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PARKLANE COUNTRY HOMES SOIL EXPLORA'I'ION REPOE-1'
WAIHEE, OAHU, HAWAII TAX MAP KEY: 4-7-06: 20
To: GRAY, RHEE AND ASSOCIATES, INC.
WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS I JANUARY 4, 1974 .t
. ~ MUNiCIPAL REFERENC~RECOROS CENTER
City & Cow~f Honoiulu C~ Hall Anrie~S S. King Street
Honolu!~awaii 9f1813
.. ~ ..
WALTER LUM
WALTER LUM ASSOCIATES, INC. CIVIL, STRUCTURAL, SOILS ENGINEERS I EDWARD WATANABE
EZRA KOIKE WALLACE WAKAHIRO
3030 WAIALAE AVE., HONOLULU, HAWAII 96816 • TEl.. 737·7931
GRAY, RHEE AND ASSOCIATES, INC. 116 South King Street, Suite 508 Honolulu, Hawaii 96813
Gentlemen:
Subject: Parklane Country Homes Soil Exploration Report (for site grading for residential development) Waihee, Oahu, Hawaii Tax Map Key: 4-7-06: 20
January 4, 1974
Transmitted herewith is our soil exploration report for site grading for residential development purposes for the proposed Parklane Country Homes at Waihee, Oahu, Hawaii.
This report includes a Boring Location Sketch, boring logs, laboratory test results, recommendations and limitations.
Respectfully submitted,
WALTER LUM ASSOCIATES, INC.
ByE~~ CM/EK:ms
C 0 N T E N T S --------
SCOPE OF EXPLORATION • . . , . " .. 1
FIELD EXPLORATION 1
LABORATORY TESTS • • 2
GEOLOGlC AND SOIL DESCRIPTIONS BY OTl:iERS • 2
SOIL CLASSIFICATION SYSTEM • • 3
GENERAL SITE CONDITIONS 3
INTERPRETATION OF SOIL CONDITIONS 4
DISCUSSION AND RECOMMENDATIONS • • • 5
PROPOSED SPECIFICATION FOR EARTHWORK
APPENDICES:
A. LOGS OF BORINGS AND PROBINGS
B. SUMMARY OF LABORATORY TEST RESULTS - Tables IA and IB
C. PLASTICITY CHART
D. LOAD-DEFLECTION AND TIME-CONSOLIDATION CURVES
E. CBR TEST
F. LOGS OF BORINGS FROM PROPOSED PD-HOUSING DATED MARCH 1, 1973
G. BORING LOCATION SKETCH
H. LIMITATIONS
PARKLANE COUNTRY HOMES SOIL EXPLORATION REfORT
WAIHEE, OAHU, HAWAII TAX MAP KEY: 4-7-06: 20
SCOPE OF EXPLORATION
The purpose of this exploration was to evaluate general soil conditions
for site grading for residential development for the proposed Parklane
Countty Homes at Waihee, Oahu, ijawaii.
This report includes field explorations, laboratory tests, general site
grading and foundation design recommendations and limitations.
fiELD E){PLQRATIO~
Seven exploratory borings and 27 probings were made at the site at the
approximate locations shown on the Boring Location Sketch. Borings were
made wi~h 3 and 4-in. diameter augers using finger type bits and drag
bits.
Soil samples were recovered with 2 and 3-in. diameter tbin-wall tubes and
a 2-in. standard split spoon sampler .driven with a 140-lb hammer falling
30 inches.
The probings were made with a 2-in. diameter blunt point attached to A-rods
and driven with a 140-lb hammer falling 30 inches.
Field vane shear tests were performed with a vane 2 in. in diameter and
4 in. long.
Also attached ate logs of borings and probings made for the soil
reconnaissance report, "Proposed Subdivision (10+ Acres)," dated December 4,
1970 and updated report, "Proposed PD-Housing Parklane Country Homes,"
dated Match 1, 1973.
LABORATOE,Y TESTS
Labqratory tests included: natural water contet).t and density, unconfined
compression, laboratory vane shear, Atterberg limit, grain-size analysis,
specific gravity, consolidation and CBR.
A summary of the laboratory test results is given in Tables IA and IB.
GEQLOGIC AND SOIL DESCRIPTIONS BY OTHERS
From a review of geologic literature and the U. S. Soil Conservation
Service maps of the area, the soils generally described by others are
as follows:
Stearns, H. T. and U. S. Geologic Survey, "Geologic and
Topographic Map of Island of Oahu," 1938:
Pa - consolidated deposits, chiefly older alluvium.
- 2 -
U. S. Soil Conservation Service, "Soil Survey of the Islands
of Kauai, Oahu, Maui, Molokai, and Lanai, State of ijawaii,"
August 1972:
Lolekaa silty clay, 3 to 8 percent slopes (LoB)
Unified Soil Classification - MH
Tropaquepts - (TR) poorly drained soils that are
periodically flooded by irrigation in order to
grow crops that thrive on water.
SOIL CLASSIFICATION SYSTEM
Soil samples were visually observed and subjected to appropriate tests
in the laboratory. Based on visual observations and laboratory tests,
the soil descriptions given on the boring logs are generally made in
accordance with the "Unified Soil Classification System."
GENERAL SITE CONDI'l'IQN_S
Site Location
The project site is located at the intersection of Waihee
Road and Ahilama Road in Waihee, Oahu, Hawaii. The Kahaluu
Elementary School is located east of the site.
At~,n~~J Rainfall
The average annual rainfall at the site varies from about
50 to 75 inches.
- 3 -
Topography
In general, about 2/3 of the site is low lying marsh land and
about 1/3 is higher ground or a terrace. The terrace is generally
located along Waihee Road and Ahilama Road.
The terrace area is covered with grass, brush, trees and boulders.
The low lying marsh area is covered with tall grass. Water was
noted at or near the surface in most of the marsh area.
The site is generally flat except at the boundary between the
terrace and marsh areas. Slopes up to about 2 horizontal to 1
vertical and as high as 30 ft were noted at the northwesterly corner
of the site.
An auwai crosses the northern portion of the site along Waihee
Road.
I_NTERI'R.E'l'ATION QF SQJL· CQNPI_TIONS
From the field e_xploration and laboratory test results, the soils
encountered in the borings may be generally approximated as follows:
Higher A-rea (Terrace)
Stiff clayey silts and silty clays (MH soils) with some
decomposed rock to 16.5 ft, the depths drilled.
- 4 -
Lower Area (Mar!;h)
A surface layer, 8 to 23 ft, of soft to loose organic
clays and silts with sands and gravels underlain by a
mixture of medium to stiff silty clays and clayey silts
with sands and gravels to 26 ft, the maximum depth drilled.
Water was noted in the lower area during the field exploration from the
ground surface to about 1 ft above the ground surface. Water was not noted
in the borings on the higher terrace area during the field explorations.
Variations to the above soil conditions are to be expected iz:t localized
areas. For more detailed descriptions of soils encountered in the borings,
refer to the boring logs.
DISCUSSION AND RECOMMENDATIONS
In general, the present plan is to cut portions of the higher terrace area
and fill most of the lower marsh area. Cuts up to about 4 ft and fills up
to about 10 ft are contemplated. Localized fills up to about 15 ft are
planned at the northwesterly access into the site.
In the areas underlain by soft deposits, the fills may settle from several
inches to 2 ft or more depending upon the thicknesses of the soft deposits
and weights of the fills.
Surface and subdrainage systems will be an important part of the site
grading design, particularly in the marshy areas.
- 5 -
Before the start of grading work, well defined drainage paths or ditches
should be cut thru the lower section to lower the water as much as
practicable.
Spring or s~epage zones, if encountered, should be located and drainage
adjustments made in the field.
