e99od-03/). · to avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. the...

82
A tt: .. . - \ c.::.A . J e99od-03/). FEB l {; t.JAIAU SUBDIVISION - UNIT 1 - PRELIMINARY SOIL REPORT (for·res:i,.dential development) WAIAU, EWA, OAHU, HAWAII TAX MAP KEY: 9-8-02: 3 .To: COMMUNITY PLANNING,. INCORPORATE:P By: WALTER LUM ASSOCIATES, INCORPORATED CIVIL, STRUCTURAL, SOILS ENGINEERS September 23, 1969 . . .... ·· .. MUN!ClPAL CENTER · · Citv K Cc·' Hq_nolulu · City ·. Ha·NaJ.I g,oo·13 . · HJ Ht}

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Page 1: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

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e99od-03/). FEB l {; •

t.JAIAU SUBDIVISION - UNIT 1 - PRELIMINARY SOIL REPORT (for·res:i,.dential development)

WAIAU, EWA, OAHU, HAWAII

TAX MAP KEY: 9-8-02: 3

.To: COMMUNITY PLANNING,. INCORPORATE:P

By: WALTER LUM ASSOCIATES, INCORPORATED CIVIL, STRUCTURAL, SOILS ENGINEERS September 23, 1969

. . .... ·· .. ·~~~~ MUN!ClPAL REFERENC~~ORDS_ CENTER

· · Citv K Cc·' 1~.~f· Hq_nolulu · City H3~H"~,.~~~~5G ~:;,Ki~:~~ S~~Get

·. ~\'&u. Ha·NaJ.I g,oo·13 • .

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Page 2: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

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

-·- ···-··

I . WALTER L.UM

EDWARD WATANABE

EZRA KOIKE

3030 WAIALA& AYE., HONOLULU, HAWAII 96811> • TEL. 737-7931

September 23, 1969 ,,;,

.· ·· . . • HR. GEORGE HOUGHTAILING :: . . ~'

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Conununity Planning, Inc. ·suite 602, 810 Richards Street· Honolulu, Hawaij. 96813

Dear . Mr • • Hough tailing: ·

Subject: Waiau Subdivision - Unit 1 Preliminary Soil Report (for residential development) Waiau, Ewa, Oahu, Hawaii Tax Map Key: 9-8-02: 3 Chapter 23, Revised Ordinances of Honolulu, 1961 As Amenqed

.In accordance with your request, a preliminary soil exploration was made at the proposed residential development site for the Waiau Subdivision -

·unit 1 at Waiau, Ewa, Oahu, Hawaii •

From the field eXplorations and laboratory test results, it is our op~m.on that the site may be developed for the proposed residential housing. One to 2-story, light buildings can be supported either directly on stiff existing ground or on compacted fills constructed from suitable on-site soils .

Unforeseen or undetected conditions such as soft spots or seepage water ·may occ1,1r in localiz~d areas and will have to be adjusted and corrected· inthe field as they are detected.

·All earthwork should be done in accordance with the requirements of .Chapter 23, Revised Ordinances of Honolulu~ 1961 A.s Amended ~nd the. recommendations .contained herein. ·

· . The report includes a Boring to'cation Plan, boring logs, laboratory test results andrecommendations.

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Respectfully submitted,

WALTER LUM ASSOCIATES,

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. Ez Koike . : Professional Engineer Hawaii No. 1450

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INC •.

Page 3: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

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Q 0 1-!. T E N T i

SCOPE OF ExPLORATION

PRELIMINARY FIELD EXPLORATION . . . LABORATORY TESTS

GENERAL SITE AND SOIL CONDITIONS • . . . DISCUSSION AND RECOMMENDATIONS • • • • • • • . • •

PROPOSED SPECIFICATION FOR EARTHWORK

APPENDICES: ..

A. LOGS OF BORINGS - Boring Nos. 1 thru 48

B. SUMMARY OF· LABORATORY TEST RESULTS - Tables IA thru IE

C. fLASTICITY CHARTS

D. MOISTURE-DENSITY CURVES

E. GEN~RAL TESTING METHODS

F. LIMITATIONS

G. BORING LOCATION PLAN - Figure 1

H •. PROPOSED BOULDER FILL- figure. 2

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Page 4: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

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. .WAIAU SUBDIVISION- UNIT 1- PRELIMINARY SOIL REPORT (for residential development)

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WAIAU, EWA, OAHU; 1IAWAII

TAX MAP KEY: 9-8-02: 3

SCOPE OF EXPLORATION

The purpose of this eXploration was to determine general soil conditions .

. of the proposed site, Waiau Subdivision - Unit 1 at Waiau, Ewa, Oahu,

Hawaii, for light residential development.

This report includes preliminary field exploration, laboratory tests and

.general recommendations regarding the soils at·the site~

PRELIMINARY FIELD EXPLORATION

, .·. ·· . Forty-ei~ht eXploratory borings were made at the site. The locations of

these borings are shown on Figure l,.Boring Location Pla:n. Descriptions

·of the underlying soils encountered are show11 on Boring Logs Nos. l.thru ' .

. . . 48.

Borings were made witb 3-in. and 4~in. diameter augers using finger bits

and tungsten carbide drag bits. Soil samples were recovered with a 2-in. ·

:. 'thin-walled tube sampler a11d a standard· split spoon sampler driven by a

140-lb hammer falling 30 inches •

.··. Soil samples were visually identified and tentatively classified in the

·field •. In the laboratory, they were subjected toappropriate tests. •'

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Page 5: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

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The field identifications and classifications were then reviewed and modified

to conform with the results of the laboratory tests· in accordance with the .·

"Unified Soil Classification System."

LABORATORY TESTS

Laboratory .tests included: natural density, water content and unconfined

.compression; laboratory torvane shear; Atterberg limits; specific gravity;

··. gradation; AASHO T-180-57 det_lsity; expansion and CBR..

A list of the standard field and laboratory test methods used for this .

. ·project is given in the Appendix.

A summary of the laboratory test results is given in Tables IA thru IE •

· GENERAL SITE AND SOIL C01TDITIONS

· The project site is located in Waiau, Diamond Head of Hoomalu Street and

mauka of the proposed Interstate Defense Highway. The ground generally

slopes from north to south at about 5 to 15 percent g~ades with steeper

slopes in locali~ed areas along the southeastern section of the site.

Almost all the site is utilized for sugar cane production at the present

time. Irrigation ditches, flumes and cane haul roads cross the site.

Three earth fill reservoirs are prominent features along the westerly

boundary of the site.

Loose soils were noted in the cult.ivated windrows to a depth of approximately

18 inches. The soil.is red in color, probably.because of a high content of.

iron oxide.

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Page 6: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

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From the field explorations and laboratory test results, the soils at the

sitemay be generally described as follows:

A surface layer abou~_l to 5 ft of medium to stiff, reddish­

brown silty clay and clayey silt underlain by stiff to very

stiff mottled reddish-brown clayey silt with decomposed rock

to about 15 to 20 ft, the depths drilled. Boulders or rocky

materials.were encountered-in. several of the borings.

Water was not noticed within the depths drilled during the field explorations.

For more detailed descriptions of soils encountered in.the ·drill holes, see.· . . .

the boring logs.

DISCUSSION AND RECOMMENDATIONS

In general, the present plan is to clear and grade the site for residential

· development.· The· proposed grading at this time is to use cut and fill slopes ./

of generally les.~ J;:_b.<!.t.LlO ft in height. -·,..:----

'In the opinion of the Soil Engineer, the on-site soils, in general, have

· .. sufficient strength to support the fills and proposed light, one and 2-story

residential structures,.provided the si~e.is.cleared and grubbed, drained,

and localized soft spots are removed.

Unforeseen or undetected conditions_such as soft spots·or seepage water may

.·occur in iocalized areas and will have to be adjusted and cor~ected in the

field as they aredetected. ·.•

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Page 7: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

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Fills --In general, the on-site soils are suitable for the construction of

the proposed fills. 'rhe construction of the proposed fills should

be done as requir.ed 'by the F .H~A. Data Sheet 79-G; Revised Ordinances

of. Honolulu, 1961 As Amended; and as recommended below:

-(1) All trash piles, concrete slab on ground, rubble

walls, scrap metals and unsuitable fill materials

should be removed.

(2) 'ropsoi-1 and stockpiled soils should be either

(a) stripped to stiff natural ground or (b) scari-

fied and recompac_ted befqre the placement of fills •

·(3) In all sidehill and gully areas where fills are

proposed, care should be taken to sttip off all

loose materials along the side and bottom and to

key all new fills into stiff natural ground •.

-. (4) _All hard surfaces along existing access roads should

be scarified down to stiff soils and recompacted to

match the density of the surrounding soil.

(5) Thin sidehill fills (sliver fills) on,sloping areas

should be avoided.

(6) ·Along drainage and irrigation ditches where fills are. '-

·-- pr.oposed, the bottom and sides should be stripped down

· to stiff natural ground or scarified and recompacted ·

before .the placement of fills.

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Page 8: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

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(7). ·subdrains should be placed in a herringbone pattern

along the bottom and sides of natural drainageways

and gullies before the placement of fills. The

final locations of subdrains should be determined

in the.field after clearing and grubbing.

(8) All fills should be constructed in approximately

·level layers starting at the lower end and working

upwal:'d•

... (9) All fills should be laid.in 6-in. compacted layers

with a. relative density of at least 90% of AASHO

T..-180-57 density •

_(10) The ·abandoned reservoirs should be drained and

. dried. All loose and soft material should be

stripped away from the bottom and sides ·before

placing of fills. Where boulder .linings are .

· encountered, they should be retl1oved to about 4

ft below finish grades to ·minimize effects of

· . localized hard spots.

(1:1.) If abandoned irrigation conduits or old wells are

encountered on the site,· they should be located

· on the construction plans. All conduits within

4 ft or within 2 times the diameter of a conduit .

from finish grade should be removed and the.exca-

vations backfilled with compacted fill. '•,·

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Page 9: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

··-·. I (12) If boulders are proposed to be used in the

construction of fills, they. should be generally

.·. ·placed along the toe section of slopes. The

subgrade should be stripped to stiff natural

ground, shaped to drai~ and a layer of filter.

material placed on it. Nesting of boulders

should be avoided. All voids should be filled

with smaller granular soils. A blanket of fil-

ter material should be placed. against the boulder

· fill before construction of fine soil fills

against it. See sketch on theattached Figure 2.

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Slopes

e ·For the soils at this site, cut and fill slopes of 2 horizontal to

1 vertical .or flatter should be ·used.·

Slope adjustments or other precautions may be necessary if seepage

zones or soft.spots are encountered in localized areas. ·'· ..

For protection against erosion during construction, it. is recommended

that runoff water from rainstorms be.controlled by berms or other

···:.' approved methods.

·' ·.The surface .of fill slopes should be compacted by cat-tracking Ot"

with a sheepsfoot roller.

Slope plant;l.ng is recommended on cut and fill slopes 1:0 ll).inimize

• erosion •. · . .,;

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Page 10: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

,.' Foundations

If earthwork is carried out as specified, the stiff natural ground

and well constructed fill should develop adequate bearing values to

support the proposed light, one to 2-story residential structures.

For light one and 2-story houses, differential settlements will

probably be negligible and within the.settlement tolerances of resi- ·

dential structures.

General recommendations for foundation construction are as follows:

(1) · For proposed light one-story residential structures,

conventional types of house foundations such as slab-

on-ground construction or post-and...,beam construction

·:tt may be used.

·. (2). For 2-story light structures with bearing wall loads . .

greater than 800 lbs per lineal ft,. slabs on ground . ·

should be separated from grade ·.walls, beams and

column footings.

(3) Bearing values for a given soil usually vary with the

size and depth_of footings. For light, one and 2-story

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

·used.

(4) All soft spots or pockets of loose mate~ial encountered

···.in· footing excavations .or below the building area should

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Page 11: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

•'.

e be excavated and backfilled with well-graded granular

·material such as S4C or other approved material.

(5) For concrete slabs on ground, a base course of 4 in.

of well-graded gravel is recommended. To avoid capi1-

lary moisture, the gravel should be greater than 1/4

in. in size. The subgradeshould be compacted and

shaped to drain.

The elevation of the subgrade should be kept higher

than the surrounding ground outside the building when-

ever practicable.

(6) Because of the downhill creep effect of soils on a

' e· slope; some settlements may occur near the tops of

slopes. Therefore, buildings should be placed about

15 ft from the tops of slopes. ·This distance may be

reduced for lower slope heights,.e.g., 10ft for 10-

ft-:-high slopes, but in no case closer than 5 ft from ·

. the top of a slope.

(7) · .· Construction of retaining walls on side slopes should

·be avoided unless the underlying materials are very

stiff or hard.

(8) ·Good surface drainage away from the foundations of

the proposed structures should be maintained •

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Page 12: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

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.... .. ·•~ ..... Road~vay

In general, a rough estimate of the roadway pavement thickness for

the light residential traffic anticipated is as follows:

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

(2) Base course - 6-in. base course •

.. (3) Subbase - 6-in. subbase course over a

prepared subgrade.

Provisions should be made in the contract documents to allow for

local adjustments regarding subbase requirements in the field in

accordance with, the design standards of the City and County of

Honolulu if unforeseen soil conditions are encountered at subgrade

level. In fill areas, the use of select soils withi1l the top 4 ft

·e of the subgrade may be considerec;l to reduce the thickness or eli-

minate the subbase course.

It is recommended that subgrades be compacted. and soaped to drain.

To avoid the ponding of water and soften~ng of the subgrade at low

points, weep holes.· should. be placed at. subgrade levels. thru the

walls of the catch basin which are placed in these low areas •

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Page 13: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

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PROPOSED SPECIFICATION FOR EARTHWORK

WAIAU SUBDIVISION - UNIT 1

General Description

This item shall consist of ~11 clearing and grubbing, removing of

·existing structures, preparing of land to be filled, excavating and

filling of the land, spreading, compacting and testing of the fill, and

all subsidiary work necessary to complete the grading.

Clearing, Grubbing and Preparing Areas to be Filled

All vegetation, concrete slabs, rubble walls, scrap metals·and

rubbish shall be removed and disposed of, leaving the disturbed area

with a neat,·. debris-free appearance.

All vegetable matter shall be removed from the surface upon which

fill is to be placed. All topsoil and stockpiled soils shall be

. (1) stripped to ·stiff natural ground or. (2) scarified and recompac ted

before the placement of fills. All.topsoil encountered at finish grade

shall be scarified and tecompacted.

·Allhard surfaces along the existing access roads·shali be scarified

down to stiff soils. and recompacted to match the density of the surround-

ing soil before the placement of fills •

Where fills are proposed in·all sidehill areas, gullies, and along

drainage andirrigati.on ditches, all loose Iilaterial along the bottom

and the sides shall be s~r~pped down to stiff natural ground before the \

placement of fills. ··All new fills shall be. keyed. into the stiff natural

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Page 14: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

. · ••. ·•. The abandoned reservoirs shall be drained and dried and all loose

or soft material shali be stripped away from the bottom and sides before

placing of fills. If boulder linings are encountered, they shall be

.removed to about 4 ft below the finished grades.

Subdrains shall be placed along the bottom and sides of the natural

drainageways' before the construction of fills. The final locations of

subdrains should be determined in the field after clearing and grubbing.

If abandoned irrigation conduits are detected during construction,

they shall be located on the construction plans. All conduits within

4 ft of finish grades shall be removed and the excavations backfilled

with compacted fill.

Where fills are made. on sloping areas steeper than 5 horizontal to

e .1 vertical, the ground at the toe of the slope shall be benched to a

generally level condition. As the fill is brought up, it shall be con-

tinually keyed into the stiff natural ground by the cutting of steps into I

the hillside and compacting the fill into these steps. Ground slopes

which are flatter than 5 horizontal to 1 vertical shall bo benched when

considered. necess~ry by. the Soil Engineer. ···,.

Materials

Fill materials shall consist of on-site soils approved by the SoiJ,.

Engineer and identified in the soil. report accepted by the F.H.A. The

soils shall. contain no mote than a trace of organic matter and no par-

ticles larger than 6 in. in diameter. Also, it shall contain no more

than 40% gravel .U/4 sieve to 3 in. sieve sizes) and no more than 10%

tt .... .cobbles larger than gravel and smaller than 6 in. ·in diameter. Fill

. material placed in ~he top 2 ft of fills shall contain no more th.an 30%

· gravel and any material larger than gravel.·

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Page 15: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

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·.Placing, Spreading and Compacting Fill Material

The selected fill material shall be placed in level layers which,

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

· evenly and thoroughly blade-mixed during the spreading to insure uni-

formity of material and I)lOistu:r,;e content within each layer.

No rocks or cobbles shall be allowed to nest and all voids between

· ... rocks must be carefully filled at:ld compacted with small stones or earth.

When the moisture content of the fill material is below that

specified·bY the Soil Engineer, water shall be added until the moisture

content is as specified and assures a thorough bonding during the com-

pacting·process.

When the moisture content of the material is above that specified

by the Soil Engineer, the fill material shall be aerated by blading or

by other satisfactory methods until the moisture content: is as specified.

After each layerl).as been p~aced, mixed and spread evenly, it shall

· be thoroughly co~pacte4 to no less. than 90% of maximum density in accor-

dance with AASHO Test No. T-180-57 or other comparable density tests.

Compaction sh.all 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. Rolling shall be accomplished while

the fill material is at the specified 1110isture content. The rolling of

each layer shall be continuous over its entire a:r,;ea and the roller shall

make sufficient passes to insure the obtainment of the desired density. ·

Field density ~estsshall be made by the Soil Engineer of the

compaction of the fill. Where sheepsfoot r<,>llers are used, t;he soil may

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Page 16: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

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bedisturbed to a depth of several inches. Density readings shall be

taken as often as necessary in the compacted material below the dis­

turbed surface as determined by the Soil Engineer. When these readings

indicate that the density of any layer of fi~l or portion thereof is

below the required 90% density, that layer or portion shall be re­

woi'ked 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 t:o the finished s;Lopes

and grades as shown on the accepted plans.

Excavation

Suitable material from excavation shall be used in the fill and all

unsuitable material from excavation shall be disposed of.

Boulder Fills

If boulders are proposed to be used in the construction of fills,

they shall be generally placed along the toe section of slopes. The

. subgrade shall be stripped to stiff natural ground, spaped to drain and

a layer of filter material shall be placed on it •. Nesting of boulders

shall be avoided •. All voids shall be filled with smaller granular soils.

A blanket of filter material shall be placed against the boulder fill

before construction of fine soil fills.against it •.

. Unforeseen Conditions,

If unforeseen or undetected critical soil conditions such as soft

spots.or seepage water.are encountered during the field operation, addi­

tional investigations· shall be made by the Soil Engineer. · Corrective

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Page 17: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

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measures shall be evaluated and f:i.elci adjustments shall be made in these

areas.

Rainy Weather

No fill material shall be placed, spread or rolled during unfavorable

weather .conditions. When the work is interrupted by heavy rain, fill oper­

ations shall riot be resumed until field tests by the Soil Engineer indicates

that the moisture. content and. density are as previously spec·ified •

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Page 18: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

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BORING LOGS

Symbols

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

lo.bere 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 fran either the Atterberg limits or sieve analysis test results.

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Page 19: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

WALTER LUM AS SOC I A TES (] 3030 WAIAlAE AVENUE • HONOLULU, HAWAII 96816 •

e I Boring Log '

BORING NO. I Shee.t No. I of __ I

Drill~• WAL-1E..R LUM ~oc. Date JUI...Y 70, l'l(.,q

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·.·e

PROJECT W.~-\IAU Dt.VLLOPME.NT -UNli 1 ·LOCATION \VA!f>.U, SWA, 0,.\~lU, 1-\AWt-.11 Field Party ~JUlUKI, 1-JLt..tJ, \-li\"·,~1\17~

AU6Ee 1 Ar..KER-) . A .. IM K: j· 8 -0 2: '? Type ol !loring '- AcE. Oiam. __ .-4 __ _,_ __

c. •. :I< £lev. 10 U -:!.. - D~rum -

HAMMER: I

\1 Dtlll Bit T C.. Pl':i\C::J

W~ight 40 1--l'.J' . ·Oro ;>;o" Wotor Loval kiO': \C-"'·'7 1

p 'C."'? - '(." o.'V. n\1"-1 ~.-..L.L. TU\?!2.- Tlme---=--T

SAMPLER: -~0" ""'" · ''--" -:,r 1'-"-lJI'.t- C...V' "',PUI -spoor-.~ D•t• ~

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~ ~ .! ·= :'.:.:.!! ~Jl\1

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DESCRIPTION

E.L.E.Y· • I 0 e' t. '* BtbE COUR?E

5TI~F~..RE.DDI5l.l BROvVN CLA'IE'/ ~ILT

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I• c.. I' - I 'ZB I - I ...

1 •. e; II04l ~5 I 52 11350

I PENETRATION DATA

I ?"T"t-,..:Dt-RD rz..• o.D. p;:..:-;~".O.TiOH ~I-IlN WAL..\.. ,-e....-:,1

1 -ruee:. ~MPL-~

Blow• Per fo.ot • ~L..OW~jo.r:.' 0 10 20 30 <10

I "zo 1

i I I I I

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! I i ·z.; ~· ~f.?' ' . -,

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DARK MOTTLED • GRA'i- BROWN 7AND'1 ~ILT t DECOMPOSED ROCK .

-l II

~~ llln· J~""Ufl (· c 'I . - I 3\ I - ' - - IZCJ

ROCK OR BOULDE~

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1&--=1 'e."Ch , l I~ '•I

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110 I · C. I~ tr:co\lE~'t) f:NV' .OF e>CI?.It-.IG. @ l?.t;.' - ;I

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I I ·~-----~__:~~~~~~~E~~~~D ... L L l. ..I. _WJ ~ J.. J ""'_I_ -· .J -- .1._ . ...1 I_ .1 .. -.1

Page 20: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

e ".J·

·.

··e· ·.>:

·.·. ·':·

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WALTER LUM ASSOCIATES [1 3030 WAIAlAE AVENUE • HONOlUlU, HAWAII 96816 •

Boring Log t BOlliNG NO. Sheer No. I of •

PROJECT · WAlAU DE..VE..LDPME..NT -UNIT 1 Orill•r WAl-1E.R LUM t>t;hOC., Dare /1-UGU'?T A, I~C..O.

LOCATION \VA\AU1 ~WA, Ob:l-IU, HAW,b.ll Fiold Parrv GOt\JG, \-.1\t...I~AUL.t:..

IMK: j-6-02.:~ Tvpeol&orin., A\J6ER. Oiam._.......;::3:;...._''----

HAMMER: . etev. 1 0

o' .t. ~ • · ll Drill Bir f. C.. 17 C...AG

Ooru111 --

· Wetght l~O __,.···--:----.-~,...,.....---.----.----:-----.. NO\ ..

Drop · ?,Q •• · · .. - · Warer Level to..~ OJ 1c..e_o . n- -

SAMPLER: _'L,'' '?T.b.l--l!7Ar;<.l7 "7Pt.:IT '?POOI-J .l l)ara-8;::-_-:4-::-'·-;<.o~q::-+---+---+----l------

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DESCRIPTION

e.t..e.v ... \-co':t .jlr

. !

. · MEDIUM TO .. 'JTI Fr ·· CHL) I •. : REDDl?H BROWN

. : 'CLA 'fE't . ~I LT

It H~)

·.·

·''

...

(MH)

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· ... : :STIFF_,.BROWN: .•... :/J.\:.U . ~LA'/E'/. ... SILT .. :··.

.

MEDlUM TO 5T1Ff1

_ . . REDDl ?~ BROWN

_: CLA'tEY .SILT ·.

'::· 1!:.

-=· !

---

ROCK. OR BOULDER .· · .,'1.()' _f.~.-~17 . OF ooe.u . .1C'::) @ t9.:?' ; ....

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·-:·· '. ''! l !

.. ~~L.E.VA.TION Eh'Tlt--~Aie:..O.

·~ I PENETRATION DATA

0 ~

~ o ~ Slt>-1-'Dt>-r<.D f2l' O·D· ·z . .:3 j~

u ~ ~ PE-KE-i'~.b.TtOH TI-l IN W.olo.\..1.. .. .!..; '& ..; ~:: ~ TE-~i. · iuee:. ~MPt.-~ 1 v ~;;! ~..: E..:. l! ::! ...0~... lllowa ,.., Fool f?,\..OW~ I o.e;,'

"' ~ :;) .: 0 10 20 30 <40

't··A. '24- kJ

.:..~ l ~ .. l. 3.1 171717

z.~c. 341 ~::~ I .-~:: .. , .-: IZ IZ 17 t<-----*-·--4'·-::_..

'i

-~:o .,_':'::.145-1.:..~:.::::1.::~-:.::.: I·:·:~ ·IZ

I' r1 ~ z~.~· - t-ClZJ 11?/.?J.'

=~ IH"'""' ""E.£! ~--P.Id>uNC..e.~ -·· . .33.

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.,:~

"-=J.=---":t~':t.~~!.!~':'~~~.--.--.... 1".... "",...J~-d,_. -"·:!:-: .. .. 1:-~:~--L ... J. I ; I.. ... :L b-----1 .... L ... ~..... 1

Page 21: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

·e

·e

·.e·

-----------··· ...... --.

\'fA•~•-:;') ~~'/)/o i~ Ali..~ ii:.~" ._Viii•

Bo'ring Log

ASSCC~AY!ES 0 :JO~O WAIAlAE AVENUE • HONOlUlU, HAWAII 96816 •

DORING NO. 3 Shear No. I of __ I

DSVLl.DF'!""~t:.NT-G:,\iT 1 Otillcr WAL:rsr:~ LUt'-': ,.\~~·~·~ac.. ·oDie AUGUST 2.0, lj~4 PRO.JECT . \'./;\; ;\iJ

LCCAilON .\\'.'':,;\\.), E..'y,.//::-... 0,.\}\U, ~i\W,'-.ll Fiold Parry HA~HIDA, 1'"1AU, HAKAULA 'T;-',,.(: 9-5-0'2:~ Typo or Boring AU&EK(~f?u~~WN)oiam. __ ...;;;3'-'-' ----

HAMtv\ER: • Elov. 15.4':!: * D•rum -

. \' 1 • h 1 j 0 t1' Drill Bil T. C.· DJ<.AGI ·~~19 t '+ ----;:r;::;-:r---.----.----,,-------

Drop 30" Waror Level. ti~£I:e.p ! j! I : Tlmo - I ·

SA.\o\PLER: ~" 1-tTANDARD ?PL.If . ~f001J Dolo 8-'ZO-b" J .

