 .s 1/ ~. s

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•! .c;'

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WALTER LUM ASSOCIATES, INC. · -I 303~ WAIALAE AVENUE • HONOLUlU, HAWAII 96816 • PHONE 737-7931

Boring Log .l"l\01?11-lGt 'l.~ ·CICIIla1IIGNO. Sheet No. of

PROJECT PARKLANE COUNTRY HOMES Driller·_w._L..UM A-s~oc.,,tl'lc--.- ·Date t7E;C.. 1 , I 't 1 "?

LOCATION Waihee, Oahu, Hawaii Field Party. M~1f;"- Olv\0"\ ''KAll .. ,. .

. coi:l'\'ti::tilou-s. . - '2" Tax Map Key: 4-7-06: 20 Type of Boring ·.rel-lf;I"e.!IO~ · - -Diem.

G. 'l 't '*• -HAMMER:

Elev. · Datum

\40¥ Drill Bit -·

Weight

I I I ~o··_-

Water Level TO·'/.'

I Drop Time -SAMPLER: .'l'' t'l AM .. ~I..Lh·lf I"OiN'f Date \'Z.·1·1?

PENETRATION DATA

i r!_t:' 0 ~ ~

li .lliimdald C:&N\IN \1 t S .; 0

~ ..! 1\7~ ~ c 13 2 . u ., .!? ~~ ....:u: ..c • , Penetration Test

""' .. .,.., ..,.., 'i ~ DESCRIPTION t Q.

~~ Q.

~»! cu &ui .. ~ ·- . E E ~0: ~== ' .I( ~Q. !!Q. CQ. N (Blows per foot) ., .. Jl ~ .. :§Jlo . E;L..E;.V.: G 'l t l c +~--t'..J-

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-- w OF RO P? --

;._

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*Elevation estililated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.

303P WA.I.ALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931

f!\.o:?l N~ ,., A_

-.. NO. · "-I ·Sheet No. of ----

__ ....;:..::.:......~--------------- Drill•r 'f./. t,..IJM A77lXJ .. IN.v. Date t?~-~- "1 il!jj?

Field Party IV\E:ie~, l<t..u , OMO~l . CONT• iOluo-...., . _ 'Z ..

Type of Boring · fbNf;;!f)b.·po~ Diam. --~----..;_ ____ _;;.;__ _ __:. _ _.: ____________ Elev. · GoO 1 i.. ~ Datum -------.---

D•ill Bit

r-~=-~-__,...------------- Water Level ~o..:r~~ufl..f-D

Time -... Dote· I t-"! · 1 ~

. . PENETRATION .DATA

0 ,; z c .. &~ 0. E .. I;!

Jl ~0..

.. litlmllmt- ca!o.lfiN~ot.iS ~ ..; Penetration Test 1 Gel! c o.. N (Blows per foot) > 0 10 20 30 40

~--+---r---+---+---+---1 ' r; -:s'+--- ... -

'?-J l,o'

L/ 1.0'

w f Cl f' r\ A. fl\1\.1• e:"' I

J---1---t---t--t-- -- . ~ ..J.-f---1---1--f-1/1 .0'

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1/ 1·0

ll./ /.0 1/o .$ 1/1 0 '

1/ b.? ,,, .o·

' .... j,O

:-.----·-·------=--~------------------..,...---------------------------------

WALTER LUM ASSOCIATES, INC. . I 303P WAIALAE AVENUE • HONOLULU. HAWAII 96816 • PHONE 737-7931

Boring Log ?. ·rMDtMGt :8aR11119 NO. '2. S Sheet No. of ----

PROJECT ___ P_.ARKLANE ____ c_o_UNTR __ Y_H_O_ME_S ____ ...,--.,.....- Drilt.r _'N. L..UM A.;soc.,nJCi: Date Nov. ~o, ''7~ LOCATION __ ~W~a:.:i:;:h:.:e:.:e:;.;_ ,~O:.:a::;;h;.:.;u::.z.,, ...;H:;:a;:.;;w.:.:..::a.=i.:::::i. __ __._... _______ Field Party. M~7f:". OM0"-1 , KALl

- _ .::oiJfH'JiloO~ . '2." Tax Map Key: 4-7-06: 20 TvP. of Boring · P~:::l>iE;IJ3AI1otJ Dlam. __:..__;;;._ ___ _

_____ ....:;.;;:.::_;;,;;:::;._..:.,:.;:..::....;__;.__.:....;.. _______ Elev. -· __ S_'I..;_,' !-;....."* ___ ...._ ........ _

HAMMER: Datum -------

1 .. ·4· ·o· +I Drill Bit Weight, _ _.;;..;.~,--------------- ___ .....,..,......_...,.........,_ __ ....,... __ "-"T" __ -..----

:~o" · ·- Water Level +J ~ "; ·_ Drop Tlmo-. --.:._..;;..:...-.-.4---_~---+----+----

SAMPLER: :-z" t'IAM. ~l.UNI rouJT Dele;!.;•II:,_·~.:::O;....·i.:.;~:::.J...--....L..--....L..---'---

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!::ND Of pE;,.l!:;fR._A.ftO...l e.. "ZS li-~O·B

~Elevation estimated from grading plan by Gray, Rliee & Assoc. dated 11-29-73.

---

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----

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----

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----

'Z~_

..

~~ PENETRATION DATA

a. 'lllll!ldil!it co N ,, tJ l.lr IJ s 0 i E ~0

~ ~

~ l~ z J..; 0 jj : , Penetration Test .. u ..:~&: ~u: Q, Q. ~1.1 ~oe get! ~~ E -4=- E ~~ N (Blows per fool)

Jl ~D. ~ ~D. .. +1.~· . a ;:) > 0 10 20 30 40

'I .s· l/r . !)

1/! .o. 1> f,O I

v .;. 1/1 .o'

1---1---1---1--+--+--11 "1./1·0

1/1 .o'

~·"' 'Z. loO I

16---+--t-----.,..-..... ?ofa. ?.