After drainage of the site, site grading, particularly the construction of
fills, should be done as soon as practicable to allow settlements to occur
and allow the site to adjust to the new load conditions.
In the lower area, a fairly well-graded granular material should be used to
construct the lower portions of the fill to form a working platform.
General fills over the working platform and in the upper terrace areas
should be constructed with selected soils in thin, level compacted layers.
Settlement gages shou.ld be installed and periodic level readings taken to
monitor the progressive movements. Building construction should be delayed
as long as practicable and preferably until settlement gages indicate
minimal rates of settlements. In general, the fill should be allowed to
consolidate for about 6 months before building construction on top of the
fill.
If practicable, the site may be surcharged to accelerate settlements a1_1d
minimize future settlements.
- 6 -
A generous allowance for earthwork quantities should be made for the
removal of the surface grass and organic soils, and for the consolidation
of the soft layers.
Site Grading
Drainage of the site is important before site development.
Grading work should be done in accordance with the Revised
OrdiJ:l.arices of Honolulu, 1969 As Amended and as discussed
below.
Drainage of the site, particularly the lower area, may proceed
first by cutting trenches thru the marsh to allow a free flow
of water to the proposed ponds.
Vegetation and soft peaty mud should be removed and replaced
with granular material up to about 2 to 3 ft above water level
to forrii a working platform.
The open drainage ditches niay be replaced with perforated
subdrains backfilled with filter rock. The filter rock should
be well graded from 1-1/2 to 0 in. with greater than 90% passing
the l-in. sieve and with less than 10% passing the No. 200 sieve.
The granular material for the working platform should be fairly
well graded (6-in. minus sizes) with less than 15% passing the
No. 200 sieve for that portion passing the 1-1/2-in. sieve.
- 7 -
After placement, the working platform should be proofrolled
and soft spots that are detected should be excavated and
reconstructed.
To minimize heaves, fills over the lower area should be laid
down in thin lifts and at relatively slow rates.
Fills above the working platform and in the upper terrace area
may be constructed with selected borrow soils generally less than
6-in. size and with the plasticity index less than about 20.
The preliminary plans indicate a minimum of fill along the southerly
bo~ndary of the site. In general, fills should be placed to raise
the ground surface about 4 ft or more above the natural ground
water level.
In general, fills above the lvorking platform should be laid in
6-in. compacted layers to 90% of the maximum density determined
by the AASHO T-180-73I test method. In roadway areas, the top
2 ft of fill should be compacted to 95% of. the maximum density.
Fills should be constructed in approximately level layers
starting at the lower end and working upward. Where fills are
made on sloping areas steeper than about 5 horizontal to 1
vertical, the ground at the toe of the fill should be benched to
a generally level condition. As the fill is brought up it should
- 8 -
continually be keyed into stiff natural ground by cutting
steps into the slopes and compacting the fill into these
steps.
Slop~s
In general, cut and fill slopes of 2 horizontal to 1 vertical
or flatter should be used.
To minimize erosion, the runoff from rainstorms should be
diverted by berms or ditches away from slopes whenever
practicable.
The surface of fill slopes sl_lould be compacted by cat-tr~cking
or with a sheepsfoot roller.
Slope planting is recommended on cut and fill slopes to minimize
erosion.
For protection against erosion during construction, it is
recommended that runoff water from rainstorms be controlled by
berms or other approved methods.
- 9 -
Building Foundation
For light residential structures, several types of foundations may
be considered:
Post and beam COIJ.struct:i.on
Where the soft deposits are less than 10 ft thick and
construction is delayed sufficiently to allow much of
the settlemeiJ.t to take place, post and beam foundations
may be used on compacted fill or stiff natural ground
say at the westerly 1/3 of the site. Bearing values of
500 p.s.f. may be used on spread footings on the compacted
surface crust.
Similarly, spread footing foundations may be used for the
deeper soft deposits if the site can be surcharged and a
waiting period of about a year or more is feasible.
Slab on ground
For structures at the northeasterly corner of the site on
top of the terrace, slab-on-ground construction may be used
provided that the structures are not closer than 20 ft from
the tops of slopes and the strength of the soil increases
with depth.
Bearing values of 2000 p.s.f. may be used under spread
footing foundations.
- 10 -
Small pile foundations
Where the soft underlying deposits are greater
than 10 ft or where it is not practicable to wait
until surface settlements become nil after
consolidation of the underlying layers, small
diameter wood or pipe piles should be considered.
Four-inch diameter pipe piles may be considered
for pile foundations. The piles should generally
penetrate about 5 ft or more into firm ground below
the soft muck. Bearing values of about 5000 lbs
per pipe tttay be considered. Pile lengths will
probably vary from about 10 to 30 ft or more.
Foundation partly on terrace and partly over slopes
Soils along the tops of slopes tend to creep downhill.
For foundations within 20 ft of the top of the slope,
small pile foundations well tied together should be
considered.
Foundations partly on slop~s and partly on fills underlain by soft deposits··
Small pile foundations are recommended wherever the building
foundations will be partly on the toe of a slope and partly
on fill underlain by soft soils. The fou~dation piles should
- 11 -
be well tied together because of the downhill creep
of the soil~ at the toes of slope~.
10 x 10 pre~tressed concret~ piles
If the small piles recommended do not seem feasible
in some areas, particularly for the longer piles, 10
x 10 prestressed concrete piles may be used. The
piles should be driven with a hammer delivering about
9,000 ft-lbs of energy and driven to a penetration
resistance of about 50 blows per foot for the last 2
feet. Allowable bearing values of about 25 tons per
pile may be used.
Good surface drainage away from the foundations of ~he proposed
structures should be maintained and the site should be graded
to prevent the pending of water.
Sidewalks
Due to the consolidation of the soft layers in the marsh area,
sidewal].{s and walls may weave and require maintenance,
particularly where non-pile supported structures connect to
pile supported structures.
- 12 -·
Retaining Walls
For this site, it would be preferable to use flexible type
walls, such as crib walls, reinforced earth, gabions, etc.,
because of the anticipated differential settlements. In any
event, some maintenance of the walls should be antic"ipated.
Retaining walls over the soft ground should be designed with
care.
Walls partly over the upper terrace and partly over the filled
marsh should be desig~ed to tolerate some differential move-
ments, particularly along the transition areas from cut to fill.
The bottom of walls should generally rest on stiff natural
ground or compacted fill.. Soft or loose pockets at the
bottom of wall excavations should be re.moved and replaced with
select soils compacted in thin lifts.
Subdrains should be placed behind the walls below the footing
level and should be daylighted at low points.
Fairly well-graded granular material or selected granular
material should be used for backfilling against the wall.
,}
·'
.,. 13 -
Bearing values of about 2000 p.s.f. may be used for retaining
wall foundation~ resting on stiff natural ground or compacted
select fill. The bearing values may be somewhat increased
for the toe pressures.
(_
For lateral earth pressures, an equivalent fluid pressure of
about 45 p_.c.f. plus allowances for vehicular loads and sloping
backfill loads where applicable may be used. The center of
pressure should be considered to act somewh~t above the lower
third of the t-riangular fluid pressure diagram, assuming that
subdrainage and drainage of the backfill are provided.
Slopes above walls should be 2 horizontal to 1 vertical or
flatter.
Utilities
Underground utilities should be installed after the fills are
constructed. Utilities should be constructed with flexible
joints.
Gravity lines should generally be designed as steep as
practicable to allow for flow should sotile localized sags
occur.
- 14 .,.,
Roadways
Roadway pavement construction in the lower area should be
delayed until the settlement readings indicate minor rates
of settlement.
In general, for light automobile traffic and drained subgrade
conditions, an estimate of the roadway pavement thickness may
be as follows:
1. Wearing course - 2-in. asphaltic concrete.
2. Base course - 6-in. base course.
3. Subbase course - 6-in. select borrow.
4. Borrow - 6-in. borrow over a
prepared subgrade.