I

i

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ci. ! ?ENETRAiiON DAiA • ..! ~ ~ S1't>~Ot.RD j rz:: o.D. ·

;£ ~ ~ .; V ~ ~ pE..I'{e:..T~ATION: 'T~lN WA.i...'- · i " .~ ~ ~ <;

"'t:' .;;: OfSCIUPTION ,0::.

ii

., " ..: · ~ ..: ..: ..: a .. · -re:...~-r l. -rue- ~AMP: ~···' Q. Q u .;; Q u g v; t- ,C!J ~ c..- '- ' ·~ E ;; c.; 'ij ~ 1: c.; ~ c.; ..ri;l\ c.; :>Iowa Per Foor . ~1.-ow::.j ().~' •. a.

E ~-- ·:: -~~0

;·HL (

STIFF . . . .. . ljOTILE.D BROWN ..

CLA 'tE~ ~ILT

BROWN GLAYE~ hiLT wL_ DECOMPOSED ROCK . · ..

ROCK OR BOUU/ER. END OF BORING (OJ 14-' .. ~

·~ rl.- ir.VL-Tt0!--1 E.~1'1H.b.T~O <';:,'.·.~'! !. ~.;:o»TI?I_.l~ \'1~,1"

.. m ., . Jl . ~ ~ Q ~ ~ () I() 20 30 .:0 . I ) '

~ · ~ ~wn ~-A 1 - IILB 1 - 1 .~ J - !Zf211 1 · l i. Cl

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ll£....:...

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II flirjl 3-B rut! . ! II! I

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( lt-.~0 IdEt:OV ~'I) . H 1oj.0'

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Page 22: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

1

.··· .

. ·.

e ,·-'

........

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. -.. 1

VIAl TIER LUN, ASSOC~A TE£ LJ :lO:lO WAIALAE AVtNU£ • HOr-IOLUlU, HAWAl! 'iGal6 •

Boring Log 4 · llORINC NO. ---'-'---- Sneut No. I of --,-_..;,.1 --

PROJECT \o,./,.\1.6-U Df-VE..\_0Pl1E.Nl'·.,. U~lT. 1 Driller WAL-1E:<. LUi< f..:/c-~j~~. D••• AUG. 19, l'!bj

lOCATION

HAMMER: Weight

Dr:op

SAMPLER:

c:· .~.

s

\•-.';\ j,\ l) . c.\'/,":-.. 1"1 A 1 \! ' II 1\\. ll II , ~,._,.,,. 1 r•r'>C>P.I' Fiold Party MAK.D.,ULA ~1AU 1 LEE. Au /._,..R( M061\..E. ) 3"

-'-"'~'. ~-0. ...,...,,..,.. L I d'-~

Typo ol Boring \.Jt MINU[Ei1AI<I Diom. --·...::::.-----u--~·~ '±. * .

Elo\1, 17"7 · Datum -

l:iQ I' ~o"

'2.'' ~T8NDeR.D .t,PLII t,eooJIJ

~ ~ "'

0 z

Drill Bit T. C..· DRAG )..JOT" I Wator lo\lol 1-lt:)TI~l§P

Timo - I Dolo 8-l9·1,'l

0. 1 . PENETRATiON DATA . ..: g g S"fA)o..lD.!..r:..:D l r~.} ~o.o. . '

.. o" • v ., -:;.~· ... ·--·,··· ·'Tl'···l -··,·~· W'I..L.. c v .... >~ ;t_.,-, .... ,,, ...... ..,,, ,,...., ..

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" -= . . ~_ ·: -a Q. E

.. ~ .!:! o ..; . z ..; ~ ..; o ~..; I 'TC-:?"i i 1ueE- ;.t.MF'I. .. c.r.·

v - cv ~., ... -""! ' . ~ -:; ~ ·~ ';fl. t c.; ~ C.:...ti"' o. lllow• Por foot . • \2oi..OW:=>jo.r;.' ! ;§~Q

ML

HL.

I

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~ ;,: ::C · Q ::> .!!: 0 I 0 ~0 ~0 40 !' ,__ ..

VERY 5 Tl FFL ICEDVI51-t :. BROWN, C AYE1 SILT

:STIFF, TAN CLA'/E'I SILT

ROC. K OR . BOULDER

-

eo

10

HQK: HIT BoUWE~~ -~~.s·; MOVED _1301\ING 3.5:. -

HIT BOUL.DH. @> 7.5'; .1 j·: ...... ·MOVED BORING .~·~l-41T .. j · ·

BOULDER @:> 7' . . . ·

1& .. I. j

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~ t:.L.C.V,b."j";ON E.~iiHA.i~O . Ff<.v_M ... ~?NTOur<. MAi"

,f,...;.,._..,.,,; ... ,. ... (, . .._u;_ •• ,._~h""'•...,..-.•

Page 23: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

\A/ALTER lUfv\ ASSOG~ATES 0 3030 WAIAlAE AVENUE • HONOlULU, HAWAII 96816 •

.• . Boring Log· PROJECT \\1.::\it\U DtVLl_OPt-IC..NT-UNIT 1

DORING NO. .S Sncor No. I of . __ 1

Driller W,l\L .. 1E-r;!.. LUM />PSOC.. DDio b.UGUST 20, I'll.,~

--

..

e

.LOCATION \V;..\\t>.LJ • f~\..,/A. Of,PU • 1-\M<.//:o..ll fiold Parry WA';>I-IIDA, MA\J, MA!<.AULA it-\K: '!- ·8-oz: ~ Typo "' llorinll AUGER.( ~~~~r

1

frfAN)Diam. --=-·----.HAMMER: .. Elov. I s.s' t.<* Dolum . -.

. Drill Bit I. C. • OR..\8

O · 3 0 11 Wa1er Lovoi..JNwo~r..!Jo·1""E~DY-----+---~----~--Weight . 14- "' l'lol I I I I SAMPl~:~ 2" t,IAWDA&P ~rur 7PQOt> . ::: i ~~-'1: :

c: -~ 0

-o ~ -~ ·:;

t 1':':-::.;; :§J:o

(t1H)

(ML)

(Mt)

DESCRIPTION

tsL..e.v ... \ es • .±.. .,. · C"l

·!:!:,

-: Q. ..

Q

-.. YER~ .STIF~ REPI/1?~-- -

.. "' 0. e· ·"' II)

··. BROWN, :CLAYEY ·. . ~-· ' SILT . : ___ -·-·----~ .· .-· ·

·-IlL_

-. VER~ STIFF,· . 2t_D&1i~ ~f~f~/. :~ --

DE COM POSED_ ROCK - . -1&...;,_

STIFF<, ,MOTTLED· REDVI~~ . 5~0vvN, CLAYEY.. SILT -w/ DECOMPOSED. ROCK. -

.END:.oF.:.BORING~@)]]_~-~

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0 . -c z _g . ~ ~ 0 "': .

g. ;~ :;~ Jl ;;; ::1

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rm,s-A 16 l,;,·

v

~ Q) 0 c u ~~ ~ ~ OZu.: c:: • J-..c: 0

S~_o41)~ c ..

::> ....

PENETRATION DATA

s-rt-.NDt..I'D 1'7." o.D. .. F'G.l'ICT;;:.t><iJON i~IN Wi>.l..L.. -re;....-£:>1 -rue~::. :S.AI"'•P\...6-R

Blow• P.,r Fool ~l.OW:>/0·~' 0 10 20 30 40

- .·:. rn

. ~II II 5-13 I ::. $c,; ! ~~~-~:.J·~~-- ...... IZJZ l '

rniiiS·C -: .... I S4- ., ~-:;.-:-~~r~; ... , ..... . vvw K llt S-D · - ~.s: ,_::_..! _ _._::_

I -~- tzlJ

r: r::.u::.vAT• orJ c:=~.;;'fl f .. v .. 'T~v .J . l . l· I I i"';;:.OM (.()NTOI.If<.. MI.~-"''~= • .........,..,,..,="--"" -'-"•=~JL...._,_.~(;;:;·;··-"··•[...:..._.w\-,~. bam,...J J.~.cJ ... .L J . I . -·- _ _.J

Page 24: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

·_··· -

••

I . .. wALTER lUM' ASSOCIATES [] 3030 WAIALAE AVCNUE. HONOLULU, HAWAII 96816.

Boring Log BORING NO. (o Shcor No. I of _...;.I __

PROJECT \,IJ-\IAU DE.VE...LOPMC..NT- UNIT 1 Dr;ll~r WAl-1E..lZ LUM t>O-Sac... DDto A\J6. 15, lqb'J

LOCATION \'-/Al,_'LJ, C.\vA I OAHU, 1-\AWP.ll Field Parry ?UZ.UKI; l-IA~WIDA, t1E'7ER Au n:R r ALKEIZ.) 4-"

'Tl-1K: j- 5..:02_: ~ . Typo ol Boring ,LJL \, Aq;:. Diam. _ ___;~----

HAMMER: Elov. · 19 01

!_ ~ Drill Bit T. C.· DRAG:t

DDtum ____ ....:;==----Weight 140 II:

30 u Wator. Levol t-Jl)i.f?c,~D

Drop ' . 'Z"S~- z,• ~TANDA~D 4Pl..IT 7POON - Tlmo -

SAMPLER: z•·:;,- '2." T\4\N W.O.i..L: lUBE. Daro ~·I S-ij

J g

"0 -= ~= ·~ :5.S:v

(HL)

l.ML)

DESCRIPTION

E.\...E..Y-• tqo':t * 6TIFF, MOTTLED REDDI~W ; BK:OWN, CLA.)El ~ILT.

,...,

t=. ~

0 z ~ ..

1 ~· 1 ~ Jl .X

-· 2';,e, ~~I.-A

~ -

~

c ~..; ~'-! ~ ...

~ .!: 'it. ~

M c • t!:~ ~0:

Q

·- I I'J.O I -

PENETRATION DATA

~ " 0 c v .. >~

• • ll.oi'O •

1~:~~ ;;) ~

'31.6-IJD.t>-r..:D 11'2.'' o.o .. PG.K"-Ir<..ATtOiool 'fJ..jiN WJ..'-1-· iE-of.li iU!3E- St.:-'.P·~E.~< •

Blowa Por Foot · ~l..O\,.J!:>jO.~' 0 10 20 30 "0

~ I ~ VVId

1:>_

.J'2.'55 ~llc.-51 -· I -zsl - I _>I -·. IZIZIZVIZ /ZI1s i I -l Ill I I . I I

I

Oil "-C 110'\ I ~~I M IS<.w I - I I I I I ¥,,' ;'/.s' VER~ ?TIFF REDDI'~ .. ,1o .,....

BROWN, CLA '/E'I. ?ILL - -.-1 "l's

--

1&_

_I Z'ss ~Ill C.-o I - I ~4- - I -~· vII v l/1 ~

I

N l '

-

.... RQCK OR OOULDER . _·

Et-ID. OF. MRINC':s ®. ZIJ' ...

l'l.O -, 't'S5 P·l~i.-1 t..-E i . q NO ~ELOV~~"i) I '.I

'I ' I

I I -1-·. Joj.z·

I I ~AI1HEil. BOU~ED j·

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l I I I I "'e:l.~VATION t;;hil~i~t> .. 1 I 1 F!?-Dr-1 C.ONTOU~ MA.P ...

... ,,,.

Page 25: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

. ~

.WAlTER LUM ASSOCIATES [1

.• Boring Log

--. . . I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96016· •

IIORING NO. ] Shcot No. I of ---'-1 --

PROJECT WAIAU DE..VSl_OPME..NT -UNIT 1 Drill~r WAL:rs;:~.. LUM U/;:>OC... Dato AUGUbi 1e, 1%~

... ,·.

..

LOCATJON \'-/A.It-U, E,WA, Ot',,I-IU, 1-:-\AW.b-11 Field Partv SU"Z.UKI. blMHIDA . . . AU1 ER. I AG.\1.(.\l..) " 1:-~ i(: , .:. 8-0 2 •, .~ " Typo ol Boring \J L AC-e . Oiom. __ 4:...:_ ___ _

... HAMl E . . El ZIZ' j: * !\~ R: ... .. .. ov. Datum -

. Weight 40 lt- Drill Bit I. C · DRAG I I

------~N~,o~-..~~~----~--------

Time -Orop 30" W•tor LavaiN011C.E:O

SAMPLER: Z" . 1-zTANDAI<.D lzPLIT l;>poot-J o.,.-g:j'e~'-'l ~ I PENETRATION D~TA f

:~ 0

·~ ~· ~~~

tML)

DESCRIPTION

E.L-E.Y. • 212' :t ~

· VER'I 5T!Ff, ........ ~-~-, REDDI5~ BROWN ·_ ~~

CLA 'iE'/ .. SILT -··-·

..: ... ~ ·- "' J! ·Ci. C; E cS Jl

n

--, "'­

-1

-1

0. • c z a . ~ ~ . ~ cS:J..: ~:;· ~ v 0: ,!:l ~ 0:. ~ 3: ~ d

.. "'""rm ........... -7-..;.A .... 1

-_ I '2.1 I _

i 0

1

Hill I ~7-B

'L1 - r

~0

a ~ S-:'.!.1-lDt>-r-:.D rr,.! o.o. ' V ~~ pc:-\&.Tr;:.AiiON iHIN WAL-L- i "J...; .21...; i~'bi j iuee:. SAMPI..E-;;.1 ~ ::! ..a on::! Blow• Par Foot ~I..OW'f:l / (),:;,' ! ;J ..::: o 10 20 ~o •o 1

-·-I-~ VVI7VIl i I

··i ' l !

!·····

···~ FFPfiZ /2!81 ! .i ; · I

f.

.··e 1(\1L) ·vER~ ~TIFF, DARK. . -

MOTTLED BROWN • -~- -CLA'/EY ~ILT wl ~- ~ .DECOMPOSED ~:RocK·. -l

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r,

• •• ·,

01L)j

(ML)

--

VERY STIFF ( ~EDDII,l-1 I -j BROWN, CI...P\'IF:/ h.ILT IS...._j

-~·

:sTIFF, MOTTLED . . ~ EJ<OWN,CLA'/EY' ~ILT -

. ~/DECOMPOSED ROC!\' .. 120

. END Of BORINC:t~ '21.5' 1 . -

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7-C: I .~ I -~~ I - .,_.:; -rrr~· ~

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. ' I

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Page 26: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

AM-·~ o·~- ~~~-=~~~--._--------------------------------------

-e

·'.

·-I,,,

,•

. ~ ... ..

:·•·.

··:·

--

WALTER lUM ASSOCIATES[] 3030 WAIALAE AVENUE • HONOLULU; HAWAII 96016 •

.,

Boring Log: f) . Sheer No. of

PROJEcT \vAL~U pt.NsLoFt1UIT- UNIT I. .;..:.;;.,~;...J.;::-...;~.!....!:.t.:...:'h:.::· ~O.:::.C... Ooro AUG . 15 ; I"! G:. 4

LOCATION \I:/J:.l1'-U' ~WJ:..., Ob.).llJ, HAWN\ Field Porty _.:..=.u:u..=:::c::\....1...~~~ =p·1K: 9 · 8 ~o'Z: ·. ?> .. TvP• or Boring AUC>C-R..( ACKf-!." Diom • ..,--__;;;4~--··------

. 2 ,. f * HAMMER: Elev. 31D - Dotum ,-

Weight . '* . wOrill &ilr T:. ~~ O~~A.C. I I I · Drop ator evol N 11 ~l0!

SAMPLER• Z" :2TANDARD J,FLIT. ?POON . :: ~%:; • c .!! s

]. ~ =~~ ~~v

. . LML)

(ML)

_ ..

CML)

~ . I PENETRAnON DATA

.: 0 2 c: ;! _. ~ . ~:a . ~~:r:rrt..~ION ~~:·~bl..L. .... .. z. 0

DESCRIPTION - .. ~..; .U

Q. • -E l ."4 tl. ~:J c:ri~~:ri. IE-6T . 1\.Jf>t:. ~n..e:.l'

a. E u~ · E,.L.E.V.: 2 Z>G:o' :l: * 0& Jl Jl ~ ~ .

E 0. ~ ..: .D 0. Slow• Por Foot / • ·:::~ :.: o 10 20 :~o .co ~~ow-& o.&

I .

I~ERY STIFF, REDDI~~ . .BROWN, CLA)E.Y ·51LL

J ... IW \e~. - 'ZO - V]Z]Z

i -- .. · - . · ,·:,: I : -! -. I

! .. ~ ' . . . &:......_ .. i . . ... , 1 . . .··. ,;,··.::.. -

. '!STIFF_ BROWN .· . -. _ . I C.LA'iE'/ 51 LT: < ... /. • -

. . . . I I : . I '. ;_

I . - . . ~ . \5TIFF REDD\5~-Lf'.: :-: ; ~ : . BROWt-L CLA'/E~ ~ILT ! ~ ! .. ·;' i i I ·, ' I -

koc.K OR _,BOUL,DER. -,_:_·_ . i ~ . ! . •- ... ·_:.I&:

FND OF OORING ~14\,-:. ·~r· I .'-· .. -,).'_::· ::t.. I : ! -I •

I --. I

I i . ''\•' I I.

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.,

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Page 27: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

·e

·e.

e··.

I

------------------------~----------~ (

WALTER LUM ASSOC~ATIES U 3030 WAIAlAE AVENUE • H'ONOLULU, HAWAII 96816 •

Boring Log a . llORING NO. J Sneor No. I of' __ I

PROJECT '-'1;.\IAU Df-VLLOPM.E . .NT -U~lJ 1 Drill.er WAL.IE-i"'..: LUM kY:>OC. Ooto (\UGUST 15 1 \%~

LO~ATION \'':.,I b.lJ 1 C\<..1,\., t.?f-1\U r 1-\AWf...\l Fiold Pori'( 1-\M\-\ID.A., i:>li'LUK\ "Tl-H(:· j- 8-02.; ?> Typo ol lloring A~bE.!Z ( AA~t!i.) Oiam. _ __;.,_'_' ___ ...._

. Elov, 24 51

t * Datum -

HAMMER: Drill Bit ' T, C. • PRAC:l Weight I AO *

·Drop -:;zn" .c;v Weror L;1::-.f-l,.o"'t;i'"'~""c..\;"'"'o..:..._rl_,.--,.--jl:,_ ____ t _____ t ___ _

SAMPLER: '2." · ~TA!--IDARD ?FLIT ?POON. Oero B·l6-b')

c: .~ 0

"0 ~ ! ·~

':':: ':': 0 :5~0

CML)

lML)

OE~IIIPTION

.: ~

-= . 0.

E.l.E,y ... '248' :t * ~ n

VtRt·~TIFF REDDIS~ ·. : ... .· BROWN, CLA~Er hili. I ~ ...

--

~--

STIFF, BROWN .. CL'AYE'f . ~ILT .·.· . . . .. ,~

. -

l&_

-MEDIUM TO 'hTIFF, . . """

~

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,; z

1 "'

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I~Wl 40

~

t .g "2>'fA).<0t-RD '1-" o.p. . I PENETRATION DATA

- V ~ ~ r-'6-KE:.:r;;:,.b . .''i'lON ii-I IN WAL.L-~..; 'Cl..: o ~..: iE...-;?j iUE:ri::. ~AM?\..e.r~. gv o.n>-.=.n. . ~...: l! ...: ..04/)...: lllow• Por fool ~L.OW~ I o.~· Q ::;) .! 0 10 20 30 <10

·VI/I/

· Vl70

. !

I i

I ... , lzb '.. . i i ·• I

,LML} MOTTLED BROWN -CLA'IE'J · ~ILT w/TRAL . -Or DECOMF!Y.>ED ROC.l~ ~

. . ~ -END. OF BO.RI~Ct-{d) 11.5' :·· -

... •_.·

"'E.LE-Vt>.Tl~'N e..~TIH,e..T~D fl?-0"" C.ONTOU~ MAP

~Ill ~-E. I - 41 - IZJ I I

.;.

Page 28: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

.... ._~

-1 WALTER LUM ASSOCIATES[] 3030 WAIALAE AVENUE o HONOLULU, HAWAII 96814 o

---·

----: ·-.-

'·<

'• ...

··-

!

'Timo -

Darum ___ ......;:;:::......;_ ............. _

Boring Log: _ · _ _ !lORING NO. l 0 Sheor No. of ---

. PROJECT \vAl.b-U p£.VE..LOf't1E..NT- UNIT T. Driller WP.t.:ft;:..l; LUN l-1.;-hOC.., Dare AU6. Zl, 1q1o1

. LOCATION \YAlNJ 1 E-.W/:>., O,b!jU 1 HAW AI\ Flold Porly ~A.'O 1-l\OA , ~1AU • LEE.: 1

. · ( Moott...e. \ " . TMK: 9. e-o2. ·. '2 Typo ol Boring .AlJC>6-R 11\t-IU~HANIDiam. __ .::::3 ___ _

· zroo· t * HAMMER: elev. ----~~==-----

. Ito Drill Blr T. C.· ~Jeb-,c; Weight 14-0 · ----,~~T~--;-.----.---~---=----

0 ' 30" ·waror lovolblo91i:; .. e:p I I

rop - .

SAMPLER: 2" ±~IA~DARD 'zPLIT 5FOOt-J Para S-21- b'l

s og -~ ~ ... ~ -~ & .:

i'..: .v 0::..:

. I PENETRATION DATA g :g C:.Th-NDI>-(::.D rL" o.o. v _ :: ~ r.::::.Nc-lrz.A1WN THil--l W~L.. , 1 -· ..: ..; ,2]..; ie6T -ruee:.. -$AHI't..&IJ · ·.

"'0 ~ ~~ ·g ~J:o

01L)

.(ML)

(MH)

PE$CRI_PTION

- -E...L..E.V. = -zcoo'~:t-*

l I . .. , ..

I

-= 0!

I -I-

1--i ., . .

. I ....... _ I-!STIFF i REDD\51-L ·.:·- ,_ &~ ·

·1 5ROWN,CLAYE't~IL(. -i . . ·:_ .· ... -I - -I - . . 1 · ...... ·.::·:. I-i . . 10'

I~ -I i - -f• . . :

:STIFF . BROWN -- --1 CLA.~E./ SILT '','/ _._ 1- .. - - _-- . -_·-- ' .. '.

! . - . eTlFF~ LIG~T BROWN~:-~

-! CU'tE'f_ SILT_ :: ~-!

END aF I -

- I

. I ., - i

i j

i - i :·. :

i

1 . j .

I I

r 1 I ' ·i

130Rl NG @ Jt,.5. .. · .. ~. . . ......... _ .. :.

... ·.

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.,. . . . . '.;: ·~ : ': .

·r' i ;.,.,- ,:-

--

~ e.L..g.V~110N E-6ilt-1J..iE-~ ~~01-J\ C..OI-ITOU~ ~~1" -I

i. ! I . I f-

-I

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' i' !!II, ~ :

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~:! ..i;"':! lllowa Per foor e,L.-0\'J~jo:e; · · :;;, .! 0 10 20 30 .co

10-A 'l~- -VIZ~ I

..... --IO·B __ ,_ ' 3.1." [ZJ2l

1o-cl ~ 1 1r 1 :::: __ ., --~,: ----~-[Z]Z -/

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po~o~ ~-~ ~3--l'~-~-- r~~~ ~~-E lzta I -I I !

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Page 29: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

..

·.··.e. <·.

..

,·, ... ,,:·

••• ·.,·

•.

· ... ·

'·, ·,.'·'

.. ··.;.·

·· .. :·.

... .. , ; ...

. e. .·

..

. wAlTER lUM ASSOCIATES D 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96016 •

Boring Log BORI.NG NO. . II . S.h.eel No. . of __ _

·. PROJEcT \\",l\lt\U psvsLof't1SNT- UNIT I. Orill•r. \V}..\.:TS.!Z LU'N U:hOC.., Date '2.1, l'!b"l ·

LOCATION \)1;\)J-..tJ 1 'C..Wp.., 0.6-HLJ, H ... ~Wt'-.1 I Field Parry _::::LI.:;.:A.;:;:.S.:;;:)-I~..:.:ID=-L-.:=-=..!=--{..,-!..~ . ' . • AI I ( MO~Il..E. 3 " TMK: ". e-ot ~ '3 Type or Boring 1-'UC:>E.-R ~:JLNU'fEHAN Oiarn. __ ...;:::... ___ _

HAMMER: Elov. 2.70' .-t * Oarurn __ __;;;;;;;._ __ _

"". O'IIB·r· T.G. DRA6 Weight 14 ·.,.. · " ' Drop " Water Level ,,.,~-:!.~~~ ~

SAMPLER: ~~~ ')TANDARD Sf'LIT SPOON ~:: 5-;-i.~ , .

-~ 3 "' ~ .!! ·;;,

~:o:c;

:S~u

ML

MH

MH

01L)

':! ... ... - .. '*' 0. . . a. E

E..l..&V ... :2 7o'· ;t; "* 0 & .lll

OESCRIPTION

EDIUM REDDI?I-I ·. ·· 1 .-. · r .. ' · · · .· i I ··

I BROWN, 51LT'f CLAt' ·:. ·;;_··

LR~ STIFF. UG~t- &~ '

.• J .. Bf.:OWt-J, .. CLA'IE.'L!71LT · i :-·I· . . "'<''.' I-I :. -i. : .·

. i . ·. :. ·.: ' :-1 ·,\ ~

I .. . . VER'/ STIFF GRA'-~-·. - : ':-1 B I . .,. ' ......

l! REDDI~~ ROWN -. .. ... : : , CLA 'IE'/ SILT . · . i r­i . . . -:: .. ----· ~- ~

. :tcr92°nEi~PROW~ lh I DEWl1F05ED. ROCK .. ~~. I L jEND OF. BORING@) l"t .. I

. . ' .. : •, ,·,.

I i': I·.. f· I

J i I . I .· ...

I

I. .. . . ..

1'•

·~.: ,' .. :,,:·.· .:.· ·· .

:_: .• -. i: .