HAMMe" t';ol.ltJc.~s

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

Boring Log "2.·G> - NO. -- · Sheet No. of ----

Drill•r ~ W· L.LlM ~c:,~oC...,II•lv. Dat_e _ ~~~- I'Z. ,I~ 1 '?

Field Party- ME:;ie:l', OMOP.\ 1 KAU _ co,OJr.rJLlo\15 'l"

Type of Boring. · fe~t<t" l\l10W Diam. -------

PROJECT _ ___:P:..:AR.:.._KLA_N_E_C_O_UN_T_R_Y_· _H_O_ME_s _____ _

LOCATION Waihee, Oahu, Hawaii

--------~~~~~~~~~~~~--------- 1o'~ ~ Elev • .;.·_.:...:;,._.:;:;_._ ____ _ Tax Map Key: 4-7-06: 20

Datum -------HAMMER:

l.4o·'*: Weight

Drop ~o·•

SAMPLER: 2" t71AM· t?JL.LI~ T

DESCRIPTION

E;.\..E:N ~ 1o '± ~ "*

-e~v of rtHf-T~t.nol'-l e. ,, • I'Z· I 'Z. • 1?

*Elevation esti~ted from grading plan oy Gray, Rliee & Assoc. dated 11-29-73.

(='OINT

tl~ ~ ~·

~ \--~ .t:. ii -4•

i E fo~

Jl . ""'"'=-00 -1-o.~

----

~ -....

---

I:£_

----

IS -----

.

Drill Bit

w.......... ..•. ,. Time - •

Date' 11.-1'2.·11:1

c t c3 2 °

u ...., ..:...: .. ou g~ H.,_ ~

~..: !!"' 0 ;:)

0 z .. ii E Jl

P~NETRATION DATA

- C.oNill•hl+Ll ~ , Penetration Test 1 N (Blows per foot) 0 1_0 20 30 40

·w- Of MD?

r

IJ ri---~11 o. S

,_.I 4/o . s·

,,~ .s' ~lo.S

j·.' t--+--,_-+--+---~

Ule "'% <{ ...l ~ l:lC

~

\

·. ·. "'' ··.

WALTER LUM ASSOCIATES, INC. I 300~ WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE ~7-7931

Boring Log , :I'M P; 1t•l6J

'I!IC:i1llW8 NO. · '2 1 Sheet No. of ----

PROJECT PARKLANE COUNTRY HOMES Driller .W.L:.LlM A~"$0().,11Jv. Date v-e-t:.. II, 1'\1?

Waihee, Oahu, Hawaii LOCATION

20

field Party . Mt-'ft.~, OMOI\1, KAU · ~- c.o~r.r:&IJoUs · · · · .., ..

Type »f Borin9 ·.:eei'IE;JFI.Il>I10t-l Diam. __ ....;'-;;,__ ___ _ Tax Map Key: 4-7-06:

HAMMER: ___ ..,......,,_......:.;;:::_;;;;~.....:.;~...;_-;__:_:...;..._;._ _____ Elev. --~;:;...;:;;&;...'..;;.t_-1<. ____ _

Datum-------

14-o• Drill Bit

Weight ---=~=---------------- Water levell:i0i!!A.-..ult.€0 .~0 ..

Drop

SAMPLER: '2." 1716-M. ~~..u~i po1~-lt

DESCRIPTION

.e.L~. ~ G.&'t.. 3. '-*

f:.N£7 Of pE;tJE:T~A'f&OiJ e z4-.i l'7.·11·7~

*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.

~ i:

0!

----

?_

----

I!£_

----1; -----

'ZO ,_ --..,..

-zs -

t a. E "l

Time -

Date !1.·11-:B

PENETRATION DATA a. _. c;.o..trn.h.Jtus 0 i E

~

z .. ~..; c3 ..

, Penetration Test c: c3 .. .. &u; ..,:y; ~..; a. -~ .. 0~ 8~ .. "!

E ~c. !.,_

~c. c:c. N (Biowa per foot) Jl ~

c:c. .. 0 :;) > 0 10 20 30 40

ll '1. 1.11'

? 1.o

7.1 j.O'

1--+--+--+--+--+---1 J ">t g, s·

"J/0· 5 ~ria~ s' .

3-l:L73

. . .,

ft\Rl<.I,.~Nf, · coUNiR"/ HOM€S

TABLE I~ - SUMMARY OF LABORATORY TEST RESULTS

BORING NO. SAMPLE NO. DEPTH BELOW SURFACE

DESCRIPTION

GRAIN-SIZE ANALYSIS (% Passing)

Sieve 1" 1/2" /14 /110 1120 /140 11100 11200

ATTERBERG LIHITS Air Dried or Natural Liquid Limit Plastic Limit Plasticity Index

Dilatancy Toughness Dry S t teng th

UNIFIED SOIL CLASSIFICATION

APPARENT SPECIFIC GRAVITY

CBR TEST (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~180-73I, Method_) Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) Optimum Moisture (%)

REMARKS:

Date \-'?-14 By ~r.

~ e l\Of' ~

!;'·1'

G'f<A'/ OR(::>ANIC--

C..\.~~ & ?IY:~

N~iuAAL..

"' 4; ~

M~Q. ~GUIO(.

M GOllA IV\ ~\..IC:>\-11-M~·

0~

4

?I.AI<-fb.C:~

f?RDWN ~LA~~ ~11.4

~I)..\ URAL. \O'l. s-it

I

4-E>

1'-A~ ... G.UI~ M~OIIJII/\

2q~~!·MW

""'"

41.0

0.9 \O.J

; ~

1'-'l.~ ?;t<A..'{ ORbANIC.I C.I.A"/~ ~ SI\..1S

N~\'Uf(A~

.f>~ 4w 4~

M.E-0\UM MeOIUM M~P!UtJ\

OI-l

WALTER LUM ASSOCIATES, INC. I CIVIL, STRUCTURAL, SOILS EN~INEERS I

>~ ••••

3-l:G73

TABLE I t)_ - SUMMARY OF LABORATORY TEST RESULTS

BORING NO. SAMPLE NO. DEPTH BELOW SURFACE

DESCRIPTION

GRAIN-SIZE ANALYSIS (% Passing)

Sieve 1" 1/2" 114 1110 1120 1140 11100 11200

ATTERBERG LIHITS Air Dried or Natural Liquid Limit Plastic Limit Plasticity Index

Dilatancy Toughness Dry Strength

UNIFIED SOIL CLASSIFICATION

APPARENT SPECIFIC GRAVITY

CBR TEST (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-180-73I, Method_) Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) Optimum Moisture (%)

REMARKS:

By

.~ (?