The need for a subbase and borrow will depend upon the materials
used to construct the fills at the site. This section of the
pavement will depend greatly on field conditions.
Local adjustments regarding subbase requirements c~n be made in
the field in accordance with the design standards of the City
and County of Honolulu as the various soil conditions are
encountered at subgrade levels.
- 15 -
It is recommended that subgrades be compacted and shaped to
drain. To avoid the ponding of water and softening of the
subgrade at low points, weep holes should be placed at subgrade
levels thru the walls of the catch basins which are placed in
these low areas.
Unforeseen Conditions
Because of the variability of soil deposits, site improvements,
designs and construction techniques, conditions may be encountered
that cannot be foreseen with even the most exhaustive studies of
site and project conditions. These unforeseen conditions should
be recognized when encountered and then evaluated so that the
designs or the cot1struction methods may be modified accordingly,
if necessary.
Unforeseen or undetected conditions such as soft spots, existing
utility trenches, structure foundations, voids or cavities,
boulders, expansive soil pockets or seepage water, etc., may occur
in localized areas and will have to be adjusted and corrected in,
the field as they a:t~. detected.
Site Regrading
After mass grading work is done and cuts and fills a:te made
according to the grading plans, regrading at some future date
should be avoided unless done under the guidance of a soils
engineer.
- 16 -
PROPOSED SPECIFICATION FOR EARTHWORK
PARKLANE COUNTRY HOMES
General Description
This item shall consist of clearing, grubbing, preparing of land to be
filled, excavating and filling of the land, spreading, compacting and testing
of the fill, and subsidiary work for grading the site.
Clearing, Grubbing and Preparing Areas to be Filled
Trenches shall be cut thru the marsh to the proposed ponds to allow for
drainage of tbe site.
Vegetation and soft peaty mud shall be removed and replaced with granular
material up to about 2 to 3 ft above the water !evel to form a working platform.
The trenches shall be replaced with perforated subdrains backfilled with
filter rock. The filter rock shall generally be well graded from 1-1/2 to 0-in.
with greater than 90% passing the l-in. sieve a~d less than 10% passing the
No. 200 sieve.
After placement, the working platform shall be proofrolled and soft spots
that are detected shall be excavated and reconstructed.
Fills shall be constructed in approximately level layers starting at the
lower end and working upward. Wh.ere fills are made on sloping areas steeper
than 5 horizontal to 1 vertical, the ground at the toe of the fill shall be
benched to a generally level condition. As the fill is brought up, it shall
continually be keyed into stiff natural ground by cutting steps into the slopes
and compacting the fill into these steps.
PS-1
£:" ......... .
Mate_r,:i,.tlls
Granular fill material for the working platform shall be fairly well graded,
generally less than 6-in. maximum size with less than 15% passing the No. 200
sieve for that portion passing the 1-1/2-in. sieve.
Fills above the working platform shall consist of select borrow soils
generally less than 6-in. size and with the plasticity index less than 20. ·The
soils shall contain no more than a trace of organic and deleterious matter.
Fill material placed in the top 2 ft of fills shall contain less
than 30% gravel.
Placing,_ Spt:e_ading and Compacting Fill Material
The selected fill materialshall be placed in level layers which,
when compacted, shall not· exceed 6 inches. Each layer shall be spread
evenly and blade-lllixed during the spreading to attain uniformity of
material and water content within each layer.
Rocks or cobbles shall not be allowed to nest and voids between
rocks shall be filled and compacted with small stones or earth.
When the water content of the fill material is.well below the
optimum for compacting purposes, water shall be added until the water
content is near the optimum.
When the water content of the material is well above the optimum
for compacting purposes, the fill materi~l shall be aerated by blading
or by other satisfactory methods until the water content is near the
optimum.
After each layer has been placed, mixed and spread evenly, it shall
be compacted to 90% of maximum density in accordance with AASHO Test
PS-2
No. T-180-731 or other comparable density tests. For fills in roadway
areas, the top 2 ft bf fill shall be compacted to 95% of the maximum
density. Compaction shall be with sheepsfoot rollers, multiple-wheel
pneumatic-tired rollers or other acceptable rollers which shall be
able to compact the fill to the specified density. Rolli~g shall be
accomplished while the fill ID,aterial is at the specified water content.
The rolling of each layer shall be continuous over its entire area and
the roller shall make sufficient passes to obtain the desired density.
Field density test~ shall be made to get an indication of the
compaction of the fill. Where sheepsfoot rollers are used, the soil
may be disturbed to a depth of several inches. Density :teadi~gs
shall be taken as often as neces~ary in the compacted material below
the disturbed surface. When these readings indicate that the density
of any layer of fill or portion thereof is below t.he required density,
that layer or portion shall be reworked until the required density
has been obtained.
The fill operation shall be continued in 6-in. compacted layers,
as specified above, until the fill has been brought to the finished
slopes and grades as shown on the accepted plans.
Excavation
Suitable material from excavation shall be used in the fill and
unsuitable material from excavation shall be disposed of.
PS-3
Unforeseen Conditions
If unforeseen or undetected soil conditions such as soft spots,
existing utility trenches, structure foundations, voids or cavities,
boulders, seepage water or expansive soil pockets, etc., are encountered,
corrective measures shall be made in the field as they are detected.
R~~y Weather
Fill material shall not be placed, spread or rolled during
unfavorable weather conditions. When the work is interrupted by
heavy rain, fill operations shall not be resumed until field tests
indicate that the water content and density are as previously
specified.
BORING LOGS
The stratification lines shown on each of the boring logs represent the approximate boundary betwe,en soil types and the transition may be gradual.
Symbols
Symbols used generally are in accordance with the Unified Soil Classification System.
Where a parenthesis "(MH)" is used, the soil sample was classified by visual observation of the sample recovered.
Where no parenthesis "MH" is used, the soil sample was classified from either the Atterberg limit or sieve analysis test results.
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PROJECT PARKLANE COUNTRY HOMES Drill•r" \AI. t-t..lM A??Ov. rtJv. Date t?e-0.'2.G.,l'iT?
LOCATION Waihee, Oahu, Hawaii Field Party '7J'Z..L.h<.l • GHON
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PROJECT PARKLANE COUNTRY HOMES Drill•r ·v..~. L..UM ASSOC..,I~v. Date l?E:'C.. "Z'Z I '11?
LOCATION Waihee, Oahu, Hawaii
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1VI~Pil.IM- SofT MoHL-LO o,p..p.-f ~ll-f'1 r::.t-A'"/ "'/U .. Ac.(..'J oF· li'EI~OMf'O'X;V MIJ" f 6.RA,.tL.
Meotl..lM- sn f' F-Molt L.e';(' C.., RA"' f\ t;-p D 1 '> r-1. F!ll\o v.J ...1 ?ll.-11 t.L-A'1 W/ffV.C,t~ or t?e&oMI'o$€;17 ~oc..~
'e.NP OF- f'JOitiN" e.- "Z,I.:;' l'l.·'Z'l·1~
*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.
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---
-
.