. ' ~.~-. : .' . '

;•

. ·· '* 5.t...E-VP..1JON 'E-511M~ie.t>l . )='~01--\ UJI470U~ )o'IJ>.'P ,

#. ..! ·~

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2 . g & ": .U .. ""! .: ..... ,!:! ot ·~ ·. ~

~ l . PENETRATION DATA o ~ C:.T.t>.NDAf-:.P '1" O,D • a· , u . ~... Ft;;.N&i[Z.Jl."'l"I.ON THlH W/:>J.-L. ·

& tJ 'i..; {!.::..; ie6T TLJe>IO, .-G-AHn..£.1'' · ~ 0.: ~ ::.! .ti ~ ::.! Blow• Por Foot f,\...ow-&/ 0 :5

Q :::» .: 0 10 20 30 .co .

~ II·~ I - I :z.~· I - I ~· I . .

~I 'k

~ i: j\

11..:e1.~ I ?4- - · .

~ II-C. 32 ........ .

'

~ ~~~, 11-D I .~ ... ,44-~~~ . . :;G,

!I II ii d

., .

~- -:

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. ''17tzl7ll

!Zta· I ..

,.

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Page 30: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

e

;

'\ ~

..

-_:. .,

'

.· '•,

... ···

',

--~·-·· ... ·

,I-

' ..

..

WALTER LUM ASSOCIATES [j_ l030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 •

. IZ. BORING NO. Sheet No. I of 1 Boring Log

PROJECT . WAIAU DE..VE...LoPME . .NT.-UNIT 1 Orillrr_ WAL.1E..R LUM />!i:hOC~ •• Date _P.._u_e:_,u ___ ">_I_,_Co_;_, _lq_<o_q

LOCATION \VAl AU 1 E...WA, O,h.!-lU r !-lAWAI I Field Party C,Dt--1(;,, 1--l\~~/.l..l.ILf>., LE..E.

'TMK.! 9-5-02:: ~ . Type ol Boring AUGER . Oiam. _ _..:::.3~"-___ ..;._

HAMMER: elev. 104' t * Drill Bit T.C... DRAG

Datum ----...:::=---"'"

Weight lAO 1:i l.lOI '

Drop '1)0' Wetet Level NCJ'C..!i,,Q Time -

SAMPLER: 'V' c,T~I-.II?A.e..Q ..,pur "'>l'OO"-~ Date e,.c.,-c..q

c· ·.2 g

"0 ;:, .! ·; ~=s ~.Xu

CML)

DESCRIPTION !

E.~E.Y·• 104'1 ->k

. ') .

MEDIUM REDDI~W BROWN ·.: ..... :C.LA'/E~ _ SILT , _-. ·_:_

'

(\1~) 1 --· · VER~ STIFF r. REDDI5~ . -: ! l3ROWN. L.LA~n. ~ILT

i :, ·,I

;GRA '/-BROWN ~ ROCK :~-.DECOMPOSED=

. r<OCK. -.

--!:. -= &

1"1

;,..

.. ., ·a. j

J.·: J

~~

',-Ia_

-' !_

. ' '- ····~_:_

. ' l

!

~~N'¢-OF eoe:f'.i~~@ :,~:o•::·. .. . •···

j ·,_

l

·:·

I '-

... _,_:l· '·-:\-

_._-.

. ' · .. 1.. ,.

•'.' •. ': ·,:· ' \.

. •:''. ' .... -.. :· ~-..

·;·'

~E.L-E..Vb.TtON 66TIM/>.Tl!.D. · . F'~OM (..ONTOI.J~ MA.P

-.t· .

'-~

::!

If I PENETRATION DATA

0 ~ g o l!! ST~)..IOP.RD rz: o.o. z c _u .. "" ~... pe..Ke..-rR.b.TiOH i~IN wA-L-L- ' ..: ~ ~1 ~ iE-bi . iU6E:. ~M~6.r<: c • ,!;..; i u

~~ ~0 ~ a: ..0., a: Blow• Per foot ~I..OW~ I o.r:;.' ' E ;.: Ea:

"' ·:I: ~ .: . 0 10 20 30 40

ns-1·· ·--·1 ------,--~- h .I- . _::_·_· __ --~~----- .. -~---~IlL].

I!

It~ A.

1: y

NJ \t:l?' -· I?Q-­. C.. I-· ::' .. -. ·------.---·------.-·

1..-;,t' f.. . ~. '' -~1: I •• ~'t- c ---- ... I 'l4- . "'~! ~~ .. _· b. . . . Ll V,. ·.· . :f=J I !

~ ' ' . IJ~ ILL ·.'

I I·~!~ .• ':,.-I ; I .. · • • .\~-17 -·;.,;-- ·-j (D--· --·-;_-~'- ---:;,.------ --:) ____ -·- -·- ... ··-·-·-· -------:---~,· . ;

~~ :\~ .

~ !;, i I j

.I i I

l ·; i

\• '•·'

IZV

IZVIJ

···.

.

. "~· .

,_.·.·

·:,

~

,' ...

Page 31: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

·. WAlTER LUM ASSOCIATES fl] 3030 WAIALAE AVENUE o HONOLULU, HAWAII 9G816 o

. e:::·i Boring Log· . . · . · . . . . . . - !lORING NO. ( ::) Snoot No. of .-----

. .·PROJECT \vL\\.t\U PSVS.l-Of't1EJJT- UN I! T. Drill~r Wb.L:TCR LU'M U·:I:>OC.., ooro l--UG, ~5, I'H.,q

··. .,.

'.·

.. ,; . ..• ; ·.·.·•· ) ...

. '

:·.·.

...

e·· : ··~·

. . ;: . ·l,,

D•tum -

LOCATION \I.Jf:l"lJ' 1 F...WP,. 1 Obj.IU, HAW.b-1\ Flold Porrv UASI.JID.b. 1 NEL-001-l 1 MAKAULA . . . . ~~ , .R ( MOt'.IL.E "2 " TH \<,.: '}. B- 0 '2.: 3 Type ol Boring .1-'L'c,t;:;.MIN\.IW Oiom. --~:;__ ___ _

'100'1' * Elev. -HAMMER: · if Drill Dlr. T. C.· t?eAC:>

Weight \ 40 · .. NO

D 30" W•ter LeveiNanlep

rop .

sAMPLER: ?..." STANDARD srur spooN ~:: s~~s-~1 I I I I

c: .'? 0 " " ] ~-

~::: (; :§.llo

(ML)

(H~)

(I}~)

.'

,: !!:.

DESCRIPTION il

. ~V.= ··10'0'·t * l . . 0

~TIfF,. REDD15~ BRQWN \ = I CLA'IE'I. SILT . :....... ; \ . . .. .•. . .

l ,· :<' :.... \ = ! .. : . . &~ I

.. -··j . . 1. -. ! .

-. WER~ 5TIFF, BROWN,' ! CLA'/E'l ~ILT-w/ . .. . ,

. ; DECOMPOSED .. ROC..~. 16 ;-

-.,

'· ~ I I ·, •.

l -~--- ._.... . r YERJ STIFF, REfiPI?W I ~ i .5ROWN4BROWN ·. .. : ~ I DECOMPOSED ROCK.':: I&..J._ i W/ C.LA'/E'/ .51LT..... : L

. i . ' ··.· •' . ....... ! i I END Of . N . I G. ' : i . ~ ' I . . ~RI G@ .... 5.:.... ,. ! .

I I .

.. !•' I

I ! ' f ... ·

' I l : I

l I

i i ! I

i

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,, ;-,

:· .. )'

· .. . i!

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.... ·· .. ,. .•

: ..

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~ k.t..e.v~iiON l;..-511M~ie;..~ fFt-O~ c..o~orrou~ 1-'\~'P

i Jl

,I MIL!

41 .I I i

)~ :!; 1'1

~ I

~

1 Jl

13-fl

I ?>-c.

2 i .. .. ..: .v ; ..: Qv • Q • . :;; ~ ~ ~ .. ·- .... ~A. ~ ~ Q .

~ I PENETRATION DATA' o :¥ C:.Tb.N DJ>..(.:..t;> r'J.." 0, D. . v ~-~ ft;:HE-iJ'2.A710N ii-ll\4 W~X-L- . I 'i..; ~i..; le-bT 1UZ>t:. -GAI-'.ru:;.f'J § ;(! ..0., ;(! Slow• Per Foot· · f>I,...OW-&jo '& :) .=: 0 10 20 30 .co •.

,... ;":"'"'• - Vl71/l

-,. I .'25 ..... '· .- .~·viZVV

-~·.

·---.····

.· ..

'?5 ,-~::;:.I. ::-:·.'.~ . -- ...

.', .··

.. :·· '·r

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.. _,1•, ;.

..

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Page 32: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

·'-.. '

·.;·: .....

,.

.·.

'

·-·-·~ ··-··-·-···------- ··----

-

WALTER LUM ASSOCIATES [j 3030 WAIAlAE AVENUE ·• HONOlUlU, HAWAII 96816 •

Boring log ··.PROJECT . WAIAU DE.VSLOPME.NT -UNIT 1

&OR.ING NO. \4 Sheer No. I of I .

Drill•r WAL."TE-R LUM i>ChOC, Dar_o SLJ LY ~0. \C\CoC\

·LOCATION \VA),'I.U, t1WA, OAI-HJ, 1-\AW.b.ll Field Porrv ~f\AU, H~":>l-l\0,\.., ~UlUK.I "TM K.: 4 -!;-02 ~ ~ Typo ol Boring AUGER ( OA1--I2,1;.'i!..) Diem. 4"

. !~ * ---~-----------HAMMER: . £1ov. . L

34 Darum -

• h . · A ~ ' Drill 611 "f.(... (?e.l\<':) We1g t L\0 ~-· --";:rr::;:---.--.,-r-----r-----:----

0 O'' · · ·.. .. · Wetor Level rop · ..:;::..:;..\.~~~

Tlmo . . ~··c, - '0' o.o. ·TJ.\1~ WP.l..l.. TLJP)E--SAMPLER: v·e.h • 0" ':'>Tt>.t-.~I?A.I?-0 "?Pur "?fOOt--~

o.,.-_11::-. ~">JoO:-<AiAr-----+---+----1-----

-~ g '"t" .-:::· .! ·~ ~::_R :§J;u

(11L)

·.·.

DESCRIPTION

E.\..E.V.• 1~4-'!. ~

;... .: .. ~ i. ., &

l')'

E ~

iSTIFF I REDPI~~ BROYJN ·• . · CLA.'/E~ 51 LT ... _ COBBLE. . .·· ..... ;

.· · BROWN~ '6RA'/ ·-·:C··. ~ ... ; . DEC OM P05ED ·ROGK~ _·

. .

·c; z .. l Jl

Ni

f I PENETRATION DATA

"' & 0 ~ Si't>.).IO,t..RD rJ." O·D·

c "' u ~.. pe..l"\E:r~.il.TIOH i"'IN WAl.l-

Q..; .U ~j ..: ..: o ::l...: iE-61 · iUSe:. ~AMP\..~

. u ~~ § ~:~~ Blow• Por Fool tpl.OW~/()·~' t• g.a:

~ :::. ~ o 10 20 30 •o

····.;· 1Zl2l' I I

· ...... _··~ ·-,·

---IZl' . · .. · . . ·:

.· .• 1(11~) MEDIUM JO 5TIFF, _·.. i : REDDI5R BROWN · .· . . CLA'iE'i SILT W/ . 10 -

If

~~ IIA-:c!·'::: I 34 I .,.:-:: · -

" ...

'.

.... :·· ·, .· .· ..

. , .:

>.•

·-

·: · TRALES. O~J2ECOMFO~ED ~-z.·-;. ROC.K ... ·-····' ... .

·t'• - 1 · · I I ..... · 1··, {

·.,_.,.

' ',( li:J ·,. !!.. ,

/(.[t~

:GRA'/, DECOMPOSED::·';·~-~ t.·ss . , ,1\4-P'I ~~::J 'ZG:.' -ROCK ___ :...::,.. .. _ ... _.. >t.

1:

. . . ~- : . ... . l

; . . ~"~1/.' . ' ... , ...

i / ...

:E.~o.~t7:~F-. ~0~1\J~.@':d:;)-~' ' -·· . ..

('·

·'

.. ,.

., . .·.,

' ~-·· . ,.

·' . .... ~ ~. . . .... . ~ ~ ;· . .

•,: ' .

1t' t:.L-E.VA.Ti ON Ehil lo-lA Te:..o . F~Ot-1 c.Q)oljOU~ MAP ..

. ·.:

! '· .. i

::

'1 .. ·· '. ' . ·• Z"<? . L,., f. ~.:::: :.2.'1 J :' .. I :: .. 1 ! . .. . ·' ·.· . · •.. _ ..... __

. 'I ! l ,, !· ~ .

. ·:

1:: 'j·

,,

'

·.::.~/.fL.~'?{;t:/~:

IZV 1717Vi 47.:

·· ... . '

Page 33: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

. ' . -~ 0

-a ~ .. ,. . L!! ·; .•' . ' ~]~

(Ml) I

' . I I

. . . . . · -. I · I (M~> ,..

...

\'

.~ .

.' :•.·.

:

· ....

·-:

Field Party ... C..,()f'-.IC-,. l\hi\K.t>..Ul.f.l.., LUN\t-JC..;

~v .... .., Type or Boring AOGEK(~~tl~}iBM)Diem. __ ....;3=--"---­Eiev. 15'2.' j:_ ~ Drill Bit r: (, • DRAG

Datum·.;.----=='-----

.. I i'JOI Wotor Love NOI!C..e.p

''-' Timo-~~.....;~-----+----1f----t-----Doto 1· "o -(o'i

DESCRIPTION

E.l-E-Y·,.. I 6'2.' ±. * iSTIFF, ~EDDlS}.l BROWN . CLA '/E't SILT' ...

'VER)' 5TIF~ BROW~ ; CLA'tE1 ILT w/ ... ; DECOMPOSED· ROCK~ ..

. . ! . . ..

,STIFF I R.EDDI~~ BROWN .; CLA 'tE'I SILr .. ·.·.

: . \·

' .. "'• . '

BLACK, DECOMPOSED­. ROCK ·. '. :.·. ; :.

-::: ~

-= ! f

.....

---

"'-------

lt!L..---·-

''lp_

::e,.~Q~ _ot=: ~6~\~¢1 ::e:~:ic.:;~:o• . :i''

. . ·: !

·'

1 . '·:.:. . :;:·;

• I ... ·.,

.... ·,:. : ~ ·· ..

. : . . . ~

·.'·· ~- . ~- :

-: .. :.·

·.: .. - ....

. '• .,

.. ··

·:· __

;

: I ~ I !,.

i I I : ! !

•: I

I '. ' L ! . T.: r .

\ i . I•

. I .. •, ' .

j

.. -a. E

'Jl

~ .. 1 "'

lliUII?~A ~

~!,•

~

I?~ e. I' . I' j!;

.

.; .: c: . g ~..: .U v .: ~..: -~ lit

21.. IS

,; c: • &"' ~~

Q

.3() I . .,.. '

~l';

; ~~~l;i~,c.l c -::::·. L 35 ~· -

~ ., 0 c u ; ... -:.LO:..: :5 • ~-~IIi ~ ~..0 ..: - .. - ....

PENETRATION DATA

>Si'AI-IOARD rz! O·D· PE-~E-iR.b.TlOH TI-IIN W.b.L-1-TE-~1 "\'U6E. ~MP\..~

Blowa Per Foot ~L-OW~jo.r;.' 0 10 20 30 410

- 171ZVU c';.

12]21 . ''·

VVIJ

~fl* ' , I,

~~. \~-r;>l :~.-dw~:~ lee:co~e:RYI).>. I I k=~~~?j;z· ~·n~ I! I . .

I i I i

II. ·.:\ '! :I

!

.......

....

',•.:

·-·.·:· '• .

. ,,.

....

""E.l-E..V.b.TI ON E-f:>TII-!,6.. Te:..O .· . ~.c~~~;~~2~=.:: .. :::::: .. !::!'P I I I ' . . .. 'I . . . I I I I .. I I .· I I . I 1

.,·, ..

Page 34: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

- .. -;--r•w----..... <r'--·-~ ~~--·~---- _..,.

·-·· .. ' .. t I

· .. / -•,.

-:';.

:· .. ,

·.: .. ...

··e

·.·'

.. ,

· ..

··.···'

....... . ·

••• ·.•";

· ... · · ...

··WAlTER. lUM. ASSOCIATES [d 3030 WAIALAE AVENUE o HONOLULU, HAWAII 96816 •

i

.Boring Log : . . · · . DORING NO. I (_o Shoot No. of ____ _

PROJECT \vA\AU PSV E.-LO f't1UIT- UNIT !. 0,; 11 ~, WA.t:re:.R LUM t..'ho.c.. 0 .,o AU6. 25; 1%,'1

LOCATION \'-/t\1/'-U, F:..W/:>.1

Ob-1-\U 1

HAWAI\ field p.,,., HAKAULA . \.-IAS}.!IOA, t--IELSON · · · ( MOBIL..E \ 'A''

TM K: 9 • B.:. 0 '2:. •• 3 Typo or Boring ,h.UbS.R M! f.IYTEHAWoiom. _ __,.;..;:;,.._ ___ _

\70'!. '1: HAMMER: ; Elev. · . Oatum -

· · ' # Orlll 811 T. (, · · t7RA&

. Weight I 0 · f.J~T I I I ·. · O" Wotor Lovel bl-'! l~E~ I SAM:~: '<-'' STANDARD :Jf'LIT . :JFOON. .• :: iS~

'c .~ 0

-DESCRIPTION S

.. ~

0 .I g : ~..: .v - g..; ..

t I PENETRATION DATA ~ C:.Tt>-NDP.r<:.t:> t'J." O.D.

~..: ~ . g ~ . ?e-N&i(Z.A1'10N 11-ll\4 W.bt-L , . & ..; 'C ~ ~-~ '!: 1'e6T we~ ~n..e:.~

~ -~ .. ·-~~d

(ML)

. '(ML}

_.:

-= . E,.l..E.V. = I 7d :!: .. ~ .· 0 !'

i l · •... BTl FF BROWN . . . . : ·.·.-I CLAYEY ?ILT W/TRAL£' !

I OF CfCOMPOSED . ROCK . : . . I .. ·. . ... . . . .. ·. &: .

. ~EDIUH~ REDDI.;~·BROW r= r 'cLA'Ir..Y. t;ILT. . I -I . I •

•!. '!-I· .. · , ! ..

l . . I ·.· . ~OTTLE D . 6RA 'I . . . -·~ : I ~~CO_Mf9S~D .. ,ROCK.,:. . ~

l ;, .. ····· ~~-; HiD Of &?~lNG @J~.5' ! ~

. I'·; I i

,· .:: .. ,·;:;·.. . ·I'·! . 'i

··:j.

:·;·,.

...

. , .. . : I . ,., .... !2". :··.:·

·; . '.'. .·, ,.

I ... . ..

I i·;::·.

I ... . ·. , ...

i ·l

.I

! i

. I

! I

,:-·· ..·· ..

·' ',

E J1

u ~ ' I

! :

~ t ~ ,; jilt oll ~ ~ .·

~ ~ § :! ,.o"' :! Blow a Por Foot e,"-'0\>J<G.j 0 , E:) Q :) .!1 0 10 20 30 40 .

1~111 ' I z, I·" I - I - m lt..·BI - 135 1.~-: I·::'. I.:::.. 121

. ··'

~lllll,·C I - 3'-' -.I.~ · v 1z v· 17 v v1· :j

ll-fi :j

I' 1

.!

~ I , .

i i 1.

. . .3\ IGi-DI' .: ... I 11

.·. ,,.

·:r·

·'· ... ·~··

-~- tzp V PtzJ21·

:./·

·'•

.I .:r·

· ..

'~· .

'* 5.L.E-VP..110H E.6ilt·1~'TE-P r~o~ C..OH'TOU~. ""1-P' . I . I . L ...... l._.,.,..L...J. I . I . I I I I I . I . I

Page 35: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

• •• J,

...

WAlTER LUM ASSOCIATES fj 303() WAI.ALA.E AVENUE • HONOLULU, HAWAII 96816 •

·Boring Log . BORING NO. ll Sheer No. . I of _ __;,• --

PROJECT WAIAU OE.VE..LOPME..NT -UNIT 1 Driller. WA~1E.,K LUM At;hoc,, Dare A.U6\J'ST 4, 1qc.,q

' LOCATION WAl b-U I E.-WA I OAI-IU' 1-\AW,.\o..ll.· Field Party C'\ONC-.. 1 N\A.~A.U L..b. I u:.E. 'TMK.! '!· e- oz..:~ Typo ol Boring AUGER(D?J'JffHAlJ)Oiam. _ __:::3::..'_' ---

'HAMMER: EJov. I B S 1

1:. :.,/. Datum -' w' . h J !l Drill Bit I. c.. DR A.<'< . e1g t ''" o --.,..-.---.~::---.----.-----.-_;_--.,..---. ~or

Crop 0" ·· ··· · ·.. W•ror Level b'PllC.«.£ Ti~o D•••·-·fjer:.-:;4r:.:ic.o:::;:glt---+-----t----+---

SAMPLER: -z,· .C,it-.t-.J.\?1\IC:.O "'>l"Ui SPOOK.!

-~ a· "'D -= . ! ·;;

§ld DESCRIPTION

E.I..E.Y.• 15 sl :t * i"·

( ) I ·· .. 5TWF' · REDDl?~: _·_. t1~ . · .··. E>ROW}.J, CLA~D SiLT

0

:: ~

-= l \' '--·-

··"'-_k

.. "' } ~

~ 2 • J!. c!:.., ~ v. "' ~ ..

1:V

~III11~_A I

i . I

~ 11;~e>

.: ~ ~ g .; ~ ;: ..

. u c..: ...: ..: o:..: ~-..D c!:_~· &"i'":~"i ·-... ~.. " ... ..0 ... ~ ' Q ~ .:

PENETRATION DATA Slti-NO.b-RD rz.• o.D. f'E-H~TI'.t>.TION TOliN Wb.l..l.. i~i TUBE. e.AMPI-6.R

&Iowa Por Fool ~L.OWl:>jO.r;-1

0 10 20 30 40

1~ I • ~ .. l..c: IZO

4l·l - --~~-IZr ·,_

<. -ltML)

MEDIUM TO STIFF . .. . -:. REDDI?~ BROWN -GRAY -. CLA'/E~ 5JLT. w/..:: !.2..­-DECOMPOSED .. ROCK~-

'

tt

. ·:::

. ,

'I,

.. :e . I

:-·:·:·":

.·.··

-· ~ ' --:- • I >* ·-· ·-~- ·::•·•~- • ·-••;·.··-·:--•.'-,, -

-' "

~:-~-- <. :--.- .· ...:·' ·. .·:·-,::::···

. -: ,. 6o,;,_;_

''·· · .. j ...

... ·. MOTTLED GRA'J, ···­.· ~···~ : DECOMFO?ED_ROC.K~:..:.·

::.

--

. 1'20 . :_ :~ . .. :· ·._.' .

. ··I:···. :t~..;·oF:~oii•l-it.) .. @,~'G'I;¢'i~ . ~ -..

'· " .: ~

; •' .... -:,:

-:. ··'· ., ... .. -·

·:. ,u:'' :,,, ;_C': ">

>' ·:· .. " ~

...

~ EI..E:.V.b.iiON EhiJ~,b.i~ . F~Ot-\ c.<INTOUI"o MA.f'

·-I

' : !·

'

'

~~;cl>:~.l-43, ... ~·'·I···~.· lzl · .. ·

Hff ~~lkln~l' I ::--~-~-~~-1·-:=-~-1 =:=~ ~~--~·~ I/ I/ kd ~~r l~

~I; . '~~-:J., ·. . : I ·.1 ; · · ~ ,-<, '1·f. -~~:::.· -~'t·.: ·:.:::::::~1~=2=r-~:: -1z 1z v IJ

. I , j . ·.: . . i :I

·' :· . . ; :: •.:

. . ·: ,. ! :, l

'' ii I

' '

,· ..

•'

;._

~ . . ': \'

',.· : ;'_.

·.: '

· .

·,

Page 36: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

...

e

··:·

.,··.

--

--:-----"··--·--· -- -·--······ -----

; I

WAL TIER lUM ASSOCIATES [] ~030 WAIALAE AVENUE • HONOLULU, HAWAII 96916 •

Boring Log IS · .. BORING NO. _._ ___ Sheet No. I of -....:.'-.-.

PROJECT "''AIAU DE.VE...LOPME . .NT -UNIT 1. Drillrr WA.L.1E.R LUM UhOC.. Date AU(-.,U"'>\ I?, \'l<a~ ·_·

LOCATION \1./Al.b-l) 1 S.WA, O,t\1-lU 1 1-\A.Wt>.ll Field Party __;G:::;;=>:,.;O;..;.N.;;.C:-?:-,~~~~~.....,;:::.:::Ja: . IMK.: j,.8-o~:~ - TypoorBoringAUGER __ 3=-"----

a. I lJ/r' · HAMMER: Elev. ·· - I 0 7 t Datum -

. . · " 'Drill Bit T. (. • DR.i\(1 Wei ht t4o a ·· · · · g . -----~N-0~,~~~-Drop

0, ..... __ . Water Level "-'OJ''£ q I I I

· SAMPLER, "-' "> H"-' o>~2 . -,eLq < fOON ::: S- S - '-'1

"' ~ Si'AI-l OA-R D rJ." 0· D. -.2 8

'"'0 :.;: DESCRIPTION !:.

-= .. ., a. E

~

1

t I f>ENETRATION DATA

2 ~ ,; S ~.. pe..l'\E..TRb.TlOH il-l IN WAL.I.. ~..; .o! ~ ~ ..: ..; ~::..; iE--~T . iUBE.. ~MP\...~t< ~ _ _,. "! :5"! oli"' 81'' ; ... '§ ..,. l'-... ~ ... .i:i .: owa Per foot · ~L.ow~;o.r;.'

~~i :S~v

ML.

HH

l I"\ E.l..E.Y·" l 87' .t ~- ·

. -. I

. . !