4.~' .. (pl f:R)SI"' ORC:I~N lv C-\A'f~ fi f:.l\...1'~ jj( f1~'S-T2 o£ !'~\

.. b'?.

MEJ)lUW\

7t.lb\lf·IYIW. t,\..\~\o\'f

OH·f!

v C.. (')of)

10'-n.:,•

b~b.'f O~N!(.I

2to.NO::[ ~1\..l

tv\ ~2." GIU I~ ?\...lb\4-i·~. ?\...\6\11

(p

c. ~TM-) \0'-1\.S'

CPR.b.i·~t4 ?1\...~ ~A~l2 (oci> wt. '7.)

!00

J1.b

.. Sf\/\

(..

€. '2.0'- 'Z \, S> '

GR. b.'! OR6ANiv

G\A~2 ~ ~1\;t~

M t;Q. - Q u I (A(_

l'J\~OIIJM SL16~1-MED.

WALTER LUM ASSOCIATES, INC. B -CIVIl, STRUCTURAl. SOilS E!':G~~ I

-- - --- ---- ~

!

·------1 MH & OH

!

. ! ._.___....,..__.,;..-____ ... -----;------- - -

I ---·---- _j

Liquid Limit

P L A S T I C I T Y CHART

1-~Jft._PJ..._·~---------------------------~

e 0 JJ f.;rl ,,.,., T"i' ..... ~-L

OJ!.!IIIIIIIIIIIIIIIII!I!!IIIIIIII

~0 ..-4

~ (\j I'll

~ (;)

..-1

..c ..., otSl I I ~ Ill! Ill I I 1111111111\1111

-I .._,. I'll

1! 0

.:l o: itlltLLJJW Jltttl lt!JIIlilllll s::

•r-i

s:: 0

..-1 .... 0 Cl)

:j o .' bH+H+++++-1-H++H+HHIHffi cu

t::l

!()0

5-1273 Load in P.S.F. STRUCTURAL & SOIL ENGINEERS

:· ~-~

-

:§' o.10n n-rrr:TIIIlntHIWltlU!IIrn+ ~ t1l Cll

Cll (I)

.!:: {.)

~ H

~ ..-.!

~ 0

..-.! .u t1l

"1:1 ..-.! .-t 0

~· 0

t.)

t' ~·'1 I I 11111111 i IIIIi ilillllllll

6-1273

e Ci>

Time in Minutes

CBR TEST I

PROJECT• lf'ARK CANt: GOU NTRj 140M€.~

LOCATION•

SAMPLE NO: - ·4-?IA~FAc.€--

SAMPLE DESCRIPTION:~ .. e~<owN o .... A'( 'E.'J SIL-J

500

4!50

40o

3X>

..JCXJ

f/)

e !:2;50 0 c( 0 ..J 200

1.50

.-----~ ~

~ ~

1\\~TRA h"IDtJ-:.1

/ i?IR ~c , 2." Pt=

r'-

(00 b R@ o.1· ~NEl RATIO~ 'oX .. 10.7 \ :. 10

v I

!50 v 0 0.1 0.2 Q3 0.4

PENETRATION (INCHES)

TEST RESULTS•

MOLDING MOISTURE,%. 4 7. 0

MOLDING DRY DENSITY, P.C.F._7_.3_. '-;;_? __

CBR @ 0.111

PENETRATION I 0.1 ---'-----'---'-'-'--

OA'f? ';,0~~€.0 5

DATE \·'LJ4 BY _ __:E::::;_;__;_rY\.:.___ __

DATE \· ?>·14- BY __ J.,_S_. ___ _

__..,

o/,!]: Jl,5

0.5

CBR PENETRATION DATA

PENETRATION LOAD LOAD (INCHES) (LBSJ (PSI)

0.025 qo 30 0;05 0 ISO lDD 0.0 7 5 '2150 68 0.100 32.0 107 0.1 2 8 3BO 12.1 0.15 0 430 143 0.1 7 8 480 /toO 0.200 !320 173 0.28 0 5b0 187 o.soo to/0 205 0,'88 0 ~50 2.17 0.400 /00 1..:3': '' 0.45 0 7:30 24$ 0.5 00 770 2.57

AGGREGATE '/4" fo..1/rJLi5

HAMME.R WEIGHT I Q !J;?<

HAMMER DROP /6 I W·

No. OF BLOWS 5b!J.AY~'\ No. OF LAYERS--=!)'-----

WALTER LUM ASSOCIATES, INC. I CIVIL, STRUCTURAL, SOILS ENGINEER~ I

LOGS OF BDRlNGS

FROM

"PROPOSED SUED IV IS ION (10± ACRES) II

DATED DECEMBER 4, 1970

AND

UPDATED REPORT, "PROPOSED PD-HOUSING PARKLANE COUNTRY HOMES"

DATED MARCH 1, 1973

e

,·,:-: ...

•

•

WALTER LUM ASSOCIATES I 3()3_0 WA.I.ALAE AVENUE • HONO_LULU. HAWA.II 96!116 • PHONE 737·7931

BORING NO. Sheet No. of ---.,.-

Driller 'tJAL'TE.f', LUi"1 A.'7'70 (.... Date OC.T . .r:>,i4-~ iS, i'.l70 .