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1o
,.... PENETRATION DATA d)
~- ~ Standard ~ ':;; Penetration Test
o"! ii ~ N (Blows per foot) > 0 10 20 30
- 0
- b
!'Lisl-l; . \.S
r>J; .I I ' . "tl. s
WAI. TER LUM ASSOCIAtES, INC. I 3030 WAIA.LAE AVENUE • HONOLULU. HAWAII 96816 • PHONE 737·7931
BORING No. .~ . - Sheet No. --- of ---
Drill•r·\N.t..UM A~-soc.. INC;.· Date :v.>ev:1 ~· 1\ I'P~
Boring Log PROJECT ___ PAR_KLAN_· .... ·_E_C_O_UN_· _T_RY_H_O_ME_S ____ _
LOCATION Waihee, Oahu, Hawaii Field Partv Mf::"'ff::P... KA:u :·o!V\oi'l - ---·-···- ... _ _.:;T;:a;:x:.:~Ma.!.p__;.K.::e.::y.:::.!.-.:.:4.::---7.:.:--0.::6_:_· -2-0----- Tvpe of Borlng-·Aut..e-"{~4ft~Atl~;.m • .;,._ __ +.;.._" ---..;.;_......;;.;;:
OH
(?WI)
DESCRIPTION of:
--·t:.,.,·.,..,,_. 4'+ .. *---- .! __ .., ....... ,..,.G.. ·--.u---.. -0-
-·-
:50f.1-~F.'A1--:--· __________ :_. -:o, ..-~·!':.r,o.--··~·; .... :.;-;-~.::.s-:t:'.;:.~-· . ' ,....
,._.,,...... __ --04 ,_.,.., _ _._,.__ I. cl-"-·-- -
i *Elevation estimated
from grading plan by Gray, Rhee & Assoc. dated 11-29-73.
. - !1.~? E>_
Elev. G.+'.-t "*_::_-~::··::-~·::::-·::~: .. Datu.m -------
Drill Bit · Tv·PAA6 -
- --lb:!.Ql~;
Time_· ----1-----1---~---+---. Date TZ-·1·1?_ l'l·ti~H
,.. ct
~4 a ..I ....... "" . ......
PENETRATION DATA
Standard ., ~ "o. 9. Trh N _ Penetration Test WA\..L. ru~e"-
_ ?AMft..f:'f' .. "! ~ o.. N (Blows per foot) > 0 10 .20 30
_:•/ ,_.,' ~-'/ o-5·
l
I,..\,~ l,tQ&.ll17 L. t~•T _
r~.-:. PL.M '" L.aMIT __
WALTER LUM ASSOCIATES, INC. 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931
Boring Log ,_ BORING NO. =:: 4 .. _: Sheet No. of __ .......,_
PROJECT __ . ..;:P..;:ARKLAN=_....;..E_C_O_tJN_T_R_Y_H_O_ME_S _______ Driller ··_w. LUM A7Soc;~·~l~v •.. Date NOV. 'l1 t'li '!>
LOCATION Waihee, Oahu, Hawaii Field Pertv : Mt1f:F--. KAJ ... Tax Map Key: 4-7-06: 20 Type of Boring. AU~E:l'o.('&~ftt) Dlam. __ +..~.-" ___ _
------===-==~.:.;;,;;;;.::...;,_...;._~..:....:.------- > G>(# '± -* Elev • .;.,__---=----~··Datum-------
Drill Bit <F C.· 17r<:.ACa HAMMER: Weight_...;;{~·~,;..;()~-~;;;;.-···------------ ---=---.---"--r--~----:---
Water level ti;ftc.f;;17
Timi -•• >
Drop•--~~~~0..;;:~F.::.;;.;.:. ·:;.·· -::-::=-=-=-~!'"""":":~-=--~~--- I _'2"~ ~ .. 2· o.p, Ti=ttiJ .WAt..!.-_t~~e ~-- ..
SAMPLER: __ ..!.'Z;..".z.;~.z.:.· :.all-.''...:. ~::;.T.L:;A;:;.N~t:'::::'A:.:.;R:::I7:...·...:· -~::..~P...::I..;.:.l..:.T...;5:::.~rj~..::i?:.:O~N.;:.__ • I I I --- .. -· Dahl~ ll·l. 7. 7?
(Mrl)
2 DESCRIPT.l.ON :£' . e. • I of- -.. -=* -·---& . L..e-J._,.._C,G ____ __, ___ CJ_.
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\0 STII""F- -- . .. ... ·- ---1....;....._ t..rc:,rlr.-MorT-t.e.7::e.MwN -·= .. _ -z·s~ GI..A:tf:-'1 ~~IL.T.. -- ~ ~- ---
~"owtJ 17~G-0Mf'o.:r.~l7: rtoc-K. f:.NCJ Of PJORING; e. ,,,s, l\·~1·1~ ...... -- ....
*Elevation estimated from grading plan by Gray, Rhee & Assoc.
·dated 11-29-73.
--:....
IS --'Z'!s -
-
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- - -
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G.S ~~4-0 -
PENETRATION DATA
Standard
' Penetration Test
N (Blowa per foot) 0 10 20 30·
l
J
1·7."0-P. THIN . WAL-l. TLI&e . . .
.- 7Atv\rl.tf'. ~- -~
46 e.J...oliJS/O· & ' ..
~-o.s S/c , "·s
s, . s, . e, · 10. S IO.'i> '"· 5
--•r-----------------------------~----~c··---~-----~--~-------.·•·.,.,,
WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE • .HONOLULU, HAWAII 96816 • PHONE 737-7931
BORING NO. .. :; ·Sheet No. of ----
PRQJECT __ _:P..:.ARKLA::.::.:::;::._NE.:.__C.;_Q_UN_TR_Y_H_O_ME_S ______ Driller W- t.tJM A<;~()Ci.,UJll, Dele .l'~e..-1~, I 'l1"J
Boring Log
LOCATION Waihee, Oahu, Hawaii Field Party ·Meie~. KAu, ON\ol\.l - AllGte~' Mo~>,~.... ) +" Tax Map Key: 4-7-06: 20 Type of Boring \Mt!:JUI!!iMAIJ Diem. __ ...;_ ___ _
~----~;;;::.~:;.::...._...:..,. ___________ Elev. _ _:7~0:.......;'1:.~~~-:""--..;_·· ·Detum -------
HAMMER: 140 "4 Drill Bit .T·'-· t?!(.A~ Weight __ '>_O-::.,~----------- ~w~.,.~r L:_eve~l:::+~-~:;~~~:::==...,lr-----r-1---;------Drop .z"<;;--z. .. stAIJDA~P ?rL..LT 4rooi\I Time - I
SAMPLER: :~'' '5 • ~·· o. E7. THit-1. WA\..t,... lll~t Dato I'Z.·I~-1~ _ . •
~ PENETRATION DATA
v..-:. ci <II
I :;" 0-17. THIN c 0 .: E <S Standard ~
0 ~~
~ Ill' z .. c :v 'y../AI-1,.. TIJ~f;' .. ~ I-.e> c ~ ~~ 1.1 Penetration T eit
1 :; ' .. &..; ..!U.: jji..; DESCRIPTION <S ' ii ?AMrL.e-~ ..c Cl. ·3: ~ -~ !~ cv ~~ ~ "'
~·= = ii E E ~..:
... ·e.L.ev.: 1o'i ~ * " .. cl!l ~Q. ;:: ~Q. !i a; N (Blows per foot)
~L.Ov.JS/0.& :::.~u .,a ~-c:,·~ c :::1 > 0 10 20 30 .co
?OPT, ~AA"1 ------ m ''\ 1,.1.-;.. S"' 1''--:.. 4<;. ~So :--_ 11e..r.lr::o t'L.lsH
OH __ .O~G,AIJIC C.I.A'tS ·4 $1 l:.T.S . ...::..~ ~"<S
~] f1'A ~e; (#(', - 1'tO
. ---·---. -- - -· ~ - ~ <-40 \.o' CtiS -
?Ofi I G!rt./1>.1 ; e>"-O'NN - l il I ..