VER't 5TIFF... : · ..... ·,,. · . ;.;. · REDDIS~- r3ROWN~----· -· · , . C.LA "'EJ SILT : ·;__ -

::-~-

5TJFF, MOTTLED : < -·~. . i __ REDD\ S~ · BROWN._;~~~ < __ ; CLA.'fE't . 51 LT. _,-_;_:·

----·-··

·.:_I~

:GRA'/ .:BROWN:- ·-. -~:~­

·,;·: DECOMPOSED ROC.K~_c:~~ -

·-·-

; .~'~0 ·oF ~oi~~&.-12:.1~:6· I'P_;_

;.

i.'

i

! .

",, :· .

.. . ~.

·--·'

':··~ .. :-.: :' ; ..

._·. · . .-:: ·. -~

' .... ··.-.!"·; __ .':

. '

• '· ' . . ' '>: .'~ .:

~I •' . ;. .

: : .:: ~ ·:

.,

. ,c- ELE-VA II ON 6-?il l-olA 1'e..O . F~C)M C:..OI-!TOU~ MAP

~ ~ 11: . :t 6 ::;, ~ . 0 10 20 30 40 .

Ui f Willta- AI --=-1 .'2.4- .

~ . • I ·--~-

IS-~ "----. _z,,~~ 1 ~:.

VIZI/kl

·:---- tzb

If -· ~~~,~~~·C.I -~ .I .32. I -

/,;' I

~'~

1. J. . -\~ ; ~~~~171. _1\.\..1. :~ i~cjo~e..e: ! ; 'f .

-- ~-

_H;~Mi.~_.·_eout-.~c.~;.<7

I!

! !

'· . ' ·.:_;,

~ ·. '

-

Page 37: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

___ .... .._ ... _~. . . ~, t+ .....

WALTER LUM. ASSOCIATES [I

. · •1 ;Boring Log

3030 WAIALA.E AVENUE • HONOLULU, HAWAII 96816 •

DORING NO. l q Shoot No. L..,__ of 1

PROJECT WAIAU DE..VLLOPME..NT -UNIT 1 Driller WAl-1E..R LUM A'!hOC., Dote JUL.'< ";>0 IC\CoC\

··. LOCATION \VA! AU, E-WA, ·OAI-IU 1 1-\AWA.U Field Porrv. GON_C, '. M 1>,\<'_f>.LlL().., U.J."-.llt..JC."\

IMK.: . 'J· 5-oz.,: ~ . T~po ol Boring AUGER(~~~mr8eN) Diom. __ 3~··----- 112.'1*

. HAMMER: Elov •.. - __..__,;;. ...... .;:;....:...---­Drill Blr r. (_.DRAG

· .. Weight · · \AO II. Drop· ?;0.''

~o.~or Woter Level f>lOIIC..~---'2

Timo -

Dotum --

SAMPLER: . -c· <;Tl\~01\\Z..O ?"fL-IT jPOOt-.1 Dote 1· '1JO- CoCl

.~·· 8.

'"t\ ~

~~ ·~ :§~.0

(Ill)

~.

~ ~ DESCRIPTION .t: i_ . . a e

E.l..E.V ... I l 2 I!. -\4. & . . ~

1

STIFF TO VER'i 5TJFF, = ·, K:EDDIJ,~ BROWN

CLA'/E'/ · SILT·. -. . . .···· -

-·~-

·r~ I. k IV

. I PENETRATION DATA

0 ..: t ~ Si"Al-lOARD 12." O·D·

z ~ ~ .. .v !:: ~ ?E...HE.T~~TIOH 1"1411'1 WAI..I... J!. & j ..: . ~ ..; . 'ii ..; ~]..; TE-~i TU6E. ~MP\..~ g. • .. .... v 0 "l oi) <I) Bl ... p F I ~:: ; "" :.q r · 1"!-..: l! •• .o ..: ow.• ., oor ~L.ow~;o.~ .3 3: -~ Q :;) ,:3· 0 10 20 30 .<10

11':!,;;·•1 ... '-'.j "2. t ... l'\ -.' ........... L - IZIZI/1

. '

lq a.,... ~ -··-·-·-·-·•·-··- .,.,- [Z]Z ..

a I<ML) r ·· · :. ;sriF_ F t, MoTTLED BROWN • _·. I·· ; CLA1E't SILT . -. ' ··-·

·-J"K" - . ~.v .. .. :~·:~~I 2'f

I' l'l_oCu . ··'·

-

....

: ..

••• •.

(11H)

. IO

B~OWN I DECOMFOSED' -. : ROC!<.· w/ CLA ~E/ ?ILT -

. MEDIUM TO STIF~ r

.. MOTTLED BROWN -CLA'/E't SILT w/_· DECOMPOSED . ROC I(~

. -..

-IS_

.. ROCK OR BOULDER._ 'l~-.. _, ENI?.OF ~Oeii..JC:! ({(tO;I~ ;-

. ' . -. . . . . ·.'

. j,.

•'i i

'/

·_, ·_,1.

(,\

: I ...........

.. . :-'.' I : .·!

. : . ~ ·'

~EL.E;.V.O.TION ~1'11--1/>.Tf:-0. F'R,:·~ c...?NTOU~ MAP

\.. I -----·-··-···

I •

~ I I ~ ll;

~lit~,. \'{-·,

-·~M·

.'!JT

··~

;.. ... ·~··I •••·-·-

. .. ,·' .

-1=3 ...

I I I . I - 1-· ..,c-p,·~rotr· ~ ~¥1~q~e:.·l.~ .CIJJo: : I~Ea>YE~Y)' ··

i

I i J

i

··,:

-

.-.·~~ .... ~.,:·-·;.,···.~-,. .. ~ ... ,!_ .. ,_,,,.../ .. :·;.~, ...... ~.c-.··"~-J., "' .. 1 I I l · J

', .. ;:

Page 38: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

loJ -i, •· ·,.. looo· _ ......... -~- .. ··••~'-~r· .,.,, ........ --....... ~ .. 4' ........... -----·· .... --. •• --···•••·- ·--·····-··--.. •··-- ••·-----~·-·--·-

•• '{•':··.-.'·'·

,.

,' --

;

-.. .

r-----:--_;_ _ __;_ _ __...,.....;.-_...;__ _____ ,;._-:--.....__ _________ ..,.--___ --------·

WALTER LUM ASSOCIATES [1 :1030 WAIALAE AVENUE • HONOLULU, HAWAII 96016 •

I

Boring· Log : . . . , BORING NO. L 0 Sheet No. of ---

PROJECT \'V't\\l'U Pc.-VE,LOFt1E.-Ni -UNIT I. Orill~r_Wh-l:fCR LUM U:hOC.., Doro ·AUG. ?.5, \9Co9·

LOCATION Wt--lNJ 1 E.WA, Obi-\U; )-\A\vt-.1 I · Fl~ld Portv MAE.SI~ IRO ILUNIIJ(:, I WOODS AI I 5-R (_ t10B\<.e. \ ''

TM K: 9. 8- 0'2: ·. 3 . ' . Type or Boring p.u0-. t1iN0fiHMl/Diom. __ ___,...._ ___ _

. . 12"' t ~ Elev, to - Datum -

_." OftAGo HAMMER:

W • h 1' A 0 ~ --·- · - - .. Drill 811 -

1

' (,: • · e1g t . "' ---~-:-::-:::.---;-.-----r-----.----,----Drop- 3 '' ' Weier Levei!Jtd.fl'[,::: 12

. . . ~ -·sAMPLER: 1.." :,TANDAR() . :,PUT ~fOOt--! Dot• 5-tS-&91 I 1 I

c: _g

~ ] .. --~""] :§~v

(ML')'

(M~)

(MH)

~ DESCRIPTION .-:

I .

E,..L.E.V • ..:t~(;/:t..· *- ! ' 0

. .. '·· -I - . \STlFF, REDDIS~ BROWN i -i CLA'/E'I. SILT~.::.· o: -

I -,·_ -·-·

I

1 ...

i I --,- - -I , '

I --~ ~~ ERY- STIFF, REDDISW ~ I BROWN, CLA~EY 5lLT ' [

1 - -- -< ; r lvER'/ sr· IFF ·GRA-- -'1 _:-_._ ~~ r

. I . .. -· I ' C.LA 'lEY Sl LT W/ -. .. 1 i DECOMPOSED . ROC.K ·:· i -~

I - i I.,

IE~D oF. ~0~1~ ~ ~~_.s·.- i i I . .. ., I ' I -_ . -: · .. _._· ill I ·---- I I ' -.,-. . . ;· L

l . : . ' : .. ·· ·_; I --. -. . . ,_ -· ,;, , :";_ I

I -I

- I I

i I t ' ! ! .

. i ! !

i

·· .. .;.

., .. IIIII:•

-;

·:·

.. ~ E Jl

. I PENETRATION DATA

0 o! g - ~ <;T.6-N DJI.f;:.D '1" o. o.

z ~ ~ . ..: v ~ ~ r&N&'TIU>-"TION 1'.-1\14 W.6-LL. .. .:!:..; -. _c:..; ..:..:o~..: ie-6T -rue.t:-~1·-ln.£1'

1 v ~ .:!: v c: "i 1-·.<:.,; .. t 0: i ;I. ~ 0: § .._ ..0 on 0: Blow• Por Foot _ e,._OVJ~ / 0 , :;,'

Jl 3: . Q :;I' .! 0 10 20 30 ~0 .

· ~ll1o·A I -!22! c. I ~ I : IZ!J . I I

I~ m - i?. · ... · Fl I I I

- .. ~. :~~

:;1 ' -1 I I I ·._ L:

~ ~o-cl ~- .lztl-: I ~ I '": VVVI/1 'I I'

II '11 'I

N, I ~ i ~~--

7.0-DI .. _._ 11& I _.- I -: l.·-.l71717l717-J 55 ..

·. - I I .

I I I. ''I I I '

II I '

'·' . I .

I . I I -

I '

~ ~E-V~110N E-611M~iE.t:>! !='~?.O'-" c..o .. rrou~- ~A'P · i __ i.__~L .. ~~) __ ..:_ I I I I I . l

Page 39: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

·.A •• ... ,

.·.

,. ·.

:-

'·';

1.,·

·· ...

...

..

·-

I

WALTER LUM ASSOCRATES [l 3030 WAIALAE AVENUE • HONOLULU, HAWAI.I 968!6 •

. Boring Log BOR.I_NG NO. 'L..I . Sheer No. I .of __ . .:..1 --

PROJECT WAIAU DE.VE.-LOPME..NT-UNIT 1 Driller WAL.:TE.r<.. LUM f>!;hoc... Daro i\UGU'?T Co. lqeoq

LOCATION 1 - ... 1 . c-•. , . ·~n,....,. Flold Perry. GOk•9, 1\f\t>.K.f>..\JLI\, l.E.C...

Typo ol Boring AUGER (~RS\lf-tflAN)Diam. __ ..::3:;:..." ____ _ \VA\ AU I _E-Wl!.... /')AU II. Ul\.hll. .. ll

IMK.:

HAMMER: Weight '\40~

Drop :zo··

9- B -02.: ~

.

Elov; \ 4 6' :t. >k Drill 811 T. C.. D!C.A(:s

Woror Level N tJoT onc..E.£ Time -

Dorum --

SAMPLER: '2." <?1' f>.IJ 17f.>.. f~!Z "7i:L-1I .::,Eoot-.J Dot• e>· C.. • (&,'{

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DESCRIPTION

E.\...E.Y.~ 14S' 1 'It n

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-E

!

-STIFF I REDDI?~ BROWf..J · CLA 'IE 'I . SILT·

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MEDIUM REDDl5~ BROWN .. _ . : CLA'/Et :51 LT .. ~ ·... . _

.· ... ·-

.·.·It!?_ . . .

' 'J, . -·, .-

. :GRA~-13ROWN .. ··. ·:.- . -. DECOMFOSED ROCK'·_ ~s-.

wlCLA'lEY .?ILT~ .. :~J~~.· . ,.. · ... ·. · .. , .. ·· .. ·.' . ·~ _,.

:.· r: . . ~ '

• ••• l' : •. :-

. ··.·.:·.:.:-: ·:· : -... ... : '1.0 .

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.. .. "li. E ~

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PENETRATION DATA S"fA)..IOARD iJ.! o.p. f'E.t-iE-i~AiiOl-1 il-IIN WAI..L-jf;,..~j iU6E. ~MP...e.Rj.

Blo.wa Per foor ~I..OW~jo.~' 0 10 20 3? :.co

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·- · vv I/ I/ IJ~A-?J L:.: ...

.•·

J

Page 40: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

WAlTER lU1\A ASSOCIATES (] 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 •

,,·

-\ . o· . .. r

Boring Log ' - 2 0 - - . llORING NO. -=~'-=---- Sheet No. of ---

PROJECT . W,L\\,L\U pE..VE...LOft1EJJT- Ul--!IT T. Orill~r Wb.\..1C[Z LUH /...':-hOC.. Dato AU6 · '2.T, I'H/i

LOCATION \.)1;\)J'-.LJI E-W!;-, ObHU 1

HAWN\· _Field Party WOOD5 1 LUNING 1 HAE.~\..!IRO ..,... , · . ~~ ~~-~ n ( MOBti..E. \ 3 .. +M \<,.: 9 • 8- 0 2:: 3 . Typo ol Boring ,..\!,Jv.:;.-1...._ t11NIJiEHAti/Diem • ....,.-=-----

, 17Z.'t ~ HAMMER: Elev. · Datum -

Weight J4 0 # _Drill 81t T. C..· Ot<.AG . Drop 30" ':':'w:-.,~.,-L-•_v .... ol:-,',?fj;:f.:T[=-F--o-;-1---r,---.~---.,...., _.....;__

· .. . . . . ~~ -Dato '6- 2} bq SAMPLER: 1. ,, STANDARD 5FLIT 5FOON -,--

c .. I -·~ '"1:1 .;

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DESCRIPTiON -= a.

UE-V.:: 17-z.'t·-* 0 ~

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MEDIUM, REDP15W . ' --! BROWN, CLAYEY ~JLr··.

i . ,: i I l-

bTJFF, REDDJ5U : · ·: s.~ j BROWN, CLAYEY ~ILT ! -! w/ DECOMPO?ED ROCK i -, , . I . l .:, ;·,_. i·-t ·. 1 . I I

NERY STiff ·. . :·.·: f ,.. B .. -I Rc.DD!~~ ROWN._,:,,_ !- CLA 'IE'/_ 51 LT --~~C--~-1

: .i \0 'I

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fVER)' gTIFF1 .6RA'f -~ .. i ~-! CLA'/t'/ ~ILT w(_ 1 1 •...

i DECOMPOSED ROCK .·... i' ROCK OR. BOULDER~~:>. !

, rEt-JD .OF. BORING'@' 16~(: . j' .. I . . .. . ' ... ,

.·i · . .' ··;·< .'\

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~ I . PENETRATION DATA ~ <;Tt>-ND~r:-e>. rz.• o.o.

.5 ~ ~ !"::;.NC."Trt.A.110N T,.ll\4 Wt>-L.L- .,. 1 ~..; ~l..; TUT -rue.~ ~kn.,.e:.."'·· § ;:! ~on;:! Blows Por Foot e>\...0\V-&jo.::; ::;, .=: 0 10 20 30 40

·0 . '

-vvw ,·.

-- u?VVP1 .I

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VVVVl/1 41 ,

, . 1-- IH I 2o/.1' ----L--r--

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Page 41: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

·' ··:

··e

.. ·

·-··.:·

• •, ,.

WALTER LUM ASSOCIATES [j ~030 WAIAlAE AVENUE • HONOlUlU, HAWAII 96816 •

Boring Log BORING NO. '2.3 Sneer No. I of ---'-'-'-

T. C.. DRAG-

PROJECT \•../;-\1;.\U DE..VLLOPME..NT-UN!T 1 Orillt"r WAL1E..R LUM t.6hOC... Date A\.JG:Z"ll \4~'t LOCATION· \v:.\P,.U, E,\'-IA, Of:.HU, I-IA\1./t-.11 field Party WOOD5 . LUt-JI"lC., HAE.oWIRO . A' I ( 110\::1•'-"- ) ,,

IMK: j- B- oz: ~- Type or Boring _yG\:.1\ MltJUTtHAN Diem. _ __,..,;3::;:._ ___ _

HAMMER: clov. 17 5 I-t * Datum -

· h ·140 \f · Drill Sit ---VVetg t ----~-~N~o~,~~-~--~--~-----------

. D 3 0 11 .. _ · • ·· ..... Wiler Level IJQTIC..Ep

rop t- ~

SAMPLER: 2'' STAt-lDARD 5f'LIT SPOON ooto 8-Z'l-&j

o ~ Si'~NDt>-RD rJJ' o.o. ] 3

-o -= .!. ·;= DESCRIPTION

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-= ... .. a.

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~ I PENETRATION OATA

~ v ~... . PE..l'le:.T~.b.ilOH II-IlN Wil.l- . ~ ..; ~ ..; ~i..; i~i iU6C:. ~MF'I.-e.r< ~ 0 ::! ..o.n::! · Blow• Por Fool ~0 !Z>l.OW~ / o.e.•

':': '!":: 0 :§J:a

(HL)

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E..L.E.Y.• ! Jl

MEDJUM REDDI5U .. : BROW~, CLA'iEt .. ~ILT

n

. :--t ~

f)-''·

' :STIFF {JREDD/6U BROW~ I I= ' CLA 1E'1 SILT wJ. .... : _ I DECOMFO:)ED ROCK - -

•. I VERY STIFF GRAY:·. I~ . ·· .·CLAYEY· S(LT. w/ ·

DECOMF05ED ROCK

ROCK OR I)O~LDEIZ .

·t.l-lD. Of . eoR.l~u 0) 14. ~·

" •·.'·

1,,

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,/: :I '.;.

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Page 42: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

• ;._;___:...:. __ __:__~-~..:___.---c--------·· ---,

WAL Ttlil llHv~ ASSOCuAYES U ~0:10 WAIAlAE AV[NUE • HONOlULU, .HAWAII 9t.Glt. •

Boring Log UORING NO. '24 Sheer No. I of __ !

PROJECT \.-./..\1~\U Df-VLU)Pi'"~LC..NT-UN!T 1 Driller WAL..1E..R LUl-1 A5SOC.. Caro AUGU~T 15. l'llo9

LOCATION · \-.!;..\; li.U · C\'-.'A. Oj\~\U ,_ 1-\i\W.t-..11 Fiold Parry --''""'-"=-=:..:.::..!-l.___,..l:!.!:l~~:::l 4- "

'i:-tK: 'l - 5-o 'Z:: ':':.> Typo ill ll<>rinv Diam. -.......-,...;_ ___ _

HAMMER: Eluv. I Cfl'! ~ Ootvm · . -

Weight \ AO ~ Drill llir · T. C DRAG _ -w---~·~~~o~r~-~~--~--~----......----. Drop _ · ~0 1' aror love Honc.Ep 1

SAMPLER: 1" 17fANDARD · t,puT ~poor-.~. Timo - I I

1 OliO 8 -l~-f,9- - I

<: -~. .: ... "5 :::. ..

"'" .:: OESCRii'nON ,.:. a. .. ~ ·;; . c. E ~':': 0

E-LE..V~" i'91' i ~ 4!l .. 5J:v V)'

"),

-(ML)I . _ VER'I STIFF; REDDI6~ -

. BROWN. CLAYEY. J,JLT --

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·~ .. 1 "'

.. ~ c: c: 0 u~ U

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PeNETRATION DATA

.'S"fD-1-JDI--RD l rJ." o.o. PE..SC.Tr,A"i'ION ii-:IN WA.l-l... j';;:.:Z>1 iU6E.. SAI"'IPI-e.;<

lllow• Por foot ~l-OW~jo.;;.' 0 10 20 30 .co

- I7VV 1/1

,. .- vv v 1/1 .·· ·.· ... I. I VERY i:>TJFF.DARK GRA'i -· ·• (liL) · CLAYEY. 51LT w/. . -.·· . · • . DEC.OMFO?E;D ROCK~:· -

; .. · ' ' ' ·.' ' 'l.£.._;_

f>l !

1Wil

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··. -STIFF, LIG~T REDD!S\.l ..• B[(OWN, C~A~EY ~ILT

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, ..

VERY 5TI FF, BROWN _ _ ~' ·· · CLA'it~ t':?ILT wl ·. DECOMPOSED ROCK.. -

ROCK . -'-

. VERY STIF~ GRAY'- -

. . BROWN} r._LA 'iE'l zs__

·51 L.T v.;J DECOMPOSED:_ . _.,.. ROCK . _

·END OF BORING CID 2t:..5'

·'

~~14-C' . .,, 40 .- vv g

.r·-'

~11114-D · -

1H

3~ .I - c I' VVf I !

- ' 31 ' - I - I

ffilu -F ' ~" I

431,..

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.. ,. ,..- sC.G..V..O.TI-'N t:.<;,iiHt..ie:..o

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Page 43: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

e

e

·-

... ' ., '... . .......... -- -... .. '

V/ ALTER LU,V\ ASSOC~AYIES EJ

Boring Log

- WAOACA£ AV~NUf-o "ONO'"LU, HAWAU ""' , -----l .I

PROJECT \•./J..\1.:\U DE.VLLOPME.,NT -UNiT 1.

LOCATION \'-'Alt-U I S\vA. O/-.HU I I-IA\"-'~11

!

llORING NO. 15 Shcol No. i o( l I 0,;,6 WAL-TSK LW< ~C/vO~. '": b.UGUS T IS. "b91f Fiold Parry LEE. NE.LSOI-J, HAKAULA

ku··GE"( Moelt.EO. ) .. . "TM 1(: ".: e- 0'2:: -~ Type ol Boring A _I\. HINUiEMAN Diam. 3 I

HAMMER: Elov. 204' 1 * Dorvm -.. D.,, B't T. c. DRAG I

Weight ·140 "' " I ,

D<OP 30.. w ... , ""''".~\??;;,: I I . I I ·I .. . Timo - I I

SAMPLER; 1 ~TA"DARO OfLIT '>POD" '"' 8-\5~: . I I

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~ DESCRIPTION "" a.

E.l..iY·" 2.04' :t. * ~

-6TIFF W MOTTLED REDDI7H -• 5RO N I CLAYEY ~lLT- -

..,

~-··

5 TIFF PARK BROWN .·.-., -. : CLA '/EY . ~lLT · · . . ...

' VERY STIF~ REDOIM·I .

. BROVJI-J, r.-LA'/Et . .•. s!L.r · -·. · .. .. , ·-·

VERY 5TI FF r<E!7!?17H · . ' · BROWN; CLAYEY t71LT

wJTRALE? Of G'f.A~ CLAY

VERY STIFF, GRA'/.:; ·. _ . \ZEDDI~W ~ROTWN ~ ~::.:=~ . CLA'/E'f IL ._.w/ .· ...

_ .... O.ECOMfOt,ED ___ RQC.JC.

>ENP OF BORING~ 2.0.1'

-'!.£._

-

IS._

-

1'10

... :-a. E .. .,

0 . ~ :: ~ g E " I PENET .. ~.,; u i ~ g s-r~,O,O."· 'ATION DATA

, _ u _ " " . ' ' p~ .•. -o '1! • <.: ·ij" & '< ':;; ~ •" ".;'':'' "-"'''"" l'""l-llo.D. . , . > > .~ 1.:.o'"• .. -~' . ' N W'-CC ll'lli'f':": •

0

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I1J Ill ..5-A I . - I '1!1. I c I ~ . ~.. o " "~•,. " ~cow>;'~:~"-'', I ~-VI/u

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'512. :;tz.l ._I­

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~ r v _ 17 v 17 1:21 74

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,..- E: ;_.f;Vf.;:' ON ri:hil 1-'1~ it'!:;.O . . · . . . . . · . (. I I I ~~~ I I' I' I . 'I I . l'l' t -~1. . • • . . . .· I

~-pr;:-~:-:.~:~~ .. ,.,:~!~!.::!£;:r<. MAP · · . : · . .. 'm--· · .. --··.· ~-·-1·~ ·~----·

Page 44: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

-:~: ~.-:. ~~~-=--~----·--..::..--:.~~--:: ----------------- ___ ...... ..,.1:~"--'---· ------··- ...... ,_ ... ~ _ .... ,.,~., ____ _

e

·•

.... · ..

e

... ·

..... ·:· :··

,_..,.;_ __ ..:,;_ ___ ~---------:--....._ ___ --"'"7 ______ -:--___ -------~

W AlTIER lUM ASSOCiATES [] 3030 WAIALAE AVENUE • HONOLULU, HAWAII 9681.6 •

!

Boring Log' BORING NO. L (o Sheot No. of

PROJEcT \v.L\\t---U psvs.-Lof't1~\JT- UNlT T. Drill~r \1/b.L:l'S.& LU1'-1 f..l;hf)C-, o~to . bUG. 14, I'Uo'l

LOCATION \4l,JNJ 1 t..WP,., Ob~lU 1 HAWN\ fiold P4rly LE.E.. WEL,5QI--l, HAKAULA ...,... ' A11(;,S,.n( MOe,I:..E. '\ ,, ~ M K: · 9 • B- 0 Z ', '3 Tvpo ol 6orino i-'V - ''- HI N UIEMA~Diam. _ ___..;3=------

HAMMER: Elo"' 2 3(o' j: * Datum -

·.. . ·. h · Diill Blr T. C · DR/\G · Wc1g t ------.:rr;;,---.---.----..,.-------

Drop Waror Lcivol ~lqr'T[Ep

sAMPLER: 7.." STAND.M~D · :;PuT 5POON ~:: s-~-1/l

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(ML)

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DESCRIPTION

. E.,l..E.V.:: '2 3~'1 * ~ERY 5TIFF):EDD15U

. ! BROWN. QA'/E~ ~fLT. i i j

::: l:. -!:

0!

-~

i..,....j

e.:__

0; Q.

J

· -~ERY S Tl FF. B~OW~ ~: =· · . J C.LA'/E'/ 51Lr .. .. . :-! '-I .\L l ': I I

I · . · . i ~ ·!STIFF, REDDIS~ BROW}..!- ·:- ~ r GRA '/, CLA 'iE'/. /,I LT. : ;... I ~-

i i. I t

..

i~

l&_ I I I '

I I-

_. ·!5TI~F1- BROWN ··-·--,·~:_· j L . : Cl 'Yt.'i SILT W/ _,_ .. _ I •

. \ DECOMF05_ED ROCK ____ ~ i r-~ . · . .- z6 i ~ERY STIFF, GRA'f-: i !