Boring Log

PROJECT PROPOSED SUBDIVISION (10+ Acres)

Field Party GLOf'../ , P-..'7A.TO AUGEf\(MO!?IlE.) 4-" _ Type of Boring _13- 40 L Diem. __ --;,._....-__ _

LOCATION Waihee, Koolaupoko, Oahu, Hawaii

Tax Map Key: 4-7-06: 20 Elev. ---------Drill Bit T (. 01\fl..(,

Water Level i4.S lo,S'

Datum -------HAMMER:

Weight \4011 30" Drop Z" t, - ~t" 0 D. THIN WALL TUL:>E. Time ?J·.·;,o f'M (O:OOAM

SAMPLER:

~ ·~

~~l :5J!o

(HH)

MH

'7M

'2." '"'.,_ - '2" '>iANDA"D ';;>F'Lii

~ DESCRIPTION

.. ..<:. Q. Q. E .. ..

Oc .,

':?TIFF, MOTTL.E..D ~!\OWN,

CLA.1E.i '?ILT ""/1\00T?j GI\~VE.L. CO!!>e>LE.. OR. MULDE.. I'.

TAN, DE..COJvlPo?E.D ~OCK.

(C.I\U?HE.? To ?it. 1"1 '?AI--117)

Tt>.N eJ1-0WN,

DE.C.DMPO'>f.D F\OCJ<..

MtDIUM, MOTILE..D DARK I!>MWN,

CL~"1t1 'JILl ""'/DE.C... "'OC.K '

Gf'..I>.'JC..L

MOTILE.D BMWN i GF--1>..7 DI:C.Ot-1 r.o:,e.D 1'\.0C.I', W/'7AND,

Gr.AVE.L. i TI\1\C:E. OF C:.l\A1 C.LA '/

MOTT l.E.D 'bf'..OWN, G~A.VE..L ~ DE..C..OMPO'>E...t? i',Ov\.C.. ""/ C.LA'1E..'"t '71L1

LOOSE, 1"\0TILED BROWN

. DECOMPOSED ROCK. ~

GR.A.Vtl W/ BROWN

CLAYEY SILT

·sTIFF, MoT1LED BROVJN

CLf\Y t.y ~I L T W/

DECOMPOSED ROC\<.

.1'\DT~·.

10-9"70 \0·14-70

DRlLl.E.tJ 10 1\.5' MOIJE.D ~· ,A.._tlD DRILLE-D TO 41 . .5'

\0 -I !:I· 70 C.Of.ITI NUED FROI\\ 41.5' To ~1.5'

E~D OF BORING Gil "1.5'

? f'OOI'·l Date I 0 ·d)· 1 o lo -t4·70

PENETRATION DATA ci

I 0 c E Standard '2." o.o. 2 0 :;; z .. ..: 0 .. u .. Penetration Test "THil-l Wb.l..L.. .. Q . u fju,; ...:u.: ..<:. •

Q. "~ .,..,

TUI!>f. QU g~ .. "! E G>A. -~ cP ~.;: N (Blows pe·r foot) -~ ~A. CCI.

Jl .. ;:: Q ;:) > 0 10 20 30 40 '6Low?/o.r:;,

1-/11.. 40

{.\

0 \ -lb 52... C,B 4/':7 .

<ijS ID~

'h ...

.. 1:,

0 1- c. 5q G./ f, dJjS

~i,

1- D 54-5b LL~ ~

PL-::.

H .. 49

)- F- (,O

,,, > <J

1-G f,O

70

n\ 1-H 55

i

{<\

1-I bO

i)}, I

0 . 1-J"

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

Boring Log BORING NO. \ (::... Sheet No. ---,--- o( · -._,-,.,.,..,....,.,.,..

Driller W.A._LTE..p._ LllM ,A,'J'JOG. Date OC.."L)c .·.')_"1,:\ ·.'I::

Field Party __ ?_H_u_i'""_•A._~_E.._"----"'·'''-· ..;..._~-----

PROJECT __ ~P~~~O~P_O~SE_D __ S_UB __ D_I_V_IS_I_O_N~(~l~O+=-A~c_r_e_s~)--­

LOCA TION _..:,W:..:a::i:.:.h:.:e:.:e::..;,~Ko.:::..:o:..:l:.:a:.:u::!:p:..:o:..:k:.:o:....:,~O:..:ah=-:u:...,:.....:.H:.:a:;..:.w:..:a:.:i:..:i=-..._ T Ma K 4 7 06 20 Type .• 1 Boro·ng t-\AND ALlGE-~ '0"' .~4''

ax p _ey: - - : v

ollr,:;, .,., __ .;..._ ___ _

Elev. -.,..---------Drill Bit

Datum-------HAMMER:

::i:,_h_t·~~~~~~~~~~-=--=--=-~~~-=-~~~~-=-~~~~~~~~~~~~~-= -w-at.._er_._Le_Ti:-:-:_-._-.:::o-=_~-,'-·-:_-:_:t~-:_-:_-:_-:_-:_.,..11--:_. -:_-:_-:_-:_~r~l----_-_-_-_"""t:_-:_-:_-=_-:_-

SAMPLER:____________________ Date _,1.;;.0_·#);...·...;1.;;.0_. ___ ..&. __ __,.._.&.. __ __.. __ _

OH

OH

DESCRIPTION

~OFT I DA.F-.I'Io. 6RA.1- E>L...A.CK

01\G.A.NIC CLA'"/ ( PE.Ai'f)

~OF"T, DA~I<. C:.I\A'f 01\u.O..N IC GL..f>.. '/ (M UC.I<.)

"-'/ :,Afo.!D 1 C.~A.VE..L...

t..ND Of PO~ING ~ ~I

~ t -a Ci.

E' .. Jl Oo

s_

.

ci z . 0::: .. .. ..:

Ci. Q .•

E ~~ .. "'

.: 0::: 0

1.1

!' ~ 3:: ...

.

10? L..l. -~ 1"1.. ':.

B<, L.l. .,.

Pt..:

' PENETRATION DATA ri

I E ~ Standard

5~ 13 .. .. Penetration Test ...:U.: ..<:; • .,..,

QU g'4 .. "! ~.,.: l!! ... 0::: ... N (Blows per foot) . ..

Q ::::0 > 0 10 20 30 40

-Ill 4-{,

-a c. 44

e

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

Boring Log 3 BORING NO. !\h.eet No. ---,--"-- of -"'-'''·---

PROJECT PROPOSED SUBDIVISION (10+ Acres) Driller .'NAL1E-jZ., L..UM A.'?'?OC,. Date cc.-r .. ~,·;)_, \4)7l) \:J?f l).