(ot-t) o~'"'ll.tJI c. &;A.N.rrt .:;1 L-1" s_ II~ 11 "-'I Gj (Vo.v E:a •• 1~~ij '2·~~ S·e> - n - - - .,,
1-0
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(?M) I..OoSE;;, t:..fl.A1, ORGtAIJ.Ic... .~ . ~I ?u ... T1 '7AIJr::o W/So~~ C,FI..A"f, Dfi~OMrosf;.D "" "'"'
'Z'~s ·I ;-e. - G>l - - - ~~ -1 ·i -~ -
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titR-Ai t l.IG.Hi I? Ito ¥oJ.J 'Z~ . (l\ i
~I t7~c.oM("oSeP l...A>JA Me.- I<.. '2·ss [) ~·
'Tf 'Z.~ i· (' - - - - ! S\Vf"t GtRA.'/E;!..- W/ SA•·IL:;'
. -e. l-ID [?Oil,&N~
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~~~ \'Z.•I ~-7~ L,.L,.-:. \...IQU 117 l I MIT
·e FL.::. \'\.oM 1-rl~ I IMI1
*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.
e \l..)
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WALTER LUM ASSOCIATES, INC. I 3_030 WAIALAE AVENUE • HONOlUlU. HAWAII 96816 • PHONE 137-7931
Boring Log BORING NO. · G. · Sheet No. of ----
PROJECT PARKLANE COUNTRY HOMES Driller ~W. l..UM A~$oc., tt.JGo. Date !:?f.:" C.· ~, l 'l7 ~
LOCATION Waihee, Oahu, Hawaii
Tax MaE Kex: 4-7-06: 20
HAMMER: 14-0~ Weight -~o"·.
Field Party- M ~'1tJt.. , K.t:>.Ll 1 OM 0 ~I .. A·11'-tl'.rtJ.o6n.e I .::!-"
Type of Boring \.1"1 \M;IIJull;MAHioiam. --..:.' -----Eiev. . Sb't "* Drill Bit ·. T [.... t7f<.AG.
Datum-------
Drop 'Z"<S?· '2 •· ?Tt;.l'l%t<.t' ~£1..-11 t&ooiJ
SAMPLER: -~" s - ~" o.t;;>. IN IN t..L.- T f:: .
w-';:+1~ I Date. 1-z-~-n _
7M.
(oi-l)
OH
DESCRIPTION
. '"" ~ &-t..f:\1.: se. - J.. -- . ~~ASS ----- -
--
__ ?oF-T_,:.::Gi.~ '1 · _ ~·? .. _OR.GtANII: ..... Gt..A1.S:~~ $1i.,1S. _
-w;.poc:.Kers- ·of' re-A.T. · ; _ "?"?
_LOO?.E;:,_c..~'t -~~owN. .?t!.l't ... SA.NP-(OR.G.i\t>JIGo 1)
!:;.Nt? Of PORII'-lGt ~'Z'"'·' I '2. • ".1 • 1 ~
*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.
--·-
---
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6i PENETRATION DATA
I ?J 'lo. D. lt-lt N Penetration Test WA~I.. jL.IE>€::
:;; 1 Standard G>'o.J ~u; G>"! i '"' N (Blows per foot) > 0 10 20 30
-1'2.0 tOo 100
140 140 1 So 180 -:ao
lBO ~oo 1 So \'7.0
\00
lr • 'J., 1.0
?Ar·llf'i-~ f'.
HA.t-.1!7 rusH t~s'
HAND t'u?H I. s'
~I A.N t7 f'J ~~ \.!ij
HAMMt;F!.. j?Q\JNG~o;.
----- •. , ......... -·· -·----------~~ -·-·--------------· --···,--- ... . -·· ·-" ---· ·--··· -·- ..... . ·- ··-· -~····------, ..... ----~-----~-==.
WALTER LUM ASSOCIATES, INC. I 303~ WAIALAE AVENUE • HONOLULU. HAWAII 96816 • PHONE 737-7931
Boring Log BORING NO. · 1 Sheet No. of ---
PROJECT PARKLANE COUNTRY HOMES Driller !N.LUM A'??O(i.,lfJv. Date . .17~. 'Z.f>, 1"!1~
~OCATION Waihee, Oahu, Hawaii Field Party-. M~1e~. OMO-~.X~ t..~OIN _...:;.:::;;:::.==..;~=;::z_...:::;:;;;~~------ . lki, (MO~\Cti ) ?>"
Tax Map Key: 4-7-06: 20 Tvlie ;,r Boring A ~ !{ll~hl!EMA.I Oiam.· _ ___; ____ _ -----~~~~-:....!:~-~~~.......::::.:::..:~:.=..----- ~c. 't. '* -- -
Elev •. · ·---- Datum -------HAMMER:
1. A ~ #_ Drill Bit ".T· C;. P~§t
Weight_~""1""L-'..:...;:;__;, _____________ ---..,.=--.---.----..-----=----'?0" Water Level_ 'i$J1c..g:.p I I I I
Drop~--~'Z.i:-ri-" ~'5.---· -:'Z.:-~.~. o~. 1?=--:. -~, 1'"\:T':"':• N:~":"::Wo;-A.~\..:-:L-~_-:"(~ilT:~::-:e:~-. -- Time - -
SAMPLER: __ ..;.'Z:."_S'-?'-=-· .,::'Z_" ..:?:..:T.:;;A:.:~:.:I?;;..!A;;:.,. F-.~P_:;~.~,.r .;.J..':..~I.....:'7;,.jf..:O..:D~..l;......_ Date yz.-z.~ -1 ?
Mt-\)
~ OESCRIPT_I_ON .:;
* e ~e~-~.:. G>G.'.±.. J,. :~o a
Me-t:~n.IM -ro <;'!'LF~ Morn ... ~ ~R.oWIJ G..._~1f:."t $1L.T W/. _ t7!:;GOM?o~et7 ~oc.l<.
--t...-IC.,HI fAJ I?RQwJ ~ I?I....AC.I<.
!71::vOW\ i"O'>I::17 ~OC. K IS_
*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.
-
~
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'Z'~s
t ci ;: z . 0
~..; 0 2 . u
" u ~~ ii 2~ "'"" -I.! au sii! E .. I!. ~li Jj ;: i ell.
a ;:;,
1·A - :71
1·~ -
1-C:. l\0
1·17 -
1·f - ;~ -
.... PENETRATION DATA -~
:.1 Standard .. ,. Penetration Teat ~-..;
"'"' 1:1!. N (Blows per fOC>t) .. > 0 10 20 30
- f-
f--
I
I '2.'' o. P Tf-ilr4 V..IAL-1... Tu !!>~ '?AMf\.e~ .
40 (?UIWSjo. S>
<:e.; I IO; • ro. s 1a.;.
----.--------~-----------·-----~
WALTER LUM ASSOCIATES, INC. I 303!) W'AIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931
Boring Log PRO~I~c, I .,._ NO. -·· ~ Sheet No. of ----
PARKLANE COUNTRY HOMES . ·LAJ.L..UM Asi v;·-u..tv~ --·- t;;>ec..·'l-1 1q1~ PROJECT __ ___, ___________________ Droller - 0 • Date ..;.·-..,.--.:..' _.;.. __ _
LOCATION __ w::.:;a::.l.=· h:.;,. e::.e=.!.., _O::;a::.h""-_ u=.!.., _H::.a::.:w;::_ .. a::.·=.ii=--------- Field Party -.? u 'Z.Ut<.l , <? HlG! ~N.t>:~ A • '-Ho N . C.ONTIOJJoU<; ,., "
Tax Map Key: 4-7-06: 20 Type of Boring ·.re.Neyp.~>onotJ -Diam. _ _:_...:'-=-------
HAMMER: Eiev. · 10'±··-*- -- Datum---------
140 # uD'r~iii~B~it__:;;;;;::::=:;::==-~--~--:----Weight_...:,..:...:.,.,_-...-....;..-------_.;..---~0" Water Level Mf:Muft.t9 Drop-_....;. _ __,.________________ Time. -
:'2"- 1:71AM. P.>I...UIJT ""'OINj SAMPLER: 1 • Date ;;..-"Z.;..·.;.'t.;.1·~7..;.~..J....--....L.---"----..J....--
DESCRIPTION
·e~.-~.:. 1o't :::7, "* -'-
---
:; -----
I.!.£_
----
IS -----
• '2.0 ~I'll:' of' reNE:;fp,.Afao..l &t-z.o--\"1·"2.1·1'!> -
*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11~29-73.