- 1 .fo~~~L_DEC~MF?5~D: i j I

! END OF BORJ~G. ~ ZI.S' I - - . . . - ·.· -! .•••

I . '· , : ! .

i i I

l

i ··;

~ e.t-8-V.b-1101'1 t:.-611Mtr.i~P I='ROV. C..:014'TGUr<:. · !JIJ,.? .

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0 z .!! ~ Jl

. .: ~ c c 0 ~..; .v :._.V ..: ~..: i ~

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~ ., 0 t:

..; u ~~ ~ u.!· ..: ..:·OZ ~ g u g .,;1-..r::.,; ~.C:.· ~ ~.J:iUlL

Q ::;) ~

PENETRATION DATA

'<>Tb-NDP.j.:.D_ '1" O.D. l'\~-N c. 'T rz,A 11 ON 1\-1114 W />J-L. 'T66T -rue.~ 6AHrt..£.!'

Blows Per Fooi f>I..-OW~/ O, S 0 10 20 30 ~0

- iZIZVIZ

1~·t31 - I .30 I - - 'Fffi I _·-.·-

30 I . I I'. lz] 2" -c. I -: I 34- . :- ~.. :'. _ I · I I

•,

4'2. .3'f . ' -'2~

l1 tiJt1'i2&D I -~ ~ vv~ ~:

H . .

rnw1 ltu~l Zb-E I :_·· Ill

it

3A. - vvv

Page 45: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

\VALTER LUM ASSOCIATES D 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96!116 •

e I Boring Log ~1;-\lb.U DE..VLt nPMFl\.IT _11},.1\T -r

BORING NO. '2.] Sheer No. I of __ I

__ ,_;:...:..:.._;..:.;_;.:::;;_-=~~====·..:.·...:·~· =:;..:..•..:.,..:.·--_ ..... ;::;;...;.•..:.,:..1 .t..' __ .. ::....,.. Drill~r WAL..1E.r<.. LUM />&':>DC.. Dare AUGUST 14-. l'll'o'!

• ,·_

..

·,:

....... ·.

_,

. ;A •• .. '

PROJECT

LOCATION \'-.'A!AU 1 SWA., O[!:~Ut 1-\AWt-..11 Field Porly MA!<./\Ul.A, 1-JEL!:>O~ 1 LEE.

·Type ol Boring AUGER( l1~~Ur1E~N) Di6m, __ ..:3:::,_" ___ _ IMK: ~-e>-0'2..:~

HAMMER:

Weight 140"'

Drop 30"

··SAMPLER: ::z.'' 1.zil:J~DAl<.D !zELII

s s '"t\ • .! ·; ~= 0 :§olio

(ML).

~ DESCRIPTION -E

Q,

E.'-e,.y ... :2 3S'i * . ~ r'l

I l -

~TIFF, MOTTLED.. .:·,: ~ -_ .REDDI~W BROW}..! . _·. ~

CLAYE'/ ... ?ILT ... -. ~~ · ""

-•.-:·

~~ " .. I

(t.:iH)

(M~)

.· ..

. .,

~E2LA9~1~.~: ~~~~-~:.:. ~-· = : ·:,:·:. '<·· .. · ... ;· ; ..;..

. : IEL .. :_

. > I·.·~.· :.1

·sTIFF.·. BROWN:~::_:·::~~­-·. CLAYEY. ·-~~~r~=-~-~--~-:

-_..

l .. '. ,· :. '20 :=I . . ·.· . ' l .

END OF..~.BO~ING, @:> 2J5 i ;....·

.. '

I ""e.L.E...VATIOl-1 e.?iii-'IA'TC..O • . FRG1M C.O)o.ITOU~ M.A.P

·.

(:z.EOQb]

0 .. z "' a. ~

E Q, .. E

Ill Jl

. ,.., rJQ It .)1:: Etov. (.. ;::; 0 - D•tum -

Drill B.ir T. C. DRAG

Wote.r Lovel f\.l~i?11:s;-.o

Timo--~=----+--~----4--------i--------+-------­Dolo B-14-{,9

0. I PENETRATION DATA E "' " I • 'ci o c <;':iiAi-JOARD rJ- ,o.p,

:;. ~ .; u ~ ._ pe..l'\E:.:T".l>.T!Ol--1 'T~IN WA.L.I,..

~ j .-:i ! j 8 ~ ~i ~ · 'T~i ·· 'TU6E. !?AM~e.l< -.; ..: :9 ~ ~..: ~ ..: _Dill..: Blow• Por foot r;!>L.OW~ / (),'f:>' ~ ;a: Q ::::> ..:: 0 10. 20 30 "'0 '

~.mii'2H ~ I l=t

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~ '.·r·

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2T-E' -

: .. : l

I'

~& t -

,.33-T~;:;-

.3B 40

4, ., -;;·

--· ------ 1Z I Jl

[7 7l1

- 171 TI

. -;,: ~·, I -

Vld1

· .. ·

Page 46: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

,.

·~-....

e

·'

:-

.---------...:...-....,...----'-_;_-'--...._---:---'---~---·· ___ ___, ___ _,__,

WAlTER lUM ASSOCBA TIES Q 3030. WAIALAE AVENUE • HONOLULU, HAWAII 961114 •

Boring Log . DORING NO. L 8 Sheot No. of

PROJECT

LOCATION

\v,~-'\L~U pSVE..LOFt1E-NT- UNIT T. Orill~r \VP.L1Cf:; LUt'1 U:J:,OC-. Ooto AUG .16. l'l(?'!

l\lf...);'-U 1 ~WP,.

1 Ob-).)lJ

1 1.-lAW.t-.L\ Flold Party LEE 1 Mt->-IJ, MAI<.AULP..

. . . . I ( M05\! ... r- ) . -:l. ,, . !t-1 K: 4 - 8-0 2:: 3 Typo or Boring AUC:>G-R MiNUTEHi\N Oiom. __ .:::v:;__ __ _

Do tum HAMMER: Elov. 'Z(p0>' i *

· ~ • Drill Bit T C. · DR.AC:o

:eight . \~O " .. . . W•roi lcivol ~M9!g.p I' I ·1 I

SAMPL::~ .... ;. :STANDARD 5FLIT 5FOON ..• . .·· ::Fift5-b~· : : :

c .~ c;·

] ~· ':'::: c;· :§~c;

lM lJ

JMH)

lH~).

(MH)

: i !

. I I

DESCRIPTION

. E,..L.E.V. = zt,;c,' t.: -*· ·

!:. .J: 0.

0.:!:

-i-

l.. ! --

jVERY .STJFFJ REDDJS4 Q~ J· 6ROWN~CLI\'/EY_&IL"[ l _ ! ; I " .I i. ~ I · : -j ! . i . . ~ ~ ; . . -.-. ! I .. . -

'iJ\: ER'/ STIFF,· BRO. WN ! ~ CLA'/E'/ SILT . : L

''! i l ! . . . . : :"'" i· ·. 1&_:_ i i I . I._

lvER/ STIFF, BROWN~ : :... i CLA '/ E 'I 51 L T w I ~- II :

! DECOMPOSED ROCK.: 1 : I . . , ~ I . :. ! : I 20' NERY STIFF GRAY..;. -:-1 ·i ~EDDI6l-l BROW}-L .. >.' i t

I 51LTT-"C.LA'/ ;. . ; •..

ENDOF 130Rif.JG(CD 21.5'. . ~ .:

l

..

· -7t- ~E-VP.1!0N -e,-&1n-'1J>.1E-C • fP:.OVI C.01470LJZ'. _Y.'to.:p .

.... ., a. E ~

0 ~ z c:

~ .:!:j a. E &;~

Jl ~

lllnfi I'Z&-A. -~~II

i. ·; !;

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i,

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~! 178-<:: -

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" I P£NE1RA1'0N DATA ~ ::! ST.P-N D.Ai:':.:D . "1" o. o. c v >! ~ ~NB-1!'2-AilON 111-1114 W,b.L..L 0

.V lj 'E ~ .§.hi "Te-6 T j1U e, (.. .;.AHrt.£.?:

,; ~ ~..: 8 ..: _oil) ..: Blowa Por fool Z:,\..OW~ J 0 '&

~ Q :3 .:l 0 10 20 30 <40 •

78 _:.: VVG

34 - IZlZ

41 ~-·lztz l/i

. .... •

Page 47: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

-.... ;- .. .. : -.--::--.:.::......-- .. ---- .. "'--'·~· .... • ...... __ ,_..; .. ,_., _______ , ___ ,, ..•.. ~ ... -............. ·-··-· .. ·---........ __ .. ____ _

·--'i

WALTER lUM ASSOCIATES(] 30~0 WAIAL.AE AVENUE • HONOLULU, HAWAII 96816 •

Boring Log !lORING NO. 24 Sheol No. of ---

PROJECT \\".L\1)\U pSVE..LOft1E-NT- UNlT L Drill~r \Vl>-dS-R LUt-'1 f..~hr;C... Dare AUG. '2?., 1'10Cf

LOCATION· tt,i;\L~U 1

't..-W/:,.', ObqU, !jAWt--ll Field Porrv UA.S\.!iDA, LEE.. MAU - ' . < • AU'"r-:cn( M0131t..E.. \ 3" ! M \<,.: 9 ~ 8- 0'6. ', 3 Typo of Boring i» '-"..:..-:-.... H/1-lUTENAIJ)Diom. __ .:.:;:___ __ _

HAMMER: • . Elov. 27o' t '* . · h \40: :!l= Drill Bit T. C.· O\ZA('1 ..

:We1g_ t .

Datum -

Drop · 30 11 Wotor Lovol Hci}<(~\op I I I I

SAMPLER, 'Z" :JTANDARD 5PUT 5FOON ' .· ::::: §-22-bj : I

"":' ~ ~ "' D. E "' ., .

c .cz 0

'"0 ~ DESCRIPTION .! ·;; -:::·= 0

E,.l.E..V. = 27011 * :§~u

ML. I .. MEDIUM, RE.DDIS!-i . . . · .·. : BROWN, CLA'/E'/ ~ILT.

I

i . . . I · 1 . VERY sn FF DAR.K (H~) . . ! REDD\5\..1 . BROWN -~

i CLA. 'lEY. SILT .. __ ... i· I

ci z ... l Jl

. "' ~ c c 0 c!:..; .v ~ u "' .. ~ .,z ~ ~ ~

z~-A · - 33

~

~j ?:'~

Q

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ci. . ! PENETRATION DATA . g ::! O:.ib-NPJ>..!Z-D r;." o.o. v ~ ~ ~N<;-i'rz-A1'!0N 11'...11':4 Wf:.Ll.. ti ..; .§1..; TB6 T TU E>~ .(,AHfl.£.1' 8;:! ..cion;:! lllo)Na Por foot . 5\...0\V~jo.'& ~ ~ 0 10 20 30 ~0 .

~ta

1~·1)1 ~ !18 I .:J_~_.~j- ..

·•I· f ! . r'·

·I !

''.'

i i I I

(MH) I . "!JER'f 5TIFF/ BROWN. l CLAYEY 51LT -i .

z~-c I - I 351 :; - -

I

i

! I

1.1-D.' -IMHl I' .. is TIFF )'REDDIOJW BROWN I CLA E)'. 51 LT.'/ .... ~ . .

31 - ~z1z k1 .~ .......... ...__.

!

I I

t

I . . •

' jEND OF BORING CO>I~.S.

·.,

.•· i

'•:

., i' ··. ·_· .. ! :· ..

. · .. • ......

e ., .

"* E.t..E.VP-110H. '&'61U·1~l'e:..P F~0<..-1 <:.01-4'TOU~ 1--'ltt.:p .

Page 48: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

·-

··~-·

•••••• ·' ,·, .

.·:......";,\

I

( C.oH(""AC.."i ~c C (,"N&RAl- ,piCL.l.

. .....

C;.>DUL.O'CR. f\l-l-S S~tDL\1..0 ~-,\ 'OS ?L-AC. SO 1NnH F/Nc:::r~ ~ (\:\

· .MA"T{:;.RIA'-'> TO -~ .,_/' '\\!~.-~ fll..L.. Tnt: YOlO? . < \ ~-; ;,.--:: ••. \. . _)~ ·.-· "\ / ·, :

' ./ ..... ~):.: ' ··-; .... ~. \ ;\·.' / ·-.:.~ _ ..... ~' .. \..., /~~\ .

....-:-~ .,·~--~~ .. ~-.:~';.'..:~~\:~ _:>'?:-' .,_ ·:~· \2 ..,... ... 1t~ / ,·. .... ..... \. \. \ ,..AI l ·~ . ' __.,,.,- ,..

/.. ... \ '- ,· ... -~--~ ............ _ -----\ ~\ '-···· ~~~··'• '· -· . ' ,,,., ...... '::-.. ..----·,-; . ' ... •' ,., ..

--- ....;:<:::~;::::~·-.;:': .-\·~~)·· . . . . . -- .. --"'-. 12> MINI/V\lJN\

; . . . ···- ..... FlL:rc;R. MA:iE>f~lAL.. STR\f' Off LOOSE.. .MA-r'eR\Ai,) ....... :::(WE-L-L.-&RA.DE.D CR\J.S~~O R.OC.I'. t>DWN IO STlfP GROUND ...... :c ... ucH. AS "~4C" ) At-t 0 S\..~f'E .. To. DR.AIN.

• .

.. ..,.- 'i \? \ c;, lo.. \_; .. L't'"'- /'-. /: ~ \ .. . ...... \.\ ... , .... _. ···:!-~.'-'( 01' .. · ... ·· · ..... ::-· . ~01' .. Tt> ·· Sc..A L- e-

'F\ GL\Rt::. · ~

_fROPOStD. 'DO~L-D,?R f\L.L ... WAIAU DEVELOPME~T- UNIT I

... WAIAU, . EWA., , : :OAI-\U, · .1-+AWA\ I - .. . --·-- ·----

(1-AK : .. ~.'1.- 8> -02. :.:3: .. ::.. .. ··; .·

I i

~··~ALi'ERL~:i. ASSOCIATES, INC. R C:VIL. STRUCTU;;:AL, SOilS ENGINEE;;:S G ..

Page 49: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

,.

·e

·~

.·~

~ 1'1<- -': ·, "0~' ,"\- ;~' ~ ~,,_.,.._.., ,, ... • • • I ·~.,•··< ·,_.,.:..;,, • ·--•••-.,;• •--'•· •· •··~--~ •. ;; ·~· ·1 ···•••-

~-"-------~-:---:------------;--......_-:-----··--.,...---

\VAl TER lUJV, ASSOCIATES U 30JO WAIALAE AVENUE. • HONOlULU, HAWAII 96816 •

Boring Log . · . DORING N.O. 30 Sheol No. of ---

PROJECT \v,_t\\t\U pSVSLOFt1Sf.IT -UNlT T. 0,; 11 ~, Wb.l:TCR LU1"1 _l •. t.hOC-. Dalo ·AUG. ZB. \'f/,4

LOCATION 'N?·-l NJ I F-V,./1:: I O.t..HU I HAV-JAI \ field Parrv )...!ELSON I wA;,WIDA I MAKAUL.t.. ·. . . . . _ ( MOBILE '\ "

TM K: 9. 8-0 '2:,', 3 · TYP" or llormg .AU~:r;-t11}!VJ(l'\AN/Diom. __ ..=3:;__ _ _....;._

HAMMER: Elov. 'Z I l - r7 · . Drill Bll T. (_ · Q,.__i\G

Weight \ 4D *' --------::=.---:----.....---r---:-.;___

Dorum .-

Oro . -:::,0

" Wo1or Level N~8~\.o j j I I p 65 - 2" 51,'\ I\! DARD ~PL. IT Sf'ODN Timo -

SAMPLER; ST - 2" . 11-lii-J WJ:...L.L T ll BE Dolo 5 -za-1:.1 I I 1 1

c .!! '§

'"0 .;.::

~- ·:: ;§~;5·

(H~)

(HHY

'

O£.SCRIPTION

E...L.SV,: 212.'! * ~

t Q,

Oo

l . . ! = I ,.-

. JKIERY STIFF I RED.Dib~ I :. -' ... , 5ROW~. CLi\'iEY ~ILT I;._

I w/ DECOM~ED ROC!{ · I ., I I I i i,

i .\

. kEDDlSU. BROWN-GRA'f ··I DECOMFO~E.D ROC.K ·

I I•

i ·.~ I I . . , . '

· !E~D ·OF BORING (OJ JG..S' . ).... ·' .,.

I I I ;

'i

.;

* E.l..E-V,t...1l0N · E-6ill'-1.6-iE,_P )""~0~ C..OI-ITOU~ \-'\~? .

,-1

!-1

I

1\~ ~ ,-! ......

!

l& I

·~

-· ·i·' l ;

~

" 1 ~

·:

::

0 :z .. 1 ~

:: g 0 u; v

u ,.!

'; 0.: .~ ~ ~ ~

24

~ c: • ~"': ~

2:'0. Q

'" I .~I

A3 · -

41 I -

ci. E "' 0 c u ~~ ~ ~ 0~~ g...; 1-...<:...; v ca: ..041) 0: .:: ..

:;) ....

PENETRATION DATA ~

STt>-N::>P..i;:_D I '1" o.o. ·. f'~NC.."itU>-"T!ON Trlll-l Wt-LL . ie-6T TWe.e:. ~Hf'LZI'

Ill ow a Pot fool e,._o-w~ I o';r: ... ' 0 10 20 30 40 .... ;;;1 .·

---rn' ~ 000 I -'

- 1717

,.. .~. IZIZIJ

Zl . 5/ • -t·5 . /•0 .

-: -. --~---~___:_-L .. ~-·-·--·; ___ ; __ · ----·-- -- J

Page 50: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

·e ·,,"

....