LOCATION Waihee, Koolaupo_ko, Oahu, Hawaii Field Party GLOP-./ , A.'?A. 'TO HA.ND A.UGE..P.. 4'~•

______ T.=..::a:::x:.....:.M::a:,~P:.....:K:..:e::.Y,_ . .:.:_..:4...;""..:7_-..:0::..;6::.:..: --=2~0 ______ Type or Boring Oren>.. ":'.~ ... -....:..-----Datum-------HAMMER: Elev. -------------

1 AQ Drill Bit

Weight,_...:.....;,"T'_;_ ______________ ------:----.-----.-----,-----.----30" Water Level_.:.o_. '2..:.'-+---+----J---+-----

Drop To'me 1o:oo t>.M 'Z." '? • ~·· 0-D. TI-!IN WALL lUe>E..

SAMPLER: 'Z." "" • 'Z. .. 7T.I>..ND.I>..!Z-.D .,PL.Ii ?PooN Dilte ..:.'o=..·...;'?-;.;o;..·_•o;;....~. ___ -'----"----'----

PENETRATION DATA ci.

c: 0 ~ E· S.ta:ndard I 'Z."O.D.

.2 0 ~

c ~ z .. .. ~ c: 0 ~ . u ., Penetration Tell THIN Wf>.:.L.-..

'0 .!! .. .. ~~

u ...:~ z:· .,"'; en"':

~=::5 OESCRIPTIO.N -= a. a. ~# QU !ju? .. "! 'TUBE.

a. E E ~..: 1i a. N (Biowl per fool) " Jll Jll ~ c:a.

e>L..OW?/0.~ ::l.l!u De Q ::l > 0 10 20 30 40 IAJA'f~lt

70F1, 101\0WN ~~ \1 1\ OP,.C2 PI.NIC. MPI.TTE.R (F.ooi7) ~ I

'l.."t, ;~~~ ?J-A. % 65 52. uo MO PU.,H/1-~ LL"" 104

:OOFT, GF.I>.."'' !!>!\OWN, / PL.:. 41

OH ORC.ANIC.. ':71L1'? ~ CL..A."17 s_ ·i~;· ,..< - • -

( t,LIC:o Hil..j l"E.A.T't) -'2:? ~-e q3 154- 37 2J,( IGO f'U?Hj'Z..O

l:= i

:;:

DE.C.Ol-"1 PO?E.D WOOD w; l4 ~ OR6A.NIC.. t:IIL1'1 CL.A."'' I.!£_

~~" . ~OFT I Gi'-1>.."1 eF..OWt-.1, ~"" ~~·

'?l·C cp 7C:> 5,5 '130 250 f'U?H/ 'Z.. 0

(a H) O"GA.NlC. '71L1"1 ' CLA.'i'J ' .

Wj'?A.ND . ~ .. ~~~l

?OFT, G.l\A."' O~C.AI .. HC. ·~-- ~f 7./~· '2"? ~-0 102. 'b\ 5G. 830 3b0 l/.'i> 'l..jo;.; OH ':1A.ND'i CLA"t L.L. ~ #)0

•'1.-/~:f:. fl.~ 4-S /~

~ ~ v

':>TiFF, E!>~owN GPo. A. '1 ~~:::-.· OH ORGA.NIC C.L.A./ W/7A.ND

""Z."t, ~' '?>·E. fc1 4'Za 100 4-/5' (,j5' 8/4 8/f' ~ . 114- 70 ..

7."?? f.-:. I-

'?l·F FRAG ME.» I • 1i ii - - - 24/?; DE..C.OMPO~E.D ~OC.I<. . E.Nil OF E>Of?..l"'-lu ~ 7.-z..e'

WALTER LUM ASSOCIATES I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96B16 • PHONE 737-7931

- PROJECT PROPOSED SUBDIVISION (10+ Acres) Boring Log

BORING NO. 4- Sheet No. ---- of ''.-.·-...,.,..,.,.._

-_....;:,.......;....:.... _________ ..:....-==----_;_ __ Driller W A.L TE..i\ LU M A. '7 t;Ov, Date OC-T ,,· ~ ~ , I 0 +:_:7,( __;__.....::...~ ~-' .. :,..;.;.~.;.;.,, .. LOCATION Waihee, Koo~aupoko, Oahu, Hawaii

Tax 11ap Key: 4-7-06: 20

Field Party ? U 1.UI<. I 1 G L.O!\ "1 -..:......:......:....--:.--~~:...,_-..:._ __ _.:;.._____ A.UG""-. 1 r-1oea .. e..) 'Lj.."

Type ol Baring '·"' \ Z:> • ~0 ! .t)'tjJTr, .....,.,.,_-·-· .,;..· ----"-''''

HAMMER:

Weight 140~

Drop ~0"

Elev. P•rum

Drill Bit T C DKA.G

Water Level Z8.o 24.5' Time 'Z.'Z.Of'M q:30 ANI

SAMPLER: Z" ':71A.NDAF-.D ~FLIT i:JPOON Date IQ-'Z:'J-10 10-2"-70

-PENET~ATION DATA

1: t Standard I .!:! 0 c 0 ~

c; ~ z .. u .. ~ 1: 0 .. .. Penetration Test

"'C .~ .. .. .. ...: u iu.; ...:u.: .c: • DESCRIPTION

.,.., ~=i -= 'ii 'ii ~4 ~Ill au ~~ "'"' i E E 31>. ~0.: ):!!>. 1:10. N (Blows per f1111t)

Jl .. ~ .. ::l~U Oa en Q ::I > 0 10 20 30 40

e,p..owN 1

?IL1"1 C.i-/>..'f v.J/ ~ ~ 11\II.C.f.? OF ?A.ND ·~~

J?l?ll MOT11..E.D ~I\O't-JN. I ~~~ ~\l-1"1 Ct..,._'i . ..,/iF..!I..C.C.h oF s_ f~

DE.(;OM PO?E,..D MC.I(,' GI'A'JE.t. .~' I ~

IA..N, :t..P·:"f E. 'i ?it.. I W/ ""!J 'T ~14-C.E.? OF DE.COMPO~E.i/ .jl.

e i\Ovl<.