.
0 z ., 1i E
JJ
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PENETRATION DATA
er.umat cor-IT•r-ifllot.ls . Penetration Test I N (Blows per foot) 0 10 20 30 40
__ ,..•~<-···~-- .. --··-~----------------· ----...... -~--_...-~ ~- --~----· . ____.._...... ---------~-·-~·--- -·-------~----~-----
<-. .;:>y .. ,·~ ~~- r:c{;;' ;.----_,i::-:~-,_~::-~:,:~~- ::. :~~- ::· . -- - ~~-} --~' -.. ; .
WALTER LUM A~StlCIATEs:-INC. I 3~ WAIALAE AVENUE • HONOLULU; HAWAII 96816 • PHONE 737-7931
PR.Ot;1..t~ ·-NO.· ··-z: ··Sheet No. of ----
PROJECT __ ..:P:.::AR::::.KLANE.;;;.::'::''".:.::... ·'_:-G;;;;O;...;UNTR~;...· ·_y_" ·_H_O_ME_S _________ Dril~;:w. !..'iJM A~~oGI.,Il·ICI .. Date Oe:;c-.1.1, 1.,1~ -~-:- '
Waihe_e,· ·oahu, Hawaii Field Party-- ?t.l"t.LlK\, <Sth&~e!-lA~A , ct-lo!N LOCATION - - -_ ~ol\lfuJiloU s ... · _ . "
Tax Map Key: 4-7-06: 20 Type of Bciring :~re-1-le!f-A!iON .. -~::~rllam. _..;;......;;'Z;;.._...;,_ __ _ _____ ::.=:::....::::!~.=:.....;... _ __;,__;, ________ ,..._._ ~ c. Q._ 't "*-· --· Eiev. 0 ·---Datum ------.--
HAMMWEe~rg: ht l:+Q~ .. < Drill Bit
___ .:,..~~...:..-o..:...,.,•·_= •• ~:.,.,::--------------- Water L~l ~tA\illi£t Drop Time: -
SAMPLER: ~'2" t:'IAI'V\-:-::P,t;loh-i1'.:::::r.o.ri-l1-::----::-:--- ~:- .... -- Date!.oJ'Z.:.;·:.:-z;1.:..·..!.n.::..;;J;;===-'..;;;..---L..----1L..---
. £ .. - ., DESCRIPTIO_N ~ j
-~.-- ..... , -, a.'.f- .. -~- c .8 ............. :._ '•l>t;J -·"" -------0-----
::':-
-:.-
? --,....
·-:
'.!£_
.-. ;_
-~
i& ----
I ~
_ _f;NP_O..f:__P-E: ~f:.:(I~.ATlot • .t~_l_'f._S. 1~ -_J'F"Z1-.::n-:------------ --·- ----
*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.
: .
.
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~..: 0::11. "II. ..
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PENETRATION DATA
lllmldll'l& col'l!r1tJ 1ous , Penetration Test
N (Blows per foot) 0 10 20
1 J
30 40
1--+-~~ ·~ 1/o.S I
\ I
l !¥A ~ ~ ....l
e.
---~----~----------------
WALTER LUM ASSOCIATES, INC. I 303P WA.IALAE AVENUE • HONOLULU. HAWAII 96816 • PHONE 737-7931
Boring Log PMe•l'-\'-1 ~ eaRI!IIG NO. ----- Sheet No. of ----
PROJECT __ ....:.P::AR::·::.:KL~ANE::.;::__:.C.:.Q.:.UN.:.:..;:TR.:.:..;:Y_.:;:H.:.Q::ME~S------ Drille;.W. \...UM At;<?oCt. lNv. Date t7£:;C.. 'lo. l '11 ~
LOCATION Waihee, Oahu, Hawaii Field Party ?t.\tut<.\ Kt:t.K.tl, OMo ~~
--:.:.:.===~-....;:.=:::.:::.~.~===-,__------ c.oi::ITd'lOotJ$ '2 •. Tax Map Key: 4-7-06: 20 Type of Boring eer-leH>MlO~ Diem. __ ,;;._ ___ _
_____ ....:.::::..:.;;~_:.;~.;__.;._;___:.~....:.,;;._____ . 11 , -± * .... .. Elev. _;__ _______ _ Datum-------HAMMER:
Weight_~l4---:o:O-~------------ -----,,.,.,.,.----.-----r----..--.....,...--.?Jo''
Drill llit
.,_ ':::f.1::·1 I I I Drop~---~------------------------------'Z." 171A. M. ~\...UNT ror!Ji ·SAMPLER: __ ...;;;__;__;__;.;__:.;_;,_...:........:........;.;....:...._ ___ _ Dato .I '2.·1-o • ~
DESCRIPTION
·.e~..~. :. 11' ± :t. *
e;tJD of p~:tJ~r~ rrotJ e '>'l. s.' 1'2.·'2.0-1~
*Elevation estimated from grading plan by Gray, Rbee & Assoc. dated 11-29-73.
----
S> -.,..
---
I~
----
IS ~-
----
I~
----
1.~
----
I~ ·-
..
PENETRATION DATA
0
~ ~ ~ ~ ~ot-~1•.Jious
~ 0 z v ..
Pe:netration Test .. ., .!! .. ...; 5~ ...:u: ;li..; c· a. ~I.! !<I! cv ~~ G>"! E ~ ... ~..: 1! ... ca. N (Blows per foot) Jl ~ ..
t;'l ::I > 0 10 20 30 -40
1/1.0
1/ o.s' 1--+--+---+---+---+---11 I I l-~
•I o.s'
'2. 1-o'
'? (.0
J
1--4-.---1 I o o. 5 '
WALTER LU~ ASSOCIATES, INC. I 303P WAIALAE AVENUE • HONOLULU; HAWAII 96816 • PHONE 737~7931 ' ~l:.--::::--':·_}"·;;._-.,.:·· - ··- ·' .. , - - '.
-~ . ___ -. ~~:_ ~: '-~: i \~~ \' -.: ... ·-:: ~-::~:; ~~::?;--,:~;-~-~~:>.:.
Boring Log rc::: ·:·;; _.;-_;·- .;·~.: ; p N.c.; . .:.:: NO. - ----4-::=~=~(.:._Sheet No. of ----
- PARKLANE ·coUNTRY HOMES - N.L.uM A'7'"-"":-ri'lc.. ··· 17~"· '2.7,111?1 PROJECT ______________ __.....__. __ ....__ OriiiH -· - - -- -~ • -·--·-oate _ ___,_,:_;,.,;_...,...~
LOCATION Waihee,' ·Oahu, Hawaii Field Partv-::_::_<;J.ttll\5C::;~?~FhliieN~C:S.A , G~ON - c.<!~N11ldUJ; - . ·: ---'2. II
Tax Map Key: 4-7-06: 20 Type of Boring --~e~"'-bTII.A!IotJ.~:~--:::.:olam . ...;.;..;·...;.,;-;;..;.......;.;..; ..................... ______ ...;,.....,......:.,...,..._:. ............................. -------..,...-. Elev. --=:· 1-z:'·:±:~~~::::-:-:::::-----:--:~--Oat\im -------
HAM~~~ht 'i~Qi- Drill Bit
· -~:0 .. ~-- Water Level ~·lA">uUD Drop, __ ...:;,..;,;;;;;;;;;;;;;:=-..;..-----__,.----.---- Time·
SAMPLER: __ ..;;.:~'Z::;.. .• ;;;;, __ :~;;;-t?;;;,;.fA;..;. -·~tvt;;.; ... .;;;·~.::;;,;;·~;..;;L.-;..;·u::;..·tJ_· .:.;l::;..:·:.·;;;;.-p:_o_r;.,. . .J;..:T;;;;,-··.;;;::;;;;:=;.,.-,;,.·---;;;;;-.;;;;,.,.--.,.---;;;_--- -- - --- oate--;:.;l-"Z.;,;.·-~~,~.,.·.:.;1;;;,;~:,;;.~~t--""'-....... -;;,;·;.;;---... -... ---... --;.;.-~·:~ ... ~~~~_!'"~~~~~_i~~~---
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trIO i ~
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i,.... :,...