i-

. ~ ·-·.11111'

~~~--~~------------------------~--~~--~--··----~--~------~------~

WAlTIER LUM ASSOC~ATES B 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 •

Boring Log BORING NO. 3\ Sheal No. I of _.....:.,.1 --·

PROJECT \'/AI AU OE..VLLOPME..NT- UNJT 1 Drill~; WAL-1E-R LUM w:hO~. Dolo AUG: 2'1 I l"f(..q

lOCATION \v..).) AU\ E:.WA, 0(~!-IU 1 ~AWP.ll Field Parly .. N~L50N, 1-lA'::Il-\IOt>. 1 MAI<.AULA. . A ( Hoe11.E. ) . .. 11-1K: '1-S.;.oz: ~ Typo of Boring UGER HINU[:MAH Oiam. __ ,;:;3;.,_ ___ _

HAMMER: Elev. 2Z0'1. * · · Drill Bit T. (_ · 0~/l.(:,

Datum --

Weight · 14-0 It -----:-=::---:----,.----..,-----:----.. . ~ O ". . . .. Wafer Level \J()~,'f.J:" 0 ., I I I

Drop 1.."~';) - '2.'.' sr.b.\JPP.IG-0 ~f'Lii" sroo~o..~ Ti~o -

SAMPLER: 'Z." ST - "Z.'' TI-l IN WALL . TUBE. Do.ro ~ -?.~ -1:.'1 '

g

3 ]' ~ ':':=r; :§J:o.

(ML)

(MH)

(MH)

..

DESCRIPTION

E.L..E.Y·" 2.20' ± *' '' .

.. $TIFF, REPDJSIJ l3ROWN ;· CLA.'/E'I SILT . ·.

· VERY 5 Tl FF, REDD!SU. . BROWN. C.LA/EY ~ILT

, w/ DECOMPOSED :ROCK

~TIFF, BROWN- GRAY ; CLA'/E'/ SILT, ·.

Ll GUT BROWN. . . ·-· ~DECOMPOSED. ROCK . . ·.· ·END OF BORING iOJ I(o~s··

I

~ ..

~t::.U:o .. VA.TIO'N Ehii~Aie..D F'R.OM C..Ot<iOU~ MAP

...

.t:

! 0

-t>_

.. IU a. E Jl

.. ·j z''5T

-

J~

10. 1 ~ ·tss 1 ft/W

'-

-. -

I&~ II~ : .-l 'L''ss ~

·;

''

0 z " ~ -'!

.. c: c: 0 .!: ~ .v - u ,.! .. ..: .!! 'gR. 3: ~

1.0

40 31-B llo.o I 31

:31-c.l ,. 43

31-D' - 3(..

·'

.. c: •

o0 1:'..:

Q

ci. E IU 0 c: v ~ .... ..:~0~&&!

§ ~:~~ ;:) .!l

PENE.TRATJON DATA

':>lt>-l-l OJ>. R D 12-" o. D. PE.t-\E-iRAiiON 'TI-liN WA.L.I.-iE:.-~1 iU6E. 5AM~e.R.

Blowa Per Foot ~L-OW~jo.f;>' 0 10 20 30 40 .

-VIZ

71 11:,oo · - f.s· o/..s;

,!bil - I J.":'' IL¥1

... kJL

i I

,.

J

Page 51: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

e ·\VAl TIER iLUM. ASSOCIATES Q

. '

3030 WAIAlAE AVCNU£ • HONOLULU, HAWAII 96816 •

. Boring Log BORING NO. :) L Sheot No. · of ----

Driller \Vh-U'S.R LU?''\ U:/-:-DC.., Dare b.,l)(:. Zb; l%4 . PROJEcT \v.f,JAU psvs..LoFt'lUIT- UNIT I. LOCATION ~\,1;\);'-U 1 SV..!f:.. Ob.l-)U 1 i-lA\vAII flold Patty WOODS LUNINC1. MAESl-liR.O . ~uc_,- r:> ( MOB\l..E 3 " ""[M K: '). 6- O 2· ', 3 Typo ol Boring"" ""'·"- Mt1,\Ji"E:-1M.l Oiom. __ ::;.... ___ _

'7 ?Q':.. :y..--HAMMER: Elov. ,_..., ~ ~ Datum - I

#- Drill Bit 1 · (._ • OK.A.G I Weight 14.0

Tirilo - I . Drop . 3 ,, Wator Lovol H~f,f.r- p I I I I ·

SAMPLER: 1." STA~DD.RD SPLIT SPOON oaro 5,'2{.,·b1 · 1

c .£ 8·

] ~ ~.:~ 0 5-~v

DESCRIPTION

£,L..S.V .... ·z:zo' 1. . ?(:- 0

~

-E

l :.-.

:;; a. E .,;

0 z

" 1 ~

~ & Q ~ .u

u .:. .. ..: -~ '#. ~ ~

~ ., 0 c u "' ~ > ~

~u: -..:~ O~u: oU c..,;t-.J::v) ~..: ~..:..oil)..:

0 ::t ~

PENETRATION DATA

<STt>-ND,O..iZ-P I '1." o.o. f~.Nr.::..irz.A1'!0N Tr4l!-l 1Nt·LL . 1'E-6T T.J2>~ ?t-:-;rl.£!'

Blow• Por Fool e,~..-ow.!' J 0 ~ • 0 10 20 30 40 "'. ·:::>

1 (ML) ~TIFF, Rf.DDI6~ .' .

. ! BROW}-J, CLA'/E'/ .i;lLT._ · - ~6 -(1

(ML).

e (ML)

(II H)

e

i '-l 1 .'l

VER'I STiff, LI&~T ..... ~! -

! BROWN. CLAYE'i l:?!LT ~ 1 W/ DECOMP06ED ROCK · -·; I I

....

-I l . lsTlFF, 6~0WN 10 -! CLA 'IE'/ -01LT· _ ... _ -i : !

-. MEDIUM I :BROWN -~ . ~

(,LA'1E'J SILT w/ ·_· I&~ DECOMPOSED RCCK:. i L END OF BORI~G@ 1~.5' i :_

' I

l i

·.•'

' .....

->ot: :·; .. :. ~ ,·;~ :·.,1, ' .. -. : ~ :·~ ... ~.::·;" : ·"· ~ ... · ... -r -~:.~- ~·-~-~

U> -~ -- IL-JL_J

?'2. -tz

?E -~ ~

' I ! l i I i 1 ' ;

Page 52: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

-~: . ;- ·-;·..--·•i..j~·r.'H-!~'<•,...;,;-;;r-.~.._"71~ .~"'"'- ;=.;;.-.·,.:..·o;;...,;;;·

·:·e

e

e

'WALTER lUM ASSOC~ATr:S D ~0.30 WAIALAE AVENUE • HONOLULU, HAWAII 96616 •

Borirg Log DORING NO. 3 3 Ske_ot No. _ ! of 1

Drill~r. WAL.1E..r<.. LUM A:-ho~. ooro L\UG. 28, lqbq PROJECT \'/Ait-.U. DE..VE..LDPME.NT~UNIT 1 LOCATION \'-.'.\!,~U, E--WA, 0;\.HU, HAWAII Fiold Party WOODS, LUNI~lC1, MAE.S\-Ilf<O · · · ~ ER ( noe\\..E. ) · "

_1'MK'.: 'l- 8_;0 2: '? Typo ol [loring L.\lJG _ MINLJTF:MMI Oi_am. ---._....;3;..,-___ _ ' --- ' ' . 2431 t * · HAMMER: Elov. .. · -- Datum -1 r he 1'-.r ..

~ - I

Weight I 4- ·~ ·If "'"" u .. . ----.--~N~O~-~----r---~~-~--~ ·Drop 30 '1 .... · ... -- • · · '#ot_or Lovol Nonc.ED _

'Z.''ss- 2" ':lrAN DARD SP.LIT . SPoOl-! SAMPLER: Z."S- 2." naf-.1 WALL TUBE. D~ 8-~-~

c 0 s

"'t''· 0:. ·.~ ·.:;. -- ~ ·- ·- D :§j;o

(ML.)

(MH)

. :. ~

DESCRIPTION . E.L.E..Y,, 248>':!:-* ,..,

l::. -E

! ~· a. E Jl

:-1 · IliA: ~ i:G

.. :STIFF, REDDl~~ l)gOVjNl . _ . CLA'/E'/ SILT . ,. !:>.......,_

VER'/. STIFF, REDD11W 10

BROWN,· SJLT't CLA'f · .. :. ·: ·. ~ .• '

... ·• ~OCKOR.. BOULDER '·

:END. OF [email protected]~.1'

"

'•'

•' .·

.. ·,, .. ·

·,:• . . . ·". ...

''

l '

H, . 1:: ' ' ' '

' ~

i

:1

~ ..: i: c ' 0 ~..; .U

.!!

~ ~

u . ~0.: .;?/. ~ ~

~ c • ~0 !:"c.:

Q

33-AY..: · 2.4- I -

30

'2.5· I .,

. I PENETRATION DATA ~ :!! S~to-1-:DJ>.r..:.D 1'1..'' o.D. u :;! ~ _ PE-KE:.rr~ATlON 1'1-liN W.ol..l.l.-;i ...; ~ ~...; .. TE-:>1 1'U6E. ~AMP\..e.R 8;:! ..ci~;:! Blow• Por Foot ~L-OW~/O•f;J' :5 ~ 0 10. 20. 30. 40.

¥-.s' 3/s '5/.s··

._ tzld·

-~. --1717 ~

,.

.

·''

•,

~E.I.-E-VATION IY.>'Tll-'\,..iC:..O ·.· I I I' . ~ 1 . C~OH_ C.Ol-4TOU~ MAP .. t._._I_ ____ _!_:_, .... .!_ .. -~L--.1'----'--.J--.i-.-1--'-------_.)

Page 53: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

·e

e

M's 7/69

·. WAl T!ER lUM ASSOCI A TIES ~ 303.0 WAIA_~AE AVENUE • HONOLULU, HA~AII 96816 • PHONE 737-7931

A.U&UST I"L 1%"i ).__M ·Boring Log , BORING NC

PROJECT WAIAU DEVELOPME._t--.lT-'U~IT I oriller'NALTER LUH ALJzOL. Date

Ti_mo -

LOCATION \VAI.t>..l), "E.WA, O.b.\-\U, HAWA.\1 Fi_eld Party -0U7.UKI< WAi;;WfDA IHK: 9-· B-:0'2. ~::;:. Type_,, Boring AUGE.R ( ~~~) Diam. __ 4;...__'' ----

HAMMER: Elev. 2Co5' 1. .>/: Datum-------

1 · . 11- Drill Bit L C... DRAG ·· We1ght I 4 _ _._...__,...._ ..,._ -. "N-;::c0 ,-~-.-. ---"~---,.,.....,......-..,----

Drop 30 " Water Level t-lonc-r.o.o

. \

SAMPLER: 2" ~TA\-JDAt<.p i;,PLIT 1zfC\2N Dato B-l9- 1,9

c -~ 8 -o ;

-~ ·;; -= :';; 0 :§~u

(ML)

(ML.)

.(MH)

I

'-1

~ DESCRIPTION •

su:.v. =·2(:, 5'! * :t 0

. ?TIFF (J REDD.I~W BROWN':. -. CLA1E'i t?ILT . : -

VERY- J.; TJFF, REDi/1~~ BROW~, L.LAYE'/ t;JLT

ROCK

-

-----

10

----

STIFF, REDDI~W 5ROWN1.-

· CLA'/EY ~ILT W/ DECOHF.O~ED ROCK~

---

2Q_

-HJD OF_ BORING@ 21.5' . t -

~ ELE.VATIOf-J . E~TIHATW Frcnt-1 COfJTOUR. MAP

~

C>

a. E "' <I)

.;· ~ z .. u c. ·~ E ..

Jl a:

~ ~ :§ ....

Ea~! :2 :l .2-.-.

m;r ~II) 34-AI - I '2S. -

11F

9- 0,)

g ~ u >~

0 o '-10 a

1~:~~ c "' :::1 _,

PENETRATION DATA

'STAI--IPARP pe. NtS TR"TION le.~T

Blows Per Fool 0 10 20 30 40

-IZ:

II ~Ill 51-!\. - ~o -I -~ I ..: I :·1 · ....... /17~

H 'f/.:k/

rnt flJ!ilo4-C · -

'?'? '?'2. -

IOv ~II I 34-D.

I~ v -·4-1·-

I

\'S.

~.

I

I )4-f.. - 4-1.

I

.· .. ~ -

.IZIZIJ

- 1717171

Page 54: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

e

,-___;_ ____________ __,... __ .;.;.__~_._-----···-·· -·---.,...------...

WALTER lUM .ASSOCIATES B :1030 WAI.ALAE AVE.NUE • HONOLULU, HAWAII 9G{)l6 •

I

Boring Log 1 !lORING NO. 35 Shoot No. of ' __ _........_

PROJECT . W;\\&U pSVSLOf't1y'-11- UNIT 1. Drill~r W.\.L:.l'C.JZ LUtJI t,t.hO.C-. Doto AUG .131 \'lb5

LO.CATlON ~1../;\lNJ 1 T;_Wt}:., O.bJ.)U i ~AWt-.\\ Flold Porty NELSON I LEE. I HAK..AUL.A. . ' .. AI . ( M061\...E) '2. .. I M \<..: '1 - B- 0 '2: •, 3 ·. Typo or llorlng ...-UC:>e:-K H 1 NUT~> HA,~ Diom. --"".;.;_,_ ___ ..-

HAMMER: Elov. • Zo I ' t -* . . Weight. 14. lt- _D,_II_I a_,,_· _-r:~.rrC.:v.;::-. t:/~R-.AC:J~--;---'--r----=-_.:.........__

Dotum -

Drop • 3 •• · '· Water lo.vol N;l:J!~Jo I j I I . u . ~~ -

Dato '6- 1?, -(,'1 sAMPLER: · :z · · SIA}.JDARD oF:UT spoof\.! ---

c -~ s

'"'0 -= -~· ·.:: '!";: :-: 0 5~v

HL..

~ DESCRIPTION

-= su:..v ... 201 't -}1:: 0!

! l

MEDIUM' REDDISW ::.,.,, 1 =

: oROWNjcu~.'/0 ~ILl.... . ! ' ' .·-1 ' .

i . .. . . ! ;;;... I . . . e.: i . '.I I . 1 -

~ .. c. E Jl

.s. % Jl

11JJb5-A I,. ·~

Jl35·\3

,.! ,;. ·C: c Q ;: . ~...;

.u u i~

~:; ~~ ~..: ~· Q

0. I PENETRATION DATA 5 ~ <STP.ND,C..~V '2." o.o. u ~ ~ f,;;:.NC."T. fUll ON ITHI\4 W/>.t_l_ S..; ~i ~ ie.6T 1\.J~e:.. .;AHI"t.£.~ ~;:!.cion,.; Blowa Por Foot e,~.--ow.t: jo tb :I . ..:: 0 10 20 30 ,40 "' •

- I "2.5 I .,.. ·:_- 0

'31 -·IZVILd .·e .. ,LMH)

~TIFF, BROWN . I • ! \. . ' i :-j CLA 'IE'/ SILT ~ : · .. i 7" i ' . ' :-

! \0 ' .

I

IR,. , ~135-cl - I 33

·p:r':

..

e.

(t1H)

(MH)

. STIFF, DARK. BROWN ...... ~ .j· CLA'/E'/ SILT .... , ~- i .~ ' . ~ --. j : I

I ' :

.I : t • ' I

I . .· . . . . ~

::VER'/ 5TIFF DARK l&_:_ I . • . ·. ..... I I BROWN, CLA"/EY. SilT ! ~ ! j-

I l : I· ' I . ~

I.. .· .. ~ ~ ~OCK OR 'BOULDER·,-~- ~

lEND OF 130RI-NG@ZO' i I' ! . . . . : .. ) j I

· ...... •

- 01 i)

. ' : l ,, '!i 'I

~H 35-t>l. "": I 3~ -~-r717 .~ ......... IL.JL_

ii .,

~'I .

• l'l 35-E il ii

. ·_(I No: ~EW\.{ER'/). .. ... ,

1 1 1s;.o·.

il

~ I 1 -;t aE-VP.110N C..611!'-1J>.1e'..P1

. .. -...... ,_,_. _rr-:?.::::: __ .~~u~ .~!:-'P . I I I N I I I_ _I · ..1 I · I · I I I 1 ~~·- I I I ~ .

Page 55: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

e

-;.,·.·

... - .. -----,---

Y.l AlTER LUM ASSOCIATES [.j :10~0 WAIALAE AVENUE • HONOLULU, HAWAII 96016 •

I Boring Log· DORING NO. 3Lo Sheet No. of ---

Drill~r. W.b.L.:TC)Z LVM 1>/hO.C... Date ·· AUG, 12.: I 'f ~'l PROJEcT. \vAlAU psv~L-oPt'1UIT-UNtT r. LOCATION W;\)NJ I E-WJ>., Of...HU I !jAWb-1\ Field Party ~EL50t--l I MAKAULA 'r1E'iER..

' . · A· ~ n( MOl"> it. E.) '2" J )'-\ \<.: 9 · 8- 0 '2: ', 3 Typo of Boring ... ,ue,~.._ M i~\UI~HAN Diam. _ __.;.;;;>:;,_-'----

HAMMER: Elav. Z../7, :t. * · h ·1· ' <\: Drill Bit· \, C. • Ot2.i·.G

Datum--~--==---:---

. We1g t ... o ~--:--r:::i"l"'>-i~-:-;----r---...,------=----Drop 30 '1 Water le.vol H'6.g[s6 I I I I

11

. . • . T_1m0 -

SAMPLER: Z 5TAf-J.DARD 5FLI T SFOON Dato ~-b9 1 1 I 1

c. .<:! 0

] ~ ":";::-::Q 5J:o

(HL)

(HL)

DESCRIPTION J::; .r.

E.-\...E..V.::·2J7~±. ~. 0 1

IS~[y~~D~~BR~~I = I. .

I -I

! :. _j

o·_ . I . IVER~ STIFF, REDD16U -II BROWN, CLA'iE'/ 61LT -

wl DECOMPOSED ROCK

I . . ' . :-

• I ' . I~

fOCI<. OR. _BOULDER. .. ~~ : . 1. NOTE ·, ·. . -· ..... ·.. • .. -- '.:-'

-I FIRST ATIEMFf HIT · f-1 BOULDER.@> 3': MOVED ;_

I BORII--16 2>' EAST~· i SECOND ATTEMPT ~IT : r

· BOULDER ®.CD', MOVED l~,_;-.- I·· . BORIN~ 3:.:,_ -: '·. I L.

1 : 't I~

i

I . I

I

! . I

I

I I I !

'

. ! -··

·'

~ ., a. E ~

ci. I PENETRATION DATA E " <S1t>-N D.P-fC. P '7.." o.o.

0 -c. 0 c z .; 0 1.1 "' r~NC.iiU>-1WN 1'1-11 \4 w />J.-L. c: M >~

"' ~..; .1.1 c: • .;..: ~ 0~~ 'TU.T 1\..l t:>E::.. oSAHn...&fi:.

1 t~ ~~ ~:; au;t-..cv; ~..: ~..: ..001)..: Blow• Por F~.r ~0 8'-Cly,.I.-.,.Jo.r::;

Jl ~ Q :::1 .!l 0 10 20 :10

lmr1%-A 1 - lzr· 1 -~ 1 - 1 - t/17 lj' :.i

~-;z:t.t··;

~

~II hb·eJ - l3o I - I ~ I - [7 V V iii I! I ~·II ~N I o

,h~.~.'" I I I. •.

II' !I ! I I I . I I . I I I . ' I I II I! II

i·i 1 I . I , ..... !

II !I

. ill II I II. I I I I I i I I I I

I I.

I • ' ' ..

I•'

L ~ ~~~~~~~~~~~t;_::t~,=~·,to-•~•>·~J ' ~ I I I I I I· [ , . .,J.. 1 I 1

Page 56: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

........ ; ....... ,_ ....... ·-----.4. ........... _ ., ..................... -... --···~--..... ----·····--~·· ....... ~- _. ..... ----·~- -··-·

e

-'··

·.

WAlTER lUM ASSOCHATIES (] ~030 1/o{AIALAE AV£NU£ • HONOLULU, HAWAII 9l.SI6 •

. . I

Boring Log : . BORII\IG NO. 3] Sheer No. of ---'--

PROJECT \v,L\\;\U PSVt= ..... LDFt1E}IT -UNIT T Drill~r 1,1./l>.L:TS.!Z LUr-'1 f:..0?0C... Doro AUG. 11; l'l~'l LOCATION l~;\lNJ

1 F,WJ::>.., OAHU, lj.AWN\ Flold Por.rv MAKAULA , LEE. , I'IEYER

. . ( \'"10F.',IL.\:. \ -:1" J'M K: q- f:J-0?:. ~ 3 Type of Boring ,AU0~l"Zj=I!N\Jri:.Mi\f.l) Diom. ---=~::.....-------. ·· ·1.3o' :t. * HAMMER: ! Elov. · · Dorum -! -If Drill 811 I. C..· 0RAC:2

Weight \40 -·----=--:c==---:----.-----.------0

0

. 30" Woto_r Levol H~,';;[r.:o · ro, Timo -

SAMPLER:. '2." STANDARD SFUT SFOON DoreTi\-69

c .£ 0

"" ~ .~ . ·: '::= 0 :5Jlu

HL

(MH)

;

LMH)

OfSCRIPTJON -:: 8.-E-V. = 230!:t ·?to· 0 !

I j

i i MEDIUM TO STIFF, .... : i REDp15W BROWN: . · I CL/l.IE'f 5/LT ..

I I i

I I

---

i­l:: .. _' -

I ;-

---

\0' . I-:--

-....

-I . !STIFF TO VERY ·sTIFF : _ I BROWN, CLA'JE'f .. ' .· 1&j_ :· 51LT · .. · . ·: ·... r

i ' . : ' ' : '> :-· ;-.. I ' -I ~ i

I I I ·.·

! .

'~ I i I

!j_

il · pTIFF TO VERY STIFF, ! TA~-BROVV~ ... -·· ·. .:. I ~ -j'CLA '/~'/ 51LT ... I

END. OF. BOR!NGrcu 2!'o' ...

-zs_

i ·'

1 j-

~ ., a. E

.Ill

~- E.L.E-VP..IION E-61n-1.&"T~P' l"'f-'..Ol---1 c..ur,t-rpu i'•~. Y~l._? · I ........ _I_

~ ~ g ., . ., ..; .U a. QcJ .: E ~ 0: ,!! ?ft

o)'l 3: ~

ci. I PENETRATION DATA

~ ~ '5T.t>-NDA~D I '1" o.o. ~ u ~ ~ f'&N~"i(2..A1'10N THil-l WI>LL. ~..; ..: ..; o ~..; !B6T TUEle:.. oSAH!"t.Z~

Q v g Cl) t-..c Cl) . . .

l:' 0: v 0: _ocn 0: Blow a Per Foor 51..-0'y.J.;..J o :s' · Q :5 .::l 0 10 :20 30 -40

33

4'2.

- '~- 0 -t~ m~37-A I - I 33 :·!·II ' I

lilt ~/131-B' -jll il ' II

~ Mmc·- ··.~zn

VIZ

I

.47..1'";;." - IZlL

.

.34 -~ I. ::_, - ~·- ~.

45 I.- - --·

I

1.-~.J_j_j_:_ I I ! .... L.L...........L--1.........__1_ __ _.___)

Page 57: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

.. e WALTER llJJIV~ ASSOCIATES [J . 3030 WAIALAE AVENUE • HONOLULU,-,HAWAII 9G816 •

Boring Log~ :;;, B · · · BORIIIIG NO. :.J Shcor No. of

·.PROJECT \.',1;..\lAU pSVE..LOFt'1UJT- UNIT T.. Drill"'· \Vb.L:p:;.rz LUN f>.t..hOC-. oaro AUG. 'I i'lCa4

W;\lNJ, cwp...,Obl-lUI HAW.b-1\ Fi~ldPorrv LEE. KAI<.U, WA5WIDA LOCATION . ( )101:111-E. ) .3 ..

JM K: . 9. 8- 0'2: 3 Typo of Boring AU.~t:;..~ t1JNUTEHAN Diom. __ ...;:::., ___ ..._

Elov. 244 ;.... Datum

HAMMER: T. C.. DRA.G Weight \.io w Drill Bit ....;0" -:-W--L-1--;:NT.:o:::;:,~-;.;-------.----.------~ Drop ~ . ator avo N6'nr.!?.tJ

Timo oaroFBOi9-:_.7o{,9IT---t---+__;--l---

SM-\PLER: . :zu STANDARD 5FLIT 5FOON

c .2 <;

'"0 ~ .!! . ·~ ':-::':':.&; :§S:o

(HL)

.: ~

. DESCRIPTION -= S\...E..V.= Z44'1 * 0 £'

1 I . -

-. ~EDIUM TO STIFF, . i REDD15l-l BROWN . l CLA'/E'i SILT .. · .· '-I .

! Q~

. -I -

.I '

.. ... 1 "' <I)

0 z ... 1 Jl

;: g "' ... u c • <>:J .: . ~:J ~..: ~ ~ ~..:

31.. .. -

3'2.

~ " 0 c u )!L. ...: u.: 0 ~.~ c . .,_~ .

~~~VI~ ;) ...

PENETRATION DATA

CST,b..Nt/.Ar:.D '1" o.o. rr;;:..NC.'T(Z.A'TION T..ll\4 Wt>LL TB-".=>T 1U e.e:. ~Hn...e:-1"

Blowa Por Fool ~r,.,CJ~i,/~ / 0 'b 0 l 0 20 30 40 " • .I

- ·~

- IZIZ

·e I(HL) STIFF ,·REDDl5W BROWN ; ~ ! CLAYE'/ SILT' -~- .. 1; ~

cnm

(MH)

e

I - .. -1 .... · .· I :

!1, '. : = . . . I :

. ~ER'/ 5T!FF1 BROWN~~ : ~ 1

CLA.'iEY. SILT ··-· ; ~ ! l&~ I , '

\ \ \

I. :I ' I

l ~ ·-~ERY STIFF DARK' ... · i ~· I GRA'/,CLAY£.'1. S.ILL. z6 : l .. ·. ' . . ·.·. i l

lEND OF BORING@). 21.5' \ t I .

i I

.I

i

..

Dl Ill ~~I 38-E.

!i

35 - l/!71

·33 1 - I ' I c lz 1z P l/l . I , . . ..

3& I .: I "" I . .: 1/17 V U

* ~~g-~b-"J!~{:Lo_~~\~'~::~L ........ L · 1· D J._l I I I I 1 1 1 1 1

Page 58: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

e

.. ....,.,..---.,.---- ------------.,

WALTER lUM ASSOC~ATES D ~030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 •

·.Boring Log.· BORING NO. 3"1 . Sneer No. of

Driller.\Vb.L:fS-!Z L\J1'./t /:..'::hOC-. DDIO l\UCr.7, l'fb'1 PROJECT . \.y'f--\.L\U pSVE...LOf'j1UJT-:- UNIT I LOCATION \1./l'-L"-U 1 E-V·./f>.., Obl-)U 1 J...l.AW.b-1\ Field P~rty GONG, MAKAULA, LEE

. . ~· 1 _. rz( MO'e>ll.£) 2."

JN K: q ~ 8-02· ·. 3 'Type or Boring ... .u. .... s.. M!NUrEHAl-J Diom. --~=------

HAMMER: . Elov. '20 I 1

t. :f:' Datum -

W

· h i A ~ . Drill .Sir T. C.· DR.~6 . e1g t_·_·~~~~------.,.------~-----------------~~ Drop : 30 11 Waro~ Lovol ~1Jl,P,2£q

SAMPLER: Z". STA~DA\ZO 5FUT 5FOOtJ ~;: B-~- c:,q I I . I I

c: .~ e

l~~ . .... ~

DESCRIPTION "' -E Ci.

s.u::..v. -= 2. C.l 1 i· ~ c.. E

oi!i "' <I)

I

(Htl)

·i -MEDIUM I REDDI5~1 ...

!

: -i BROWN, CLAYEY 51 LT I . . -j '-! .e.'

'-i 1-

0 z

1 .h

2 g i!; u.i .U

_u "' " ..: -~ ;I, :>: ~

I m p~·A, - 35 ; II

·: ·li i : ~ , !I ;.[

~ ll13i-5' -•I

37.

~ c: •

i!i0 ~..:

Q

~ " I - ~ENETRATIO~. DATA o c <Stf..ND.l>-1'-D ;2_ O.D. ~ .• ~ :o .• · rew:-l,rz..t>-1WN I THil-l Wl>l-L

'C :ii ~J: iii IEhT 1\JZ>t::.. 6-AHR£.1' S ;.: ..c~~>..: Slow• Pot Foor e,~,..oO\>-I~jo.~ :§ ~ 0 10 20 30 40 .

-g

~ · izt?=lzta

• '(t1U) WERY ~TIFF, REDDlbU i -i BROWN, CL& 'lEY. .. ~ ..... 1o ·~

11'1 l1 i: ''I d: . ;1!'

mi'P1-C. -·,

··e

t SILT · .... ·-I -i ·~

. ; I

END OF BORING@) I]'_

••

IS :­i '-

·-

43 .,. - l7VV1 : 'I ' I I I I I I I I I I ' ';I

·Gl I [1131-D I - 140 I - I - I - vv v

• I

li :J i . I ·· I I . I I ' 'I II

I : ' I I I

I I -

* aSVP.."TJON E-t>'T!H.&"TE-P ... L ...... -.!:::.~.?..~ c..o:.:::r_ow~ ~AP. ·1· I I U.....-.L. · l I I !_ ....... ~J I · !.,..,¢J-....-'-----__.

Page 59: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

e

.e

-<ot.-:, .................. ~ ................... -"-~ • ...-._ .. , ._._._, .. -· • ,. "" ~ ,,. ,·-·· .•. ,

,--....,:_--~~------------:----'--------··-·· -·- -·----

.WAlTER l\l.JM ASSOCRATtES E] 3030 WAIALAE AVtNUE • HONOLULU, HAWAII 9Gfll6 •

Boring Log : 40 · .· DORING NO. Shoot No. of ---'--

.PROJECT \1./.L\\;~U pS.VE..LDft"lE.}JT- lJNIT T. OriiiN. W~L:fc;R LUM J,h'-:>O.C.., o4 ra AUG. 27, l'!l.o9

LOCATION \1..//\.);\tJ 1 SV·./j:.., Ol-).)U 1 l-J.AWt-.1\ field Parry MAKAlJLA, \..lA":::>\..! lDA, NEL50H . . kl

1 l MOP-'·1'-E \ u

JM K.: ~ ~ 8- o'C ·. 3 Typo or llorino ;...u0t::-l'Z MIJ..J\lfE.MAI.Voiam. __ :;::3 ___ _

HAMMER: ; . Elov. I q o' t :f:" ' ''" D 'II a·r ). C.· ORb..&

Weight 14-0..... _" _1

-'---;::;r:;;::---;----r----r---_,.;...--

Dolum -

. Drop · 30" Water .lovol H6¥i[Eo · limo -

'-

SAMPLER:' 'Z II STA-NDARD SFLIT 5FOOI-J Dalo B~'2.7-b9

c -~ s " .;;: -~ ·;;

':::-:0 :5.:\o

(tiL)

(ML)

(M~)

(MH)

·~-

OESCRIPliON (f. ·-=

~' r:::· ' ' 1!-~v.= rcro t *· · a - .... c

i . /STIFF, ~EDDISW BROWN -

j .. CLA'/EY -SILT . __ ,. _ -i -!

i

i ! fYERY STIFFLDARK-

. 1:. BROVvN, C A'/EY _· . I SILT _- .-. ".· " I' I ,, i I .

j_ &_

--

-,~

jVER~ STIFF/ DARK- __ - ~ j !3~0WN1 SILTY CLA'/ r-

. ' -! . i

rvERY STIFF, DARI< j 5ROWN, 7lLTt CLA'!:' ! wJ DECOMPOSED ROCK

:END OF BORJ NG cro 1 eo.s: l '• I ,. ,·,

....

~ .. · ..

l&_' i I

~ ' I

.. Q)

a. E "' V)

0 . -z. i: g .. ~..: ,1.1 a. ' u .: E ;; ..: .!! ~ ~ 3: ~

~ I PENETRATION DATA o ~ CSTt.NDP.r<:..D ~" o.o.

~ 1.1 ' ;! •. f&NC.iiUiiON Trll\i Wt-Ll.. ~ j 'E ~ ~i ~. 'TB6T TLlt:>~ ->Akft..E.f'. ~...: ~..: _n<~>..: Blow• Per Foor . e,~..-owf.jo.r:;

Q :;) ..::: 0 10 20 30 40

I'

I .;.UII ~ 4o~A · - · tzu Z1 - I -

i I

,I i: .nl: 1/

t,:1 i I i4o-o - -; 1 34 ·-

I - -- . 4? -. ~ .. ··~ - .

::v :; I

i

n' 4o-o! :- .. _. 1.34 ·I -~ I ._ I·-- ~---,.h ~~~~ ··- -- · · -~- -:- -- ~ VVVIJ

il 'I .

. :, I l I I I

I

. '~

··; !

~ ~~g;~P-11"J;o~;t11~~~,.:~l . I I t I __ I .. I -I I I I I I I 1

Page 60: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

... ··:.; ·: ~.: ·~ ;~·:~:~:-::::::~· .. ~-:::-:--.:::: .... ~ .. > ::-::: ~ ... =:~~ :· .. :-~.·.::~::: :-.~ ~~ ~_,.,. ....... -- .,. , - ,, l ·•-• ,,:.-... • ~;,,_-; .. ~.-.::: ... -;J.;..,i;a,lo.J. · .. ._.,! .. ~-·•+~" i ,.t, .. .,,,..,; ,,.. . ..,_.·~··~.-..,;,A •-..., .. --__ . ~~ ... .,. '''""''"-•'

e

.e

e

~~------'----:--------~~--.. -·· -- 1

I

WAlTER lU1\A ASSOCBA TES [] 3030 WAIALAE AVENUE • HONOLULU, HAWAII 9G!l16 •

. . . i Boring Log . DORING NO. 41 Sheer No. of ---

PROJECT \v;\1/\U P'E..VE.-LOPt1E..NT-UNlT T. Drill"' Wf..L:fC-tZ LUt-1 f./:h·OC... Doro &UG. 27 1 1'1C:.4

LOCATION \"-,1,,1.,.)/:-.tJ, E-WP.., Of-.HU, !j,..\\.V.b-1 I Field Parry MAKAULA 1 UASWIDA 1 NEL.SO"-l

HAMMER:

Weight

Drop

SAMPLER:

Datum ____ ..=:..._.....-__

Al.JL:or::..R( MOI3\i.,E:.) 3" TM K: 9. B- 0 2 •, 3 Typo of Boring'"' - .Mi\-JUTEHA~\ Oiom. ------=----.,.--

Eiov. 2 I 4 '.f.. >f­

140 * ('

·~1'\11

·z·~ STA~Dt,RD SF LIT 5fOON

Drill Bit T. c.. ' 0 1(;.\(1

Timo -

D4tO 5-2.7-b'l

0. E 4> 0 c: v "' ~ >~

PENETRATION DATA

.,;T,t..NDt-f':-D '2" o.o. c -~ s OESCiUPTION

s. ..c

~

"' a.