~II :!.2.__ 1: . ii

,, ' ·I

<I I·

li·/ I .. ;y· ~I~ , l ·" 1 I ' I ~ li ., II

llU< 4·A C:.O IS_ - - - - I '.:>"TIFF, MOTTLE.D El~OWN '

MH Ct..P\'/E. "'/ ~IL..T ""/ i~AC.E.'/ ji . -!.;,; OF FINE, ?AND • ,, .

DE.C.OM f'O?E..D Fo-oc.r.. II .•

H 1zo .

; . ji

ii~ 1: il .. [

H w~ ·tt-·-,,~ ~: \O·'LG.·7

il ' 1

ZL + .: ii ·._ :! • ll ,,

·jiQ

jf'·,·~ ii ' -~~ :•

il lt :: e :,11f'F, MO"TTLE.D Eli\owN, .~

ji. ~ ~I !i U, ..

((::.M) Cl..A"iE.1 -;,,L. i ' rj ~~ 4-e, 5~ - ] li; II - - - -

!IE.C.0~1f'O~E.D f\OC.K 'fGM\JE.L o1 II f.--

\::ND OF BoRING Gl :31.5'

;....,.:-

WALTER LUM ASSOCIATES I 3030 WAIALAE AVENU.E • HONOLULU, HAWAII 96816 • PHONE 7~931

Boring Log PROJECT PRQPQSED SUBDIVISION (10+ Acres)

LOCATION Waihee, Koolaupoko, Oahu, Hawaii

Tax Ma:p Key: 4-7-06: 20

BORING NO. 5 Sheet No. '· ~f ..;._ __ _

Driller WAL.,l'E.r\ LUM A.'J';;00. Date,,-:<)c.:r,·z:o ~ 2.1, i-:l10

Field Party GLO"' 'i , A7J2-,\-:'u ,.

Type .,, Boring ;..:"-,NV "'-USE-r<. . 4-" o;'am. __ __:. ____ _

HAMMER: Elev. ---------t ~~~

Datum -------

Weight __ l_o __ '?_L._E.._D_e:._E-.....__H_A_M_M_.;;;;e:.,;..."------- -------.....------.----.----,----wate_r Level 0. -:,' 0. 3'

DroP-----~-------------- Time ?J:4E>PM 'Z,·.oof'M

SAMPLER: ___ '2..=;..."...;0;;. . .;;;.D_i'-'H"'-_ :.;.I N~W.:..:..;.A...;.;:;.L~L......:.T..;;U;..;e,;;..,:E.~------- Date \O·'ZO· 1 o 10 • ~~ ·10

OH

DESCRIPTION

::,oFT, 1:>1\0W N, O"GANIC..

MP..T'TE.f\ ""/11\AC.E.? OF

Ol\uANrc. c.t..A-'1 T GP-A\IE-L

50F-i, GF-.A"t ; ~1"-0WI-l, 01'-.GANIC O._P,."'J

""/ 01\GAI-IIC, MATTE.."-

~OFi' E>P.,OWN f C:,f\A"'( I

01\C::.ANIC. C.I..A'1 Wjt,AND

("1l.IC"'HTI.."1 FE.I\.1"1)

::JE.N~E..

S.:..ND 1 GI\,0.,\/E.L ""/

Gf<.A'I ':>IL-1'1 CLA't

' E.N D 0 F- f:,Df'...II4G. 2 IS

/ ~ -= a. ..

Oa

;_

I!.Q___

IS_

.

ci .; z ~ 0::

..!! .. .. ..: a. ii. a· E E .I.! Jl Jl ~A.

~ ~

~ 0 .. v .. 0 ~..; v ~j .:U.:

!.# &~ ~..:

G.l~

~ l!CI. fiiA.

Q :I >

';C..O 'Z.OO

3G.O 100

PENETRATION DATA

Standard l ro* ?LEDGE-Penetration Teat Hllo.t1 ME. I\

N (Blows per foot) o to 20 30 .co o1..ow? jo . .;

fU~I-Ij.!:>

lj.s' t;.:;

l'U?H I \.0

'/ ;'

\4/; 7Aj.5

WALTER LUM ASSOCIATES I 3030 WAIALAE AVE.NUE • HONOLULU, HAWAII 96816 • PHONE 73_7-7931

Boring Log '701.1~t'IN(:o ~ ~NO. Sheet No.---- of'""'<'-......,..,.,._,....,

PROJECT PROPOSED SUBDIVISION (10+ Acres) Driller 'NA.L.1E.I\ LLIM A.'l'IO~. Dat_e NOV. ?._.~,, 11)1_~, ):.\,o-·~· "! '•;'

LOCATION Waihee, Koolaupoko, Oahu, Hawaii C.ONTIMUOU'>

Field Party G LO ~ '1 , ~A~ U

------=T.::a;.:;J{:.....:Ma.=.~p;......:K:.:.e::.y.t....:..:_.....;4:....-.....;7;...-.....;0;.;6=-:..: --=2.:::0..,...------ Type of Boring PE.NE.>"-A.iiOt-1

t)~,\llll -------HAMMER: Elev. ----------Drill Bil

Weight_~l4-----:a-~-------------- -------,.--.-----T""----.----....---~0.. Wat~Jr Level-+0- F>'

DrOP--~-------------------- Time;...l::.l:.....;~;.;o_A_M~----r---+----+----SAMPLER: 2" DIA.. f)l.UNT ~OINT Date .:.;11:....·..:;'7.;.;:4-_·.:.;1o;.J... ___ ...._ __ _,_ __ _.~;..._ __

DESCRIPTION

ci z .. ii E Jl

i..: i~

.: c

c3 !., ~

ci. E 0

.; u ~j ..:u.:

!S"i ~..: ~c.