.-15 I
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_ __:_eNJ7.;::0F__:_:f-ei&~TRA:fiOI•l::.JeL'2.A-~ ·-: ~ . ----=1~:<:::'%1Z:..7-~====:--· d- ···-----·-· ••
*Elevation estimated from grading plan by
-Gray, Rhee & Assoc. dated 11-29-73.
0 ~ z .. c 8 . .. &;j ~::i -a ~If! E jiL ~a: Jl ~ g
PENETRATION DATA
~ .. ..... col'olru .. h11u.s 13 .. .. ...:u: .:s..;
, Penetretion Test c.,; G "!· §a: CA. N (Blows per foot) .. ::I > 0 10 20 30 .40
lq "·$ s· '"·
-~ '-+--4---., 44/o.s'
L=~'ll/ll.s·
'-h lllto .. l5'
. . --- ----·-~·········"'·•"-·--~-'------------ ·---~~-----.. ~~------ ·--'-·------~-----~·--~-- --
WALTE;'LU~Ji;~~~,,.,E;,~~.~c. I 303P WAIALAE AVENUE • HONOLULU. HAWAII 96816 • PHONE 737-7931
.- -. ~-~J:·:<} ·:-.:.~~ ,_ -~- -~~~};~~§}Y:±~~~t: ~:~~;-~~~~ : ,'"
Boring Log~1J};Jf.l:;t-;·:"::n·[-,~ _ 5 ~ NO. - ·Sheet No. of ------Ill t ,I 1\.A A~,.. C. ..Jv-··· .. - \1e-(, "l Q 1~ Drill., -f'l' \oo'U , .. 1 ,....-r>_O · ·,.I ·· ·· ·-·-- ··Date · • -0 • I 1 PROJECT __ .. _._PAR_KLANE _ __....;_C..;_O.._U...._NTR_Y_H_O_M,...E_S ____ _
LOCATION __ ..::w:.::' a::i:.::h:.:e:.:e:.!~:...···:.:O:.:a:.::h:.:u:.!,:.....::H:.:a:.:.;:w:.:a:.:i:.:i _______ Field Party· ?l.it.uK I , OMO~L. r."'Ai<..u .. Gol-ilat.lilolls n "
Tax Map Key: 4-7-06: 20 Type of Boring :Ff;Ntilf!..O.J}ot-1 ·· Diam. ___ '-::;;.__..__ __
-------------~--~------------------ - 11'+ ~ Elev. -- · · ·- Datum-------HAMMER:
Weight·_-;[~=~--~-a~·==~----------...,...-....,... _o,...;;il_s_;'-..,...,:----r----.----r---:----!1.::::>-~' .. :- Water Level~~M.IIIZ.£0
Drop1--~~~---------------Time;;.: ___;_...;;..;;.~....;.;.;;.;.;.;.~___;;....;...;..;.;~---+----
SAMPLER: 2:" -~rAM ;~_~L;;LlN:C f='OJ.~·tf -·---- . --------- -- .. ____ .. Date -.:.;~-t:.;.·.OZ.0.:::::.;..'1.~.::!1:...L..---.....1..---....J...--....&..--
·:-
---' -
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·-l_
10' I~
'-
.;.-
-IS -,_
---
1.0 1,......;.-
---
·-'l.G ...,......
:-
---,...
~a ,1-
et.lt' .. Of":_ P-eloiEiTP.Aftotol &.~o.5~ 1"1-1.0 -1?1- -~-- _____ _:_ ____ .:__ --
*Elevation esti~ated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.
-
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::;)
J..; .. "! CA.
>
PENETRATION DATA
f!ialdllrlt-(lorJfu-.1 ut Ll s- __ , Penetration Test
N (Blows per foot) 0 10 20 30 40
1/ l.o· , ,.;
[ 4/o.s'
n
WALTER lUM ASSOCIATES,<INC. 303P WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737·7931
. -r~t'"r·"~~':- . - --. _0~ .• -
Boring Log • •·- - - - ,, -- -=~~- G, 'Sheet No. of
- PARKJ..ANE COUNTR-i 'H_QMES ul ''M A~ 1~1,- - ~;-· a PROJECT ____________ ..__ _ __.._....,.------ Drill.r-_r'l·l-u ~-" 170.v·~- 1"4v •• __ - Date D ..... v.'2."2.,l,1'=;
LOCATION Waihee, Oahu, Hawaii Field Party-- ?IJtLIKI, O?rli"O: --_ __;.;..:;;..:.:.:..:..:...:._:..:...;.:.;...:.__;;;;..;..;;;:~----'----- coiJ niJ uo U$ '2. "
Tax Map Key: 4-7-06: 20 Type of Boring ret.lfrlRMIOiJ u Diam. __;..._...;;;...__ ____ __
G>Go 't: ~ Elev. --~..::;_ ___ ......;..._...;,-- ·Datu_m -------HAMMER:
Weight __ -:::'t:-4:_0'::"" ___ ~_:~:---._· ------------- -0
-'
1
-
11
-
81
-
1 -=.----....-----.----r----:-------<:~. • Water Llivet~J'ASI.IR.Eei
Drop--~~~-~-0~-~--~~~~-------------SAMPLER:
~ a; DESCRIPTION .1: ]'
· : :et..e.v,_~~-:-~G~t-:=-;J;~~~o~:.t~ Jl
.-'I ,:....
-·-
5 \ ·:: ·:-::--;-
:-~
.' --
·-....
15' ---
.·--
.lL_
__ et-l~:>..:::of-_:_f'eNf<fF.Afw!ol.:.e-'..:::-:z.o:s::: -: -J."E-"'2."'2.~1-"? _________ --
*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73 •
. /
.
:.
0 z .. Q. E Jl
~ .. ...: a· -I.! ~a.
Time __ ---+----4---+----+---Datt J'~·U ·1l
., ! " ! . 0 u .!0 tto!U.:
!~ ~~ ~,.; ~ ;)
'S PENETRATION DATA
~ £ .taml!a!Et CON'fii'J~OU';) - -------~ -:z: , Penetration Test I .. "! " a. N (Blows per foot) > 0 10 20 30 .40
11 'l..s
11~ o,S , u-~ lt.. lo, S
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t: 1 J ~ (. :.!.
WALTER LUM ASSOCIATES, INC.
Boring Log
PROJECT
LOCATION
HAMMER: Weight
Drop
SAMPLER:
PARKLANE COUNTRY HOHES
Waihee, Oalm,
Tax Map Key:
'140~
'~o·
'2 .. t:'l A. I,;\ r;,t..0Nr
DESCRIPTION
E;.Lt:;:"',:. ~I'-±
Hawaii 4 ... 7-06:
fO!NT
E:oND Of" PE:Nf:TMTIOK (!., 7;b. l'Z.-4·1'?
*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.