0 z .. a. E ~

~ c c: 0 0..; .v

v ,.! uo.: .:! ~

~u: ...:w.:O~u.:· 0 u c V) r-...c u)

f'&NIS-1 (U.o.. "TION 11-ll \ol 'WJ>.L.L IE-6T TUZ>C. ~Hfl.E.~

"1:' ;;: .! ·;; =~o :5.5:u

LHL.)

(HL)

i I I \

i

· E.t..E-v. = ·z 14'·t * .

. pTlFF TO VER'/ STIFF, . 1 I(EDDJS~ BROWN· . ! CLA'/E'l 51LT· l . I I I ' i

. i

I

! 0

--

Eo'_

' ]-!­' I . --

,~

'MEDIUM REDDI5H. ! i ! BROWN' CL~'/E'f i ~ ! SiLT ~/ TRALE.S OF ~ ; ! DECOMfOSED ROCK · 1& i I -~ STIFF, MOTTLED f3ROVJN ~ ! CLA '/E'i . SILT w/ . :...

:! DECOHPOSED twcK .. I ,_ ROCK _OR BDULDER. · .. 1! ! END Of BORING tiD If ~ ~ . i I.

* E-t.-E-V.t>-110N. E-~'TIM~IE::.P l"'~:.,;Jk'· C-01-ITOU~ \-1\A.l"' . I

E "' ., ;>: ~

PJli41-A I -. I 14 ) ;

I" : .

il !:

~a: ~~..cit/)~ Q :;) ~

Blow• Por Foot f!>'-(l'y.J: J 0 ::,' 0 10 20 30 ~0 ~ •

-~ lz1a

i !I I li41-BI- !2.4'-I ::11

:-.. vv 'I

~·:

I . 141-C' -

h: ~.:1~ : i 1

-~· !I {!-!,

I] '1.~ 4-1-D' -' :i i

!H

~J41-E !I i! ;l i' :j jl

3~ - ~:a·

48 - 171/

. (j t.JO ~ELOV~RY) . I· . I ' tsJo·

I

Page 61: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

e

·-e

e

' •'·- •,:::, :-·; ;:-:.;,•-"4~·j'j.,~';:"':'.:~.i. .. ~ !:.o'. ~· • .-;.,,f,:i'J~', ,,o · t" ,•..: ·.;,;;,;;.~.·~;.,--: ... : • . =.,r;~..,; • ..;.;~~:;..w,:;;·;-~.:.~··»-·,.;:'<C':.-!l Jwo.O:.';;:.,~•:..O"•"'·•'-•..,......, ..... ~.:. •• ''•

,..:_....;__,_ ________ ..:....,....... ___ -:---:---'---~-------··--.,.-----WAlTER lUM ASSOCIATES [j ::1030 WAIALAE AVENUE • HONOLULU, HAWAII 96616 •

UORING NO. ~ L ·· Shcot No. of ---Boring Log · · Ll

PROJECT \v;:\\1\U· pSVSLOf't''iEJ·fl- UNlT T. Drillr; Wh.L:f~f(', LU1'1 f..l.:hOC... Dora AUG ?G, l'fC:,C(

LOCATION \\1;\L':--U 1 SWJ::.., OD.l-\U 1

l-\A.W.b-l\ Field Party )..!A'J!-\IDA, NELSO~, MAKAULP.. · · · · · · ( r10I?.ot.E ) · 3 ,,

Tl'-i K: 'q -·8- o2<3 Typa or Boring .Al.JC.>E:-R MINLJTEMflt~ Di,;m. __ ::;::_ ___ _

· . "ZS' t *'"" HAMMER: i Elov. r... ·. -

. . # Drill a·;,. T. C... DRI\Cs DAtum -

.. Wc1ght I"~ 0 -----~;;:::;:-.----r-----,---.,,.----Drop 30'' WAtor Lovoh.loVf::~t-.0 I I I j

Timo -

SAMPLER:. 2". STANDARD SPLIT SPOON DAta 8-'2.(,-{.~

-

e ~ ., 0 c u "' >~

PENETRATION DATA

<STL-t-lDf-(.:_0 '1" o.o. -~ e·

'-' ;,;: DESCRIPTION . -:: ~ a. E ~

0 :z: .. ~

-~ t 0...: u _u .: .. a: ,!! ;I.

~ c • o:J ~a:

..; u.: 0 ~ u.:

~~~~~

r<::NC.ifU."TiON 1\-<il-l ~t--LL-'TE/.:;. T . · l TU e.s. ~~--m.£.1'

lllow• Per Foot 13L-O\N'·~ I 0 s' .~ ':1 ~==o 5J:u

(HL/ I

(Hl..)

(HH)

- ~ e-L..E-V.:: .22 5'.!. * 0 ~

MEDIUM TO 5T!FF, DAR.K ! -l REDDISW BROWN_____ : -i C.LA'iE'l SILT ____ : _ : : ; ~ -l . ,. ~·

i'/ERJ' STIFF~ REDDI0i-l i­l BROWN, CLAYE'f ?ILT ! =

i i !

:-'

---< • I

I~ ~

,... .NER'/ STIFF,. . i BROWNI CLA 'IE'i tJ!LT . : i ~/DECOMPOSED ROC I~. t& ~ I. . -,, ' i ' I I~

! Ef-JD Of BORING (CD 1~.5· · i ~

i i I

I I !

I I i ! '· l' ' i

,.

...

* E.L.E-VP..110N it:.l'n··V-16-P l=r<:,wM . .r;,.o~rTo• .. ,lt'!'-. \--1\t...? · · •

Jl ~ ~

mr,-·142-.l\ ' -·l!! ·I

k-!h-+

11··, I

l1j !4Z-B· -

I i!

I\\

k~'.: ,~.

~~ !4Z.C. l -

111: ,. ll"'

42-D· -

;

ll I I ~:

7.'1

3()

41

4b

Q ::> ~ 0 10 20 30 40 :J •

-01

-~ VVkl

:,:'·

~ .. •7171

- VV V IJ

J

Page 62: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

e

•,'

•••• •

....

·- I

·--.-----------,···· -- ------.··· --·-·-··

WALTER LUM ASSOCIATES f] 3030 WAIAlAE AVENUE • HONOLULU, HAWAII 96816 •

Boring Log. · , · BORING NO. 4? Sheel No. I of -...:.'--

PROJECT WAlAU DE..VE...LOPME..NT -UNIT l Drill•r WA~1E-R LUM t>f;hOC,, Dale rut.-'( .,,, ICitaCI.

HAMMER: Weight lAO*"

Drop . ?;O" Weror Laval wN'?c1Q

Tlmo _

Darum --

LOCATION WA\ b.U 1 E-'tJA 1 O,t\1-\U r 1-\/:>.W,b..ll Flold !'arrv l'J\~\J , LUNtt-._\("\, Mt..t..A.UL..~ . Auo:-R ( Mol31L.e ' 3 .. 'TMK: 'l-/3~oz.: ~ Typo ol' Boring ~\ \JL H!N\IIEMNl)Di.em. --~----

Eiov. lOB' "1. * .Drill Bil . T · C. . DRAG

SAMPLER: 1.-'' -s-rf\.NOf:::I'Z-1? -set 1T -=:,eooN D!l• 7- ~H>'l I

.~ s ] -~ -:=:::; s~o

HL-

111-\

Ht,

HH

I '·• ..

. ~ , ...

DESCRIPTION

.: !:!:. oE ·0.

E..L.E.Y·• IO e,'!. * ,..,.!i

'' . 'P~' FF I KlDDI~~. BR~~tJ . . . LAYEY SILT. ..... 1 . _

. _._< ': ':. -\-:

VERY :srlFF,. . .. . . . !)-= BROWN, CLAYEY .~/LT ; ~

....... -·· I -

,· •"

;,....

. 'ri:io....:...

. 5TIFF TO VER'l SfiFF. I : .... -

.. 1 Jl

DARK GRA't~·BROWN <SILTY CLA'/ . w/ ~·.

. DECOMFO~ED .. KOC.l( .. , '· .~ . .. '10 . I .·

:we~:o~=~-,eo¢A~t~~~-:_~;z;~.?.·:~.:.j· !. :

·: i I,

;. !

I

·i

'· .....

'.··

.•,

;

., . ' . , _,·,

-:·., ; ...... .-

... : . • r ~ '.

,,,··,

... _,·,,,

.·I·: ~~l-E..Vt..TION Ehill-l~ie'-D .. · F~OM C.ONTO~fl. _MA.P .

I

. !

·. i

·,,

~ K

1.

~ ~ & ~I .!j..: .V

g. - '-! ~ .. .. ... ·- ;I. "' 3:- ::§

jj E,.;

A-?)::P-J .:±~:~: L.25 ...

~. :g .!3 ~~ ..! ..: o-:~ c: . t-,:c . ~~..011)~ :> ..:

PENETRATION DATA

STt>.)o.IOP.r~D '1.! O·D· pe..N~i~l>.TIOH il-liN WAL.l.. I .• 'Te.-~:>i . 'TU6E. ~MF\.e.R

Blows Por Foot · ~L.OW~jo.r;.' 0 10 20 30 >40

··I/VU

Z]Z171717l·~?t. ... ~1114?.1 a.1 ....... 1·-~o·· -v -~ .. :.~.... .:..J .

I

17171/1

~ A~~ J .. ;_.--.1-·A -~--~ 1 ... -;;; .. '·1--·-··1 .. ···--· tzjz .. . '.l~.'ti1---:-- --~ ·- -~-;---- -~- ----·-:--·

I

' ill.

~l ~ 1· I ·1·· I: . . . ' . ·. . . '• . .

' . 4"?- - ::.:~= -~.35·: :::::~.=: =:-I:-:=::. .. :.:.::::. tzlz] .I j I , .

:.1 ',.

.

~

Page 63: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

'··e WALTER LUM ASSOCIATES[] 3030 WA_IA_l_AE AVENUE • HONOlULU,. HAWAII 96816 •

Boring Log BORING NO. 44 Sheer No. I of _...:..I __

PROJECT WAIAU DE..VSLOPME.NT .:..UNIT 1 Drill~r WAI-1S.R LUM /:>.f:hO~. Dote .!lJL'< '?I, l'=il.oCj

. LOCATION· WAjAU 1 E,WJ.,. t"JAUrl U 1\\1 I A.\ I .. e I -t···~ I ro~n-.. Fiold Pirty MAU? LEE. h M Of-l..\ Typo of Boring AU~ER (n~~Jlk\fe\N) Diom. _ __...;;;3:=.-"----

IMK: j~e-oz:~ EI '2/1

1

t * ev. --_:;;~.:.....:=----- Dotum --

HAMMER: Drill 8.11 T. C. DRAG Weight I±Q"" Drop··

~I"\ II WI L

... I NbT "'-' • er eve ... ~--J .... o..,r..,IC...,.&;;.:,O~I;-~-tl----1~--.-l-1 ---

SAMPLER: 2 11 ST~NDARQ SPLIT 5FOON D1te 7-3\-{.,'{ Tlmo--~~-~~------t-----t------j:-------

c .2. 0

.... ~ ~:::] :5J:v

(HL)

(HL.)

~

D.ESCRIPTION

E.L.E.V ... '2.17 I i. * 1"\

~ ... ..

-E a. a. E ~ ~

~TIFF l REDDISW BROWN I ·_ = -. CLA'tE'/ 51 LT ·.·.

......

.. STIFF TO VERY 5TlFF _ · . REDDIS~ BROWN . . . · CLA'/EY 51l:T

~~

., :lY1

~}#i ~

0 .I & z c " ~u! .U a. u ~ e u~ ·-'#. Jl ~ ~

·t .. 0 c

.. v ~,._ i ~ ...: ~ -0 ~ ~ "'i.i ".,; 1-_c.,; ~~ ~ ~ ..o<n ~

Q :;) .!3

PENETRATION DATA

S'fAI-IDt>-RD '1.! 1 0·D· f'E..HE:..TRATIOI-4 TI-IIN WAl..I.-T~"f. 'TU6e:. ~MPI..e.R

Blow• Per Foot ~l..OW~jo.::.' 0 10 20 30 40

44:.A.I -' .. -~-1-zl-1 - _.:~ _I_::._ .lZJZ

I·'

~44·&1 ~ I i~-~ "~ ~-": I.e:. IZI/ IZJ2l

:e lo1L) VERY 5TlFF I MOTTLED: I .. BROWN.CLAYEY ~ILT . -j

I · w/DECOMP05ED ROCK LL..j + ~

' ~.

(HH)

.. 'e.

-~.

--. . . -1

. VERY STIFF, DARK • ·~-. :· BROWN, 51LT1 CLA'l. . _ · w/ DECOMFOSED .. ROCK

,· . . .· -'... ':/ .:· .... ~

i

. · .l~e·~Qf~~6Q~lG~_.@ ;zQ~.· ··/, ..

::_ ., ,'·!.

·;.:· '·'·

. _ .......... .

"'~t:.E-VA.TI ON e,.<;,jJ ~.~.:Tf:.O Fr<.oM C..ONTOU~ MAP

. ~ ,.

1'2.0.

.. · ......

-

I .i

'I

;. I

~

4A·c.j··~.: I 3.5 I .L.I ··. ·I::~:· v 17 1717

A. A 1'"ll ...... ,. '2.5·. "'{M'.:t(.l _ _;_:: .. ~·.: --~1: -·- IZIZIZI/1

.,.

hill ·~44-~ " 33 ) ·c ·' IZ IZ V V ~ -~~ -- -l

'; ; :

Page 64: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

..

"'' -...~ ...... ~~\'.VH'~ft,o,.a~.--·:.n~·~·..,..Mr:-,~i...,~ ..... \,lt~' .. ;.-•• ·y~;--;;;:..,.-~....,_,.,~; •"•'• ~·;,;..,, ~:·•';•~· '.;.,.w•¥-~~r.,·~----,...... .. ~~"11--!1 ..... ---~ ... ----...-..... __,..~,._,_,_#•,...•-.-·-• ,.__.., ___ ,.._,_...,._, .-.,.,.-.-

\'

-·\VAL TER LU.V\ ASSOC~A TES 0 :.o~O WAIALAE AVCNU£ • HONOLULU, HAWAII '.16016 •

j. ! .

Boring Log· UORiNO NO. 41) Sh .. l No. I of ' · .j

PROJECT \v;~I.:..\U Dt:..VLLOPME . .NT- UNlT 1 · 0,; 11 ~, WAl-TS,F.. LUM t.'Y":>oc.. 0.,. A.U(-,U'ST I, 1'3w3

LOCATION \I./AI ~'u I C-\vA I oc.~u, I-lAW.&! 1 3" 'Tl-H<.: :1- B-oa·.~ Daoum --

HAMMER: • Weight \40ft.. uru1 "" Drop :o II -:w:::.,:::.,-:-L::o.v_:-.,-No~t-.JfiY-~[r-,-o--r! ----rj __ _;.1_.;.__,....1------

SAMPLER: 2. STANDARD_ 'SPLIT 5FOON ::: B~ 1~4 I I l I

.~ .s "" ~ .! ·;;

O£$CIUPTION G. -E fr

~

1 ti 0 ~ z ~ 0

."!. ~..; -~ ~ "~ ~ fll,

~ I PENETRATION DATA o :! '5i't.)..l0t.l;.:.D "~· o.o.

V • :;! ~ i"~KC"j'~'-AiiOH il-l IN WAL..L.. ~..; ~:!..; iE-~i . iU6E:.. :::>AI",?'-"' u ~ ..0~ ~ l:llow• Por Fool ~~.,;ow::.jo.;;.' ~ .! 0 10 :zo ~0 40 . .

~j it:'..:

Q

I

~J8 • Jl ~ ~ ;§ I f;.L.,.\;;..V•1J ,t.. ::;)1./), :r.. .,c-_ <l Q ..., II> .... ... ... - ... - ·~-. -- '

... ' ' 111 11n 1 1 r 1 1 n . 1 • , , L 1 ' ?.// ... :I ·;..;',

. '

(t1l.)

. , .

· .. · ·. (ML>

:

(Ml)

. •, ·.

·:· ...

.''·

i I -_. _.

i

·' •

. VER'/ STJFf · .· · · • : REDDISH BROWN : _ CLA YEt SILT .... · : . ~ . · ... '

.'·!

:I ·I '

I .

' '

.;_ ·. oTIFF BROWt-J :.<:: CLAYE'l SILT W/ ._ !:·. -·. i DECOMF05ED ROCK . _:'; .. ' i . .

". BROWN,GLA'IE'I -?JLT-: : DECOMPOSED ROCK

. ! .

ROCK BOULDER.···· · :E.~,~17 __ oF_ eo!Zt"Jc" @ 1a .o•. ·v .,

,.-'··

·.

.;. ,•, i-

.· .111 _, ·:

·'

• · ' ,.-~t..E:VATION EU.'TII"'Ai~O .... F:~qj{j:.C?I'I~"l:.I?Y~. 1-ii+.i"' ~-~~-

.,

I I

1 -·r

;

--~~~-~t·:_;

:'30 1.~::'.

···.·

' I I .

'

.. :':----I -- - - -v v Vl

'· ',i'

Page 65: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

WALTER. LUM ASSOCiATES D

: e · Boring Log

.. ~0:10 WAIALAE AVCNUE • HONOLULU, HAWAII 96011. •

UORING NO. 4-Co Shear No. I . :.of _ __;..I --

PROJECT \v;~l;\U Dt:~Vt..i OPME..NT-UNIT 1 Orill~r WAL.1E..r<. LUM /:>.~;,oc,, Oore /..UC.::-.u"',I 't., tct<.;9

.. I

I

lOCATION \v..\l•\U, S\o.JA~ Of.~IU, ~AW.b.ll

"Tl-\1(: , - ~-02.1,«~

HAMMER:

.3:..__ ·-· Elav, Datum

Drill Gil /. C 1 DRi\($

. Weight 140 ~

prop ~~~ ..

SAMPLER: 2'' · STA~DL\RD 5PLIT .-- Water L; .• :N::·; I

5FQQI-J __ . Dole - - ~ l -~ ..: ...

· - · · t ~ ?i't.!-JDt.r<D '7.' O·D· :£ . ~ g . .. . v ::... f'"--1'\G.I"-ATIOI'o! il-l IN WAL..L-

IJ ~. !.::; -[ DUCRIPTION -E n. E

~~5 E.L.E.V·• 24 7' t ~ .!: Jl

.

1

·peNETRATION DATA

.::. o ..; ~ ~ ..; '"'c' ..: ,_<i ~..: iE-'!':>i -rue.e;.. ~A:--,p,.e.r< q. v - Qv vi ..c:.ii E ~ 0: ·~ ;r! ~ 0: ~ ... .till)... lllow• Pel Fool ~I..OW~ I o.r;.'

.ill ;!: . ~ Q ;) .! 0 10 20 30 -'0 .

., . --CnU · · 'VER'i 5TIFF, REI?!7J?W .

~· _··.I ·: . . < BROWN, CLAYEY~JLT --I ..

tw·-~ 1 - 1 zo 1- 1 :. · - r r 12 1

7 0

1 [;("' · I I , I I I I I · I I ! .'

vt' c;_

• (Ht) I ·. .STIFF, REt/PI.l;~ BROVVN. -· · ·: CLAYEY SILT -

-i

; .-(t1L) ,.: . l5TJFF, BROWN ·.. _ ~

:_ :. : CLAYEY .'SILT .... " I , I • • . ·. ! -...

(M H) I VER'/ 5 TIFF: DARK -:. I. BROWN, CLA'tE'I:SILT. -1'

~~....:... . ' ... .. -

• . I

lMH) ·VERI STIFF, BR9WN:._,.__ . = . . _ .. GRA'/, CLAYE'f. 51LT_

_.··.

Et...ID. OF. BORING ('b-ZI' __ ::· ·

. . ,,

,,. -.. ~ ..

"'" ~L-'"-VATI ON ~11.,_..6-i'I!.O FT<.OH C.O~jOU"" MA.P

-122--

-

~ -'"-sl - !41 I -. h I :: 1Z

m11 .· ~ · ~4·:(. - 38 - ,:_ _: .. r. . . I :.. • .

It,! . I 4C,~DI . -;,: ·I 3~ ,. '-..;···;·!•'·.::. .... , ... ~ ~·· 1/l/li:J. I .. ! . • .. . ... . .... -...... ········ B

I

.. rnll4t.r~1 ~.-~ .14'1 •-I,- ·-··~-!ZJL

....

.·.

I

I

Page 66: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

I \\'ALTER LU,\A ASSOC~ATES 0 :10~0 WAIALA( AVCNUE • HONOLULU, HAWAII 9l.lll(, •

_el· Boring, Log P~OJECT\ \,./,).l;\U DCVLLOPME..NT -UNIT' ·1

LIORING NO. 4·1 Snoot No. I of _ __:1 __

Orill~r WAl-1SR LUM P.':hOC., Oato (>.tJ6CY. .• J 7~, \C\(r.-3,

LOCATION \I./.\: ,\t), C\vl\, 0/-.l-\U, .1-\AWJ-..ll fiold Patty K_A.I'-.U , o=, !-\ 1 ~0 "il-H(: 5~B~oz~ :~ Typo o' Doting AUGER.(H~@ft'iA14)o;am. __ ..;:3;_" __ ......_..-....

24U,' '!' -llo· HAMMER: · Elov. - O•tum -

Weight 140 ~~ WOrllll '[lilt Tl -~~~RAGI I I I Drop 30 • • :.v• \..lor,rs"

SAMPLER' "-'' MAN OM 0 '' PLI I ''roo N ~:: ~--;. &< , 1

~ c: ~ .. 0 c:

PENETRATION DATA

Si"A)..IDJ•l"-D Ill-' o.o.

\. ' I {.

I

i I

I

.§ ~ OE$CRIPTION , .

~ } ,; ;:

~

c 0 0...; u

u .: ~..: .:: .. ~

V· :;!._ ~...: --=·~. o·~ ~

g 1.{ 8 vi o-:.c vi

PC..KCj;,t>.TION !' 'T~IN WA.\..\.. ,-e;: .... ;:,j 1ue.:;.. :;.AI"'oPI-e.r<. lllowa Pot fool l ~\..OW:>jo.r;;,' ~~~

:§S\u

(HL) I

' .(HH) I

e

.. (f1Hj

(MH)

--

E..\-CY·" '24G It -¥-'

STIFF. REDDISW BROWN CLA.YE'i . Sl LT

5TIFr, DARK BROW~~ · C.LA 'i E'/ SILT .....

-!i n. 0 Jl

"" -

-"'-

-.--STIFF · BROWN .. "'··.· .. CLA1EY .SILT.:>· . ::·:'~~ .. -I

--1!.2-..

-VER'/ 5 Tl FF I BROWN :: ~·:·o: . =

CLA 'iEY S!Lf wJ· :.. . :. -l . DECO_MfOSED_.ROCK_:-..:·:: ~~~ .. ' ..

......

---

--·VERY" STIFF. DARK ._ 'lo-

> .·. BROW~ 5lLTi· .. CLA'i ~ . · t DECOn PO& ED Rtt. K : ~ . - ,....

-i-

. '"~ END OF BORING (6) ?..[p' -

~· .

;!: ~ 1:'"' ~"'.0.,"' Q => ~ 0 lO 20 30 40 ·

g-Jl

: '141-A I - 1'1~ ' -

.I: l),<

,',•

I4H~ i :J 47. I -

•' I.

rnli 141-C.I· ::: .. c-~ 15 . -ltJ. -II 'I ~ ~: I,

dlil4i:D ~-:~ 144 . -'

.

~iZ

-lZ

_:- .. L.:.-lZJ2l

:: .I -H~ •tz 17 V1

rni•'

b · ~H ~ 43ul:: 1-I.CVV IZU I ~··. .

J1· ' ... .I .

H]I4-1{F. · · · · ····· .:~:..:~x,.::--,...:.~ rz::iZ !'}"lo.~' · .;

· ~ Ef...e.v,A:ncn·-l Eh1'11·-'~ATc:.;o . FR OH ... ~t'.T.;O~~ ~:\!"... I I I . 1.- ..... I ·-·" I . . I I I I I j ......

·,-''

. \'·

··-:

Page 67: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

I I

e

·.e

e

- , ,, ~· • <. __.,. • • '.I ,~ ... ,, ... ,. ............ ,,. ..

VVAl1iER lU;'vi ASSOCUAYES [j

----···· . I ~030 WAIALAt AVCNU£ • HONOLULU, HAWAII 9G0l6 •

·Boring· Log UORING NO. 48 Shout No. I of

PROJECT \'../;.\1.1\U Dt-:-VE-LOi-·t··F::.;-._rr.:..UNl- 1 Driller W.O.L-1C:.R LUM A?L:>Oc..: Dote. A\JC;\J~T 1"1, l'llo1

LOCATION \'-.t~\;/'l.l. C\,l:\. O,A.\IU, f~/\\·./,\.11 · Fiold P•r•v MAKAULI\. MAU, LEE. A 1)/'·ER I \1Dl?.·1Lf- \ ':l.. ..

'T:-H<.: 'I~ 8 ~ 0 2.: ~ J Typo .:>1 !loring 1-\l U' \...t1\f..IUfpJMl/ Oiom. __ ;_;;;;....._._ __ _

HAMi\·\ER: Eluv. '2 7 0' :t. * ' .i Drill Bit T. (.. DRA(j

Corum --

Weight I k

Drop 0 '' . Timo

SAMPLER: '2.'' 1zTt\NDARD ~I:::'L\T 1-;POO\-.J Doto__,...6-~'l---t."J--+-,

" . 2 R

~;:~ c '"­~"'u

(ML.)

:(t1L)

(t1H)

\.

!!:. CfSCRIPTION .c

0:. Q , .... E..L . .'E.V." Z.70 :t. * -r

-l

-· . ·~ .. "STIFF. . . · ·. REDDI?l-1. BROWN

. CLAYEY . i;>ILT .. _ :;, -

.-I

STIFF .TO VERY 5TIFF:- -REDDI?H BROWN .. ·.··. ~· CLAYE."'. SILT .· .... - -1

. -

J IS.~

STIFF TO VERY 5TIFF, _,

.13ROWN ,·. _ __ ... ?IL.T/ CLA /. · ••

--

·~

-

~· a. ~ "'

·I'

END OF BORING~) 2!.5' ._.r --·

..

I.

I 1': ~Lt:...VATI v\-J E.-c;i.l HI-i".:..;:.. Y"ICCI'-1 '--O.,_."r,'"J•.t\1,, t..'JI .• /~

0 :;::

" 0: E ~

~ ;: c 0 0 u.; u

u .: ~..: .~ -~ ~ ~0

... c • ~u.,

""! i!:""

Q

~ " 0 c u "' >~ ....;~O~.L

~ ~·=~~ ;;) ..::

PENETRATION DATA

S>ltl-NDJ:>.l'-D '1..'' o.o. PE..KE:'il.ZATION II-IlN Wl>.t..L.-i"E-::':>! 1'LJ6E:. :?AMP\...e:-1<.

Slow• Por Foot 12;>\..0W~ I o.::,• 0 10 20 30 40

~\r! 4-6·Al . - I tztz.l ~ ·: 1·. ~- I - ~. L/"JZ!l

. I

I~~ ' 4-e- - I ~1) " " I c

I .

I '

!

~~'tfl-c.i "-1 4-0 . -

II

~~: 1

1.11 #·D! - I :3C. • -I .. I , \

j'HJI; j[ l4s·.r:-i · :_.-- I 4o I ·- --, ·-~ . .. ---~·-· I I

I

-~a

--IZV VllrPJ

... -.aTV

I

'\

Page 68: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

... ,.o[ ;.,! .,.;-~_,.:.\:.'.,'..:.~-: •• -~o,..~~...;..;.-~ .. --lh. .... ~--·---~-. --:..---..--............... _,-~o.O.·--.... .u..........- - ....... ------··--·----~~- -~ . ·- 'F~---

e ..

e

e

?:

· :W.&J~U OEYELOf'ME.NT- UNIJ T.

TABLE I'L - SUMMARY OF LABORATORY TEST RESULTS

BORING NO. SAMPLE NO. DEPTH BELOW SURFACE

A O.S '-I i

4 A 5

I':- '2,.5 5 1• (0.5 I

-~:~--~~~~- ::~:~_:i~~~~~~~-~ "'_:-:~:.:: ... -·· ... ,.:.:.: .. :=~~ TAN ...... L~~:_:-::~;_:·:·.~~~:-.... ~ . DESCRIPTION

GRADING ANALYSIS (% Passing)

S-ieve 1" ~" 1/:4 1110 1/:20 ifo40 #100" 1F200

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

Dilatancy Toughness

·Dry Strength

UNIFIED SOIL CLASSIFICATION

SPECIFIC GRAVITY

. EXPANSION AND CBR TESTS (Surcharge-51 P.S.F.) Molding l'lois ture Content,'"'% Molding Dry Density, P. C. F •. Swell upon saturation, % CBR at 0.1" Penetration

. COMPACl'ION TEST

. (AASHO T-180-57 Method ) ··Dry to Wet or Wet to Dry Max. Dry Density· '(P.C.F.) Optimum Moisture (%) .

cL"''I'S'f w:r --~:.. 9 e,'!E'' 51LJ .. :~:~. - -- ...... · ·:.--ct.AYE'f s,.__.J --:-:::~-- --- .... -

100 jj2. I :Ll..L ~ tf (c. 0 C) s '3 ~ ~

1.j !(.,

N ~-ru rz .c.t.. 4::; '2fi L]

ME.DI U!f\ QUtCK.

M'Billl)¥\ M"E.DIUIY'\ $\.\ GH! · M'li:D, S kl GtlY.. ,\{If!? .

~

12 .j 0

~ 101.&

6.3 '2.5 .0

A

ML

-----·--

l?R'f TO WET ·---1 04. 0 . --...,...­

. '2 3 ._&

Nl.\"TURAL 4-1. 31

GUICK

Stl G\:!1;-W\El). SLiGt!T-MfO.

M.L-

,. l

WALTER LUM ASSOCIATES j CML. STRUCTURAL, SOILS ENGINEERS f.~

,r

Page 69: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

e

--

.e

.. ~ \NAr~;u- DE-VELOPMENJ ;. UN-IT

·"·-......· TABLE I..£_ - SUMMARY OF LABORATORY TEST RESULTS

BORING NO. ·SAMPLE NO. · DEPTH 'BELOW SURFACE .·

~ Qs'· 1'

I ~

:7'· c... s'

II 16 ___lQ c A ___f2

\0'- '\1.51 .os'- t' '5'-(t.. S I

·· ·:-R~DP\~H~: .. ::: :LiG~T--- - ·- r<.GRA'I- :. 'RE:DDl~~" tv\OTTL'SO .. ___ . . .. .. .. . cDDI5}\

DESCRIPTION

GRADING ANALYSIS ('?o Passing)

Sieve · 1'·' ~II

iff4 iffolO

' {f20

1140 ifflOO

{f200

· ATTERBERG LlMITS Air Dried or Natural

· Liquid Limit Plastic Limit Plasticity Index

Dilatancy .Toughness Dry Strength

UNIFIED SOIL CLASSIFICATION

SPECIFIC GRAVITY

EXPANSION. AND CBR TESTS (Surcharge-51 P.S.F.)

· Molding £-Io.is ture Con tent, ·~o Molding Dry Density, P.C.F. Swell upon satur.9,tion, % CBR at 0.1 11 Penetration

COMPACTION TE-ST (AASHO T-180-.5 7 Method_ .. _) Dry to v1e t or .Wet to Pry Max. Dry Density· (P.C.F.) Optimum Moisture (%) ·

~R,0\"1\'-\ . :~~: .. ~---~-'D"O'N ('\ _ .• E>ROWN _ -_- F->ROWN ... -~ ... ·--R'EOOISI-I''e!<C~ S\1..-\Lf CLA'f .......... C\..P·'('Elf S!LT:::::_c.Lc.'f"E\1 StL-T:::::_w::,'ft-'1 ~11-I :.~~CLc.'j'§'f 51LT--

joo I o D

Cj '1. J :lj-~ ~C!.O

~ !2·0 ~ ?;.1. ~PUL ..

t:!P.I!JRAL.

:1:3 '2.f:2

'21

~;)~Q-IU~ ~E0\1.1~

SLIGHT-MER

ML

12..~

'1.~.!

Loo.1. \.1

I '2.3

!::. cy:..r row-er

\0\.5 1.._1:; (<,

[00

I oo -cpf,4-

'18. 0 js.Co 4?.).q q ,, j

___jj.'l.

NA'TIJ~ ~\... NPiT!JR.AL · NAIU e.AL- .l:lfill.LR.A.l ss 52 4q ----..2..1 4-o 2'- ?>\ 3G IS 11- IB 15

t:::JS. D It) M QUICK-ME-D. GUICK Gl U\ CK

<3UGHT-M8:>· S!.!G~T- Me2D. SL!GI-1\-MED, 'S\..\GH-r:-rv\~0 1 $"ll Gf.\I·flllf.D.

MI--l

Sb!iaiT-MfD. ~UGHT-MfD,

Ml-\ N\t-

'2- ·~~

"1.-?.e, '\4-.~

'2."2..

1! . .:2

{:;..

PR-1 To \'~ET lo~. o "1..4-,S'"

til\!-\

WALTER LUM ASSOCIATI!:S !f'il CML, STRUCTURAL, S.OILS ENGINEERS ~~

Page 70: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

e

e

••

\

\ ~-INA 10\U. 0 €-V 'E.-LOf'lv\ "t:..N 1 -.. U NIT 1. ------· ---~--- ..

TABLE. I C- - SUMMARY OF LABORATORY TEST RESULTS

BORING NO. SAMPLE NO. DEPTH BELOW SURFACE

1.J . .? :2,5 ?Jl c. {e~rxot'll) ____ _ p... B

to'~ t\.5' !'-~'-· 5 '.c;..s ~-·* --·- -· ··--- -----

: REDD1'-H• .... ···--··- ·--- Rt:DOISI-\- ·········· · .. -:. ··_· R-eDOISI.l.· ~ ·.·•

DESCRIPTION ·.-· .... BROWI-l~C.RA't. ···- - .. ·····-:- F:iRO'NN. --:·-::: ..... -~::::-:·_·:::::~::.'E'>~O~V'ItL. :.:·.·~ .

. GRADING ANALYSIS ('/'o Passing) · S-ieve

1" ~II

1f4 #10 1J:20 1f40 1f100 ¥F200

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

Dilatancy Toughness Dry Strength

UNIFIED SOIL CLASSIFICATION

SPECIFIC GRAVITY ~~·.

EXPANSION AND CBR TESTS (Surcharge~Sl P.S.F.) Molding £-10isture Content,·"% Molding Dry Density, P. C. F ... Swell upon saturation, 'Yo. GBR at 0.1" Penetr~tion

COMPACT ION TEST · (c\ASHO T-180-57 Method ___ . ) Dry to v!et ·or Wet to Dry Max. Dry Density' (P.C.F.). Optimum Moisture (%)

CL.AYE'f ttl LT... -----·····-·····-:cct:'{f'f'£1q:: . ·-· .. Ct::\~'E.'f.$1\.2:\

N~JURAL­&?; 3:J. '2.4-

M'6DI U t-.1\ ~A£0\ U IV\ SLIGiHT·M'EO

MI-l

NI>-.\UR~L.-

4-l . ~ l..J....,;_

M'SpiU~/\

. S'U<:;;f\1-W\Eb.

S !,.I~T-1•'\EO

tv\L--

'Lfo .I· "!B.I

0.1: 15,0

A . DR-f "W 'Ncr .

tlB.4 '2& ,'7- ..

NATll RC>L-

__4.2 __ 3_1

!'2

~ S LI(O·I-IT-11\(0 ..

SUG!-\T-M$0.

ML

WALTER LUM ASSOCIATES

CML, STRUCWRAL; SOILS ENGINEERS

Page 71: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

a ..

e

·e

.-_\NAI AU . DtYE.LDP!v'IEN\~. UNIT I-

TABLE I:JL -. SUMMARY OF LABORATORY TEST RESl]LTS

BORING NO. SAMPLE NO. DEPTH BELOW SURFACE

:1:2 A

'\I_ '2. I.

.d.3 b

?-'- G.S

. 43 1:2 43 G D e:

10'-11.51 \S~ IC...S' '20'-'li.S' D~RK. . ·:·_-:· 0'-lf<K. _

.... RC..DDt<:H -: . .' -~-=:~::.. . . .... :· :· .. ·. lv\OTTL.'E.D . :.· GRA1·13RoWN .. GRA~ · BRoVJt"\ .... 5ROViN :·~·.:~.:5ROIN\i ....... ··;::,R.O'I'lt--1 .. · . SIL-T'f Gl..A'f' ... :-'Slt.Tv C.t_A'f

DESCRIPTION ·qrt(F~ ·r rq -:.::::_~C,ll>.'fF/1. SILJ~~~CL.A'j"t:lf. $11;:f"-_:.~w/Df;LDrl'lf'. ----:::::w/p~m M P ~-. RO~K ~

. GRADING ANALYSIS (% Passing)

Sieve· 1" ~II

{f4

{flO

41=20 :lfo40 ¥/100 ifo200

ATTERBERG LIMITS .. Air Dried or Natu:ral . Liquid Limit Plastic Limit· Plasticity Index

Dilatancy Toughness Dry Strength

.. UNIFIED SOIL CLASSIFICATION

·SPECIFIC GRAVITY

EXPANSION AND CBR TE;STS (Surcharge-51 P.S.F.)

100 100 i:1:l i:L.j j<1.1 '19 .'2. '1f2.S jf.,, I

!::::! t:-.I u R. t:\1..-

44 '2.1

11

Gl U IC.K..

MEJ::I~I~

~LI!IZIU-IV'I!;D.

lV'\L

'L.Bj

Molding .Hois ture Content,·"'% '2 3.4 Molding Dry Density, P. C. F. .. I o 1, &

·. Swell upon saturation, % o, q CBR at 0.1" Penetration 11,'1..

.. COMPACTION TEST (AASHO T.:.lS0-57 1-lethod_) · Dry to.Wet or Wet to Dry

. Max. Dry Density· (P .-c. F.) Optimum Moisture (%) >I

A WET To orz.y

\03,S.

~

. NI\'TURt\l

;?l 34

-0

.QUICK

SLiwHT·IV\~0

SLIGI-IJ· MfO •

t-1\ 1::\ .

NCU:URAL-

4-EJ 3G 1'2

MEDIUM

tv\C:l)tUM

<;LiGH!·M~Q.

IV\ I..-

NAJU_RPIL-

__:1.1 _2j

35

~LOW

ti:J'E-DII,!~

.JLl.FD\UM

w..ri.

NATURAL. .

-10

?C: -:::,+

"-".LO'A'

N\eO. ·1-\lGH

M'E.fll LIM

M:-\

WALTER LUM ASSOCIATES

CML, STRUCTURAL, SOILS ENGINEERS

~~--~------------~··'·'·~·-,--------------....;.-""-----------..:......----..1

Page 72: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

••

••

e

.... , .... --~~_.,_..._.....,...,.._........,.......,..,.."'.._.....~ .... :--;--.-""'" .. ~·=--~-.-------.... -.... .._...---._-··--~·------~~- ··---~- ~-·· -------

~-~-~-Wt:\1£:\U. DE.'/'Q ... OP~ABNT - UNii \

TABLF; I~ - SUMMARY OF LABORATORY~ TEST RESULTS

BORING NO. SA.'1PLE NO. DEPTH BELOW SURFACE

· DESCRIPTION

GRADING ANALYSIS (% Passing)

S·ieve 1"

~·· #4 1f10 4J:2o {fo!+O 4foloo

. ;/:200

ATTERBERG LIMITS Air Dried or Natural Liquid Limit P~astic Limit Plasticity Index

·Dilatancy Toughness Dry Strength

...

UNIFIED SOIL CLASSIFICATION

SPECIFIC GRAVITY

· . EXPANSION AND CBR TESTS (Surcharge-51 P.S.F.) Molding Noisture Content, 'io Molding Dry Density, P. C. F. Swell upon saturation, io CBR at O.i" Penetration.

COMPACTION TEST (AASHO T-180-57 Method ___ ) Dry to \-Jet or wet to Dry Max. Dry Density" · (P. C. F.) Optimum Moi~ture ~ (io)

46 A

I I-"'-' ~t::DOI $1-l· _ f'.:>ROWH

• CU\'1'6'( )tq

100 100 !OO "\9,Cj. :li.J "''!.'2. '1.1.9 .J0.8

N~IU!Z~\...

4S '2B l1

MEO\U I'll

MED!Urv\

)LIGHT"M'ffi .

M_L.-

'L.a~

'21.1 "11. 1.

o.?...

4.:£2

A . WET To Dr2'f

~ 'lS.j

WALTER LUM ASSOC·IATES

CML, ·STRUCTURAL, SOILS ENGINEERS

Page 73: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

-

e

e

JOB: . : _ W~ICIU OE\l'GLOPM'E:N\ • Ul'lt\

LOCATION:< w ~ 1 au, 12\NL'\ __ , DA·\-IU I 1-\ A\NA\1

80

70

.. v "A' LINErY -- .· v

60 L

X 50

.. (l)

'0 ~ -()

40 ..... ~ Ul·

.. ctl ..... 30 ~--

20

10

CH // - v I

' / v

CL L ··, 7 /.r,,.p..f

. - . A [I-~ .1- 1e.· 11-c -

' H' 'l( V-• is-e 1-- .-:-,.-,_~,_"< MH & H /_ .,...~,-~_

v· I--C-L--r.ML~--/--:71· ML

v 0 0 10 20 30 40 50 60 ' 70 80 90 100 110 120 130

Liquid Limit

PLASTICITY C H A R T