Cl ;::)

PENETRATION DATA

~ s:sndaHI c.oNTINtou~ .. " Penetration Test .r:: • ..,.., -~ cc. N (Blows per foot) .. > 0 10 20 30 40

, '

1--+--+---J---+--11--1 0 !>L.OW7 1•5'

LJ lfi •~ "''' o'

-ot E ~,_o foJ fl .o· 1--1---t--t--+--+--1"1[ ~ ~LO\ ~/I~,

-4 BlOI 5/ t.o·

WALTER LUM ASSOCIATES I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737.79Vo

Boring Log PROJECT __ ___;P;_;R._.O~_P_O...;.S_ED_S;_U_B_D_I_V_I_S_IO_N_(;....l_O=+,_A_c_r_e_s~)

BORING NO. __ l_:_. __ Sheet No.----:- of ..,.._-_,."..,..

Driller Wt>.L.."TS:..R LU}-,.1 J..i-;1-,D(.,_ Date .-:.;N:...:.('C'-",j.;... _..·7.;.1:.,;.;_. •;;_-c ....;i'..:.i..:.-1~D __

LCCATION __ ......;.W;.;:a::.::i::.::h::..:e:;.e:;..Lt"'"-:..:K;;:;o.:;o.:;l;.;:a::..:u:i.!p._o:..k:.:o~,_.;;:O.:;a::.h:..;u:.:,:.......:H::.a::.w::.a::.::.i.;:...i Field Partv-...:G:;:L..;;:;~...:.J:.;,/..:..D..:..•_..:..l<.:::A:..:K...:'.:::U:;._, .. -""-'''_,...........,.._-~-,.----'-­

-----'--......::T:.!a:.::x:!-..!M:.:a:::.Pt:.....~K:::e:.zy...::~....;4;:..-.....:..7-...::::0..:::6:..::_:2:..::0:..,_"----'--- Type ol Boring _,.t::.A::.;•d:.;.;:'-"'~~;I:-f'<-::....:..-...;;·""-':....·- Dt~:- ---~----Datum __ __;;::-:;;-:;;-:;;-__ _

HAMMER: Elev·---------VVeight __ ~l~~~o~i--------~----------- ~D~rii~I-~Bi~t~::::::~::::::-r---~,---~-----

30,. Water Levei_+:_:0~-5~--I------+----+-------+----Drop'---~~~~--------------------

SAMPLER: ____ 1.:.."...:0;.;.-D::..:... . ..J.TI-1:..:.1:.:-;~~W;.:;.~..:;;L:-;::t-;.;.I..:.U~'D:;;;,;·'i:-:::;.... ____ _

DESCRIPTION

VERI <Oofi, B~OW!-1, ~tC. C..U.."1E-'f <Stl L-T ~ ~OOT~

v~RY ~OF1, ~RA'/ ~ B~~ ORGANIC. - l'IIUC.\(

PEfo...T

L..OO<f:=>e.., ~~WN <OIL-1'1 GAAVEL W/ S>"-NO ~ ~ OF ~N. CJ....A'f

.

0 z .. i5. E cl!

Time_:..:----+-----+---------+----+---­Date l \ = '2.1-11)

PENETRATION DATA

Stan:dard I '2" 0. D. Penetration Test 1'\-llf-.l WAL.\.­

iU!!!>S. ~t4f'"....v<

N (Biowi per foot) 0 . 10 20 30 ~ e;..ow~; o. b

PU~~ ' '2.0

r-----------------~~~--------------------------------~--~----~--------·------~

WALTER LUM ASSOCIATES I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE J33:793J,

Elev.

Drill Bit \.C... DRAC:i

Water Level :,.o'

HAMMER: Weight._~I4-_;_0 __ il-___________________ ----------:-----r------r---~---.,-

~o" Drop'------~~~~~~~~~~~~~------­'2." t, - '2." O. p. 11-PN WA.L.:L. iue.e...

SAMPLER: ___ ..;'Z:..'-· "~"~·.....;":..'-' ..:"..:i...:.A;.:.N.;.;;D.;;.A;.:.~.;.;D;.......;.?...:.P...=L.....:.Ii.;.......;..,...:.P..;.o...:.o_~-o~.;..... __ _

lsM)

DESCRIPTION

'70PT, !>~'.OWN,

'?IL.."f'i C.L-A'i W/O~(.t>.N.IC. MAT.

'?OFT, MOlT L.E.Q e,f'-0\I.JI-' ,¢ GR""f ClAY W/ Roo\5 (~L\GI~TL'{ CR.c.\1-{IC.)

t,Ol'j, e.l\oWH, CI...A'{ W/ 'TRA.CE:5 OF SmD { GRAVE\. (.'5UGI\iLY OR.G~IIItc.)

WE.A.n-IE."E.D ~ DE..COM PO 'JE-D "OC.I<. 'N/ Ti<..AJ:.CS OF 6f<OW ~ o...A.Y

ci z .. c: .. cgy,;

a. ~Co.! E ~Q. Jl

15_ 1."t,;

~ }~ '1."7? [] ~ -E.

Time 1\'.~0AM

Date

~ 0 v

~cl! ~

11 {,!;>

7..1

11--'2.!:>-10

-·

,; iu; QV ~..:

Q

ci E .. ~ .. .. ..:u.: .I:.~ "'··• sui u"!

C:Q. c:Q. .. :;, >

rz.oo 1140 11..4-0 '\'\0 51.~0

l400

PENETRATION DATA

Standard Penetration Test

N (Blows per foot) 0 10 20 30 40

'2."0·D· 1HIN WAL-L. lUI!> E..

1-lA.ND PU7Hj.~ · 1/.S' lj.~

I

]

14-o• '~>·Jl/ ?'

1/J·~·

l==t:=:t==:t==t:=::::::l ?J ?J / ?J ~AMMe..tz..

e;,ouNC.E.';

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

Boring Log PROJECT PROPOSED SUBDIVISION (10+ Acres)

LOCATION Waihee, Koolaupoko, Oahu,· Hawaii

Tax Map Key: 4~7-06: 20

?OUNDIN~ aeiln•ct NO. \0 Sheer No. ----.··'~f ..........----...,...,.. Driller WA.I..iE.F. l..UI"'\ A.'-JtJ00. Dare NO_}· '-z. ~-:. {~1 0

Field Party GI..O~"f ' K.A..Kt.l ... ,. C.0>4"\'IHIJO!.l'>. ,,_, •. 7."

Type of Boring PE.1--\E.T".C..TI 0 t'. ~!.0!11· --~-----Datum ___ ......,...,..... __

HAMMER: E1""· - ........ -------

1 011 7 \...~ DG E. 1-1 A. M M E,Fo, uD'r::::in~a:;'_:=~;::::::;::==--r-----r-----:----Weight __ _.....~....,...------------"~- _

Water Level O. 5>' 't Drop --~~~--+~--~----~--

Time 'Z,: 00 f'M

SAMPLER: "A." SIZE. Roo::. (!o/e/' (j_lJ) 0,,. .:..;ll_--z..;;.~.;......;-1~o_._ __ __,.._ __ ~-..,..,.,__..---

. Dl'.li..I.E.I\? DESCRIPTION

?OFi, l!l"'-OW~. QP,.(:,A~ICJ 0LA'1E.'1 -?IL..i

~ rt-OO"T?

END Of PE.NE.ii\AiiON@.. 11.&

-

IS_

PENETRATION DATA ci. ' ::5taacblrd: c-o ~i 1 N iu" 0 c E

~ 0 z . ,; u .. <: 0 CD

CD &~ u <: • ..:U.: ~..; Penetration Test

CD"': "ii ~I.! !oe ou <: • it~ o"! E ~CL ~..: l;!CL <:C. N (Blows per foot)

~ ~ .. 0 :I > 0 10 20 30 40

H 1'4D Pl ';>1-1 1"Z.s·

--· ...., :.;:: \0~ <?LE.D&E,

HA.MMC..F..

ln_ f----1

u-_r

1----1----1~--~---~--+----1

1'---'

-

~~~ lt.:;

r-----------------------------~----------------~--------------------~

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

Boring Log '>OUNI>IH(:, II ~NO. --------- Sheet No. of

PROJECT PROPOSED SUBDIVISION (10+ Acres) Driller \IJf:a..l.,iE.P.. L.UM f:>....""'OC, Date NO I./. 1..;' I "110 -

Field Party G l..O p.. ""/ LOCATION Waihee, Koolaupoko, Oahu, Hawaii C.014'fllol1.10U'>

_...___,_..,. ___ ....;T:..:::a~x~Ma:::::.aP::......;K::e::::.z.y..:: _ _:4::...-~7--..:::0;.::6~::........;2::.0:!------- Type ot Boring f'£..,~L J"-to."T•cN.

HAMMER: Weight 10* ~L-E..PI?E: 1-\f.\1<\MER

Drop~----~~-----------------------------SAMPLER: __ ....~"A:;lo..· ·_• .::::.~..::'z;;;.lii~.__.:.;:R~o;.~:::D:.:::S:..-~(I:...:sl~e;:."...::O~.pt::.:.-..:R.o~D:..::~l,l) ___ _

""-11..1-F.A'l DESCRIPTION

t,opr. o"e:.A.r41C:. CI..A'iE.'i '?11..1 ~ P.,OOT"

;_

.

0 z

i ~

Elev. ----------Drill Bit

--------~-----r--·······------:-----Water Level 0 · ,. :!:.

-~~-+------~-----4------+------Time -:>:4? AM

Dete il-'l.'>·10

PENETRATION DATA

t ~ ... ~CONTINUt'> 0 J..; d jj u Penetration Test

~.:&: ~

8"' II .. "! ~# t':..: ca. N (Blows per foot) c"- ..

Q :::1 > 0 10 20 30 40

I ;I I

-~\

\\ t.

·. ·, \

\ \\. \,\,

· .. '. ·~ ..

'' \

\ \, \

\ \

~·,

~

\ \

· .. ~

\

'\ \. \ \\ \;'

\ \\

\ \

.\ . \

\ \

\~ ;

\. \

\·

\

, ..

-----.----~-c-~ ~~---~-

...­{,'/

0 I

~

I '

/

/.

•.

I

I I

,.

{

< ......

-~-., -----·

I \ij~

~ \'

- 0 \

i l I I I I l l I . I

~:\ ,,

I \

;:;,

'; ·, \ \

I \

·. ::~.

\·, '"

':'

. \\ I

\\

\

\'\ \,

'\

,\ ·, '\\

\, ~

·:· \\

I \\ \ \\ '.

4.

\' I\

I \

'' \' '\. ·. \ \\ \

\' \.

/

0

' '

I

I

D

.-z Ill ~

~

~

0

-4'. \) -z. ..:....

tL t)

~

+

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u..c~ \f\

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~

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,_) !'j ··.t ~

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tl Q

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. tt 1-

.{ ~~-

-(L. £1

tl.. \)IV~

-d

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\-. lil

0 ~ .z.

lL ti .:: ~

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.,.~

+ +

+

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tl~

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a

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~~ €'~ ~ ~-~~;:~::

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Jl::_ -2f~:...-:',._: ~.! ~-!~

~--

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' ~~

-""-0

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.. -·-····-l-!""-..... -... .. .....,.

-/:::-

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=-=:

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·-· -.-

-

LIMITATIONS

In general, soil formations are commonly erratic and rarely uniformor

regular. The boring logs indicate tbe approximate subsurface soil

conditions encountered only at the drill holes where the borings were

made at the times designated on the logs and may not represent conditions

at other locations'- or at other dates. Soil conditions and water levels

may change with the passage of time and construction methods or improve­

ments at the site.

During construction, should subsurface conditions much different from

those in the borings be observed, encountered, or otherwise indicated,

we should be adv:f_sed imm~diately to review or reconsider our recommen­

dations in light 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 co~struction operations at or

adjacent to the site, it is recommended that this report be reviewed to

determine the applicability of the recommendations considering the time

lapse, ~hanged conditions, and changes in the state of the art of soil

engineering.

Our professional services were performed, findings obtained and

recommendations prepared in accordance with generally accepted engineering

practices. This warranty is in lieu of all other warranties expressed or

implied.