I
20
3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931
..
l '110trfN6> NO. Sheet No. of ----
D .II W.L.UMA7?;J(;.,INC,, D t?E:;(. •. •1- I'll'';• ro __ er ate ___ ..;·----
Field Party Mf;.1f:;l'., 'r\A.J . OM 0 ~I Cdi'JTdJJoU-t
Type of Boring Celit'(l\t\TIQN '2. Di_am. --------
G.l't * Elev. _...:::...;:........:;;___ _____ _ Datum --------
Drill Bit
Waier Level_+.;..;;.o....:. '2.=-·--i~l----+---+-----f---
:~~::1'2~-_.-:-.:.4:·-:-·l~-?;_.:::::::~~-=--=-::::~::::::~:::::: PENETRATION DATA
ci. ..: E
~ .U-Staftdml COHTiT,iiJ 'llS c: 13 ~ ~ ....... c: 0 ~~ Penetration Test &u.; u .... ...: U.:· ;li..;
~I.! l" DU 5"i OJ"!
~~ ~..: ~~ c:~ N (Blows per foot) ~ ..
Q :::> > 0 10 20 30 40
--- -~------~- ·---------~:.- ): ~-~·:;·-~·:·:-::···.:-.~;~:~--~~~;-;~: -~~ ~~ ~~:.:·~-- -~ .. /~::---------···------·- - .. ---~-~----~----~-
WALTER tuM~ssociArEs,' INc. 1 3030 WAIALAE AVENUE o HONOLULU, HAWAII 96816 • PHONE 737-7931
/~::~\~~;,:: ;;-~f~~~-1~~~;~:-·t ~:: \~;-:::~:-r ~6i: ~: .:-. ~-- . ~: ~ -~-: ;o ~ :
->·-o,_- ~- .. - ··-.:. ~ -··; :~({~1~~~~t~_:·: ~-
Boring- L~go_Ri~o :··\1:r-,·- ·_ ;: .: .-- '--~:?·_ :~. PROJECT .> :'· PARKLANE -,COUNTRY HOMES
fMe>i.JA __ ~--e;, ___ --- ----- , .eeRIIIG. NO. - - - --Sheer No. of ---Driller- w.-~:,;.uM A~iOCi-~]i'JCi.~ ---Date !7£:.C.. '2~. 191'?
LOCATION . Waihee,· ·oahu, Ha'Waii Field Parry-.. ?l.ltul(..l_, Kt.KLl_, ·oMol\l --~---~--~----------------- · .C:ot::!·niJiloil$-: 1 -----~- "Z" Tax Map Key: 4-7-06: 20 Type of Borlng-~f.t:aJE;:iP\ATIOro' -- :.oiain.. ....;._...;··=--------
HAMM--E-R_: __ ..::.;:;::....:..:;:~...;.;..;;;;L.;_....;.... ___ _..;..._..._..; _____ Elev. -~::-GS '±.·-:1(.:· --_- =~ - --Da~ll_l ------.....--
Weight_..,...:..L~.,..-_o.,..M.:: ___ ., ____ . ------------- ~D~ril~l ~Bi~t 2~~=~~==-....--~-T-=-~~~~...:_, Drop . ?JO."_ :=- - __ :_•rer L:..!:~:!:..!-~ii!:-!li~MW!&E:st:~.J.;~-;....;-;;;;;_ == __ ;;..-~~--'---~---f---
SAMPLER: ·.-z."_-t:'lt.M ·-~-~t.ut-1'(-==rou:-l:f__ - ---- Dat8-':.:"t-:..t.o~-1.:...":.. . .L.. --~-----'---..1.---
DESCRIPTION t _ t ..... .,..,-....... ,_ 6. '..a.---- .. -'*----- . .!!: Jl __ ...... ,__,. ___ ,..g -'1- .. ..., ..... ---0 ... -- ..
·~
--
·.'-s_
: .......
-:---
-~
-· ____ c-1\lv_op-_:::f'~et~Afrot.l e. '2. ~-G. -\"Z.~'Z.o-~:.::J-":1-~-----::~ ... :..~:::_::_::_
*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.
----
IS --
:-
.-~
--.....
·-
ci ~ z 5!..: 0 . .. y c • Q. o· .,..,
;I.! !ot QU E ?:~ Jl ~A. 3: Q
a. E 0 u ..:u: 801! CA.
;::)
PENETRATION DATA
S1iaiii!11iit GOH fl t-lu r U '7 J. u; , Penetration Teat .. ~ 5i A. N (Blows pe:r foot) > 0 10 20 30 40
1/ 1.0' 1/ o-.s
'/l.o' 1/ a.;'
1--t--f----t--t--t--f"tl/ 1·01
l~/1·0·
-·-·------------------- --~ ....... ----- ............................... --
WALTER LUM ASSOCIATES, INC. I 303(1 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931
Boring Log \
'1 .._ NO. - . Sheet No. of ----
PROJECT PARKLANE COUNTRY HOMES
LOCATION Waihee, Oahu, Hawaii
Tax Map Key: 4-7-06: 20
HAMMER: \40* Weight
Drop '30''
----..,......--------------- Driller •. IN .t,I.IM A~OC.. 1 NCI. · Date - 'V'f:'C.. 1 \1 7?
--~=..:::.::.:::..!....~~;;..!.....;;.:.;:;.;;;..~------'"---.,..-- Field Party ..;.·M;._;,..f;:;,..;,'f.,:,~..;.rt..:...;·-+~_,.--;.,K:..:;.A..;..U;:..._, _;O;...M........;..():....!'-_l ______ _ -_ .:;.ot-1{1;:j1JoLb --z. ·•
Type of Boring ...:,-.r~e.:.ile~tu;R:=:A!-"ll~o~..l __ Diam. _........;......;;:.... ___ _
--------~~~~~~--~~~~~-------- - G~'t ~ Elev • .;.· __ ,;,..._ __ ........,. __ _ Datum -------
Drill Bit
Water Level_+:..,:o:.:..·...::.">_· -+---+----+---f.,---·---...----------------....-- Time·_ -
SAMPLER: 1." I:'IA.M. t?t..~a-IT !"o•i-IT -
Dele -_\'Z-1·''!".>
PENETRATION DATA
.: ~ ~ .!liii5!lilrili ~Nf••·hlO<it c 0 "' 0 .. u ..
IJ c..: ~...; ~..; , Penetration Teat .. ..
ll.,t QU oil! ai'1 ~..: ~ ... CQ. N (Blows per foot)
~ "' .. Q :::1 > 0 10 20 30 40
-~ -r/ ....
~ .u.- 0 .;
11 ~ ..... z
.! ..q:';' .. iu.: DESCRIPTION -= Q. s-~ -a Q ..
·- . E E ~~
~== Q. ~ ...
'E;L.E;"tt.:. a.+'± ~ * .. Jl I ......1...- Jl :5J!u Q
0 +o-'!i ..,..
----
s_
----
I~
----
I? ------
:!:!!__
----z; :..--
-- b - II...-
WI:" of !"E:NE:T~~Tio!ool e ~ 1·4-' -~
\'Z.-1·1.,
-*Elevation estimated -from grading plan by '
Gray, Rhee & Assoc. dated 11-29-73.
303P WAIALAE AVENUE • HONOLULU, HAWAtl 9i>816 • PHONE 737-7931
·rl\oP>ti-tG.a .....a NO.·· I Q · · · Sheet No. ___ of ----
Orill•r -:w.L.I.IM At?So-v;;t Nc.-. Date 17~G. 1 I., 1:;
LOCATION Wa:fhee~ Oahu, Hawaii Field Partv:-:MZ:::1e;K. OMORI, i<.Au _.-:,:.;;;;;:~;.;;;..::,_;;;..;;;.;;.;.;;:.;:._ ____ ~--....,....,--- · coiJ ... .IJtsaJs .. tJ . -• - '2. ..
Tax Map Key: 4-7-06: 20 Type of Boring