~~~~~-rt'.fDlCCITES · _BAG- ~Af'I\PL:e, -TSqe;p. TA \<._EN_-~_'_:~~~:..::.~ ::: -_=::~-~~::_· .:~.:-~_::~__:::::__-:~--

-.-_-~_-:::APJPIC..-a.lT':::-To:6oRIN._~:_No;. ___ -~ ... ~--- - --- -~~: __ _

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

Page 74: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

e

. •

·e '(

JOB: __ I,NA\ t-,t.J DE\IELOPMENI: - LlN\1 l

LOCATION: ·- WCIIC\U, ev--1£:-. •. OAI-\U, \-\A\J\1.1.\ll

80

70 -·

60 ..

CH ~0

X (1)

-g ..... 40 (.) ..... .u til (11

30 .... ~

. 20

10

/ v

CL / v····

..-43• .. !"~-£. ..

- v 4-5-A\1!/ ..-'Lb·C

43-L\ 'fi [74{\3S , .. !'"'4-:!>·B

~ft Ia_.. .- 4?·C V·

CL - Mi7 / ML

·-. -

10 20 . 30 40 so 60 70 80

Liquid Limit

PLASTICITY c·H A R T

*- .ll-\OiC~\~ B~G. SAMPLE-S .1"€$'\'~0 TAKeN CIO.lAC-'et'\\ ··co· : C:.ORI N G-- NO, . - -

'

"A I LINE i'Y v

/ v

v ./

90

I

MH & hH

100 110 120 130

WALTER LUM ASSOCIATES, INC. m CiVIL, STRUCTURAL, SOiLS ENGiNEERS m

Page 75: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

¥·;:--.;: ·-::-- ~_, .. - - •. ~. -~- - -~~-~~-· --·--:--·:;:-·--;-----~·';'"·--.-· --.--:::-··---- --~ ------;- ---; ;.:..:.; . . - -~---- ·.· ..• -~·--·--.. --. .

e

e. I

'e

BY

MOISTURE-DENSITY CURVE (AASHO T-180-57., METHOD.L) PROJECT: W~l t:>-U DC: \IE LOPl\1\E-NT - l)N\1 l· LOCATION: V\lt>. f C>U,. E\N~, OA~IU, .. HAWAII. "·

SAMPLE NO: \- A (C>,:;, '- I I) .·. SAMPLE DESCRIPTION:' REDDt~H-f:':>Ro\NH .. C.~C0'f6'{ }tv(· (ML-)

130 IO::i RC>MM ::.R

...

!~" DROP

'16 Bl.O\N~ r ER LA'jER

IS LA'{t1ZS'

120 Mot..r) .;,'-!.E. ; 4 '1 . Dl A IV\,

4.54" 1-\lG\-1

110 v1.EI(?.0 AIR \10 tOS C!IR'-IC' .. -

Sf'cCI' lC 0RAVIT'{ .f2. .'10

\ ..

u: c.) 100 a.: ->-t-(/)

z UJ 0

>- 90 Q: 0

MAY... DR'/ OEt 1<;1T'1 • l04.0 co ~ ·-

-0\\ ..

. .. r \\ ... '\· ,,, 1\. ..

~ \ c

~ ~ \ •·J \· .. II)

~ ~

. .,

~ I

0 :2

80

' ~·· ..

!

70 ..

. .

60 0 . 10 20 30

---

40 50 60

\))) . . · D.ATE ·B·J.0CJ

WATER . CONTENT (%) WALTER LUM ASSOCIATES, INC. n .. CIVIL, STRUCTURAL. SOILS ENGINEERS .. ~

Page 76: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

-

e

·a •

BY

MOISTURE-DENSITY CURVE (AASHO T-180-57, METHOD~) PROJECT: --· WAtt:-.U OE\reLOPM'E-NJ-UNIJ ,.

LOCATION:_-~- W/\1£\U. 'EWA DA\-I.U, 1-\A\"iAII

SAMPLE NO: ·····-· 1\-A (o~~··) -- .

130

120

110

u.: (.) 100 a.: ->-1-C/)

z IJJ. 0

>- 90 a::· ·a

80 '

70

60

~1.

SAMPLE DESCRIPTION: REODIS\-1- B\~OV'/N S'ILJ'l CLAt-/ ( t.I\L.) I

16"' RP.,Iv\N\cot:_ ...

I \3'' D!<:OP

'lt; 5LOW\ P ·R · LPI'!eR

5 L"'.~ef2.~

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4.sq" \-IIG~I

v 'lEI< 0 AH~ \10 IDS CUR \I Eo

. SPE Cl Fl C GRAV11 C( • 1., ~5" \ /

MAY.. DRj QC.~ '5\\'1· \0\.b f cf. (I\\

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0 10 20 --30 . -40

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· DATE· f- _&-CPj

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WALTER LUM ASSOCIATES, INC. m CIVIL, STRUCTURAL, SOILS ENGINEERS_ ~

Page 77: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

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MOISIURE-DENSITY CURVE (AASHO T-180-57, METHOD~) PROJECT:---- _·:.·::·:WAH\U-.. DS\/"SLOf'lv'\E,NT ·· \JNI\. T.. LOCATION: _· WA 11-":)U' E:W/4' OAl-\U ~I A 'N C.\\ : .

SAMPLE NO: ,. tB-A (o.s'-1') .

SAMPLE DESCRIPTION: · RED\)\~\:\- B~Ov\IN CL-l:>.'ffd.\.( ~ IL-T (M L)

130~~~--~~-------.--------~--------~------~--~----~ !10 ~r- Rt\ M M r:-fz I I I I I

\(;?'' ·DRoP

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4.stj" 1-\I.GH

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z IJJ 0

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WALTER LUM ASSOCIATES, INC. n . CIVIL: STRUCTURAL, SOILS ENGINEERS u

Page 78: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

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120

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MOISTURE-DENSITY CURVE (AASHO T-180-57, METHOD ... 6..) PROJECT:.: ... : .. · .... · \NAIAU Df ... \JELOPM"CNT- UNIJ LOCATION:- -·~: .~.:-· ''\A!AIC\U '"'S-\1'/A, OA\.\U,. I-lAWAII

SAMPLE NO: - . 35 -A U'- '2.')

SAMPLE DESCRIPTION: . REDO\~\-!- B~oVJN CL.A,yey S IL-J [Ml.,)

tO* R!:\ MME Q. ..

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DATE t'J-IS-Ct>"\

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

'"'-'·

Page 79: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

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MOISTURE-DENSITY CURVE (AASHO T~ 180-57, METHOD..6.) PROJECT: WA.lb..IJ 7U~PtV17lON UN\1-1 LOCATION: . \NAlC\U, "Ei\f\/C\ OC.I-\U, \-I~'NAI'

SAMPLE NO: 43-A U 1-'2-'}' ·. ''>

SAMPLE DESCRIPTION: ~etJt/!~1-\ t?tiOWN. L.LA.i t'{ '0lL} (MLJ .· 130

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DATE 0-4. -._U.4

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

I'

Page 80: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

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---

MOiSTURE-DENSITY CURVE (A~SHO T-180-57, METHOD.!_) PROJECT: W 1\\P-.. \J 7U~O\\/l7lON \j~\1- I LOCATION: W61AU 'E\NP. OAHU \-iAV'!A\1 ,.__ ' __ ., .

. SAMPLE NO: -45-c. ( t'-'2')

SAMPLE DESCRIPTION: (5t:tlt?l?fj tztzDV'IN CL.t\'\e} 7\LT (ML) 130

10~ (C.~MMC: !7 I --\...... ~· ... -·. -··

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10 BLOW? It 12. L.f:l. ~e\2. . - ..

7 l..P-.\t:.\( - - - . ...

12 MOLO 7ru: .. _· ... . ... - ... .. -

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WALTER LUM ASSOCIATES, INC. fi CIVIL, STRUCTURAL, SOILS ENGINEERS_ M

Page 81: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

.

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...

·.·e.

..•... ·

. ., .

.. ·,

-..·::::.·

GENERAL TESTING METHODS

EXPLORATORY BORINGS AND SAMPLING

Method for soil investigation and sampling by auger borings (Tentative)

Method for thin wall t:ube sampling of · soils (Tentative)

Method for penetration test and split· · barrel sampling of soils ·.(Tentative)

LABORATORY TESTING

Grading Analysis

Sieve analysis of fine and coarse aggregates

Amount of material finer than No. 200 sieve in aggregate

Atterberg Limits

Determining the liquid limit of soils ·Modified as fopows: Substitute

Casagrande grooving tool. Tests conducted.from natural moisture content unless noted otherwise.

Determining· the plastic limit of soils

Calculating the. plasticity inde~ of soils

Specific Gravity

Specific gravity of soils Modified as foll.ows: 500 ML Pycnometer

Expansion and CBR .Tests

Expansion test and California Bearing Ratio (CBR) .

Compaction Test

Moisture-De~sity :relations of soils using a 101/ rammer and an 18" drop

Unified Soil Classification

..

ASTM Designation: D 1452;,63T

ASTM Designation: D 1587-63T

ASTM Designation: D 1586-64.T · '.

•;''

AASHO Designation: T 27-60

AASHO Designation: T 11-60

AASHO Designation: T 89-60 ·· . .

AASiiO Designation: T 90-56 ...

AASHO Designation: T 91-54 ·

'~·

AASHO Designation: T 100-60

Section VIII - TM 5~530 ''Materials Testing" by Headquarters, Dept. of the Army

AASHO Designation:.T 180-57

Des.ignation E-3 from "Earth Ma:nual" by the. U~ited States .· Department of the Interior Bureau of Reclamation

,,

Page 82: e99od-03/). · To avoid capi1-lary moisture, the gravel should be greater than 1/4 in. in size. The subgradeshould be compacted and shaped to drain. The elevation of the subgrade

·-------·--- ··-·.

e LIMITATIONS

,'

In general, soil formations are commonly erratic and rarely unifonn or

·regular. The borings indicate the subsurface s.oil conditions encountered ' '

only at the drill holes where the borings were made. During construction,

should subsurface conditions much different from those in the borings

be observed, encountered, or otherwise indicated, we should be advised .. ·

immediately to review or reconsider our recommendations .in light of the ' ' '

new developments. The owner, architect, or engineer should make certain. ·.:.· .

.. that the recommendations are incorporated into the plans and are properly

c.arried .out dl,iring construction.:.· .;.::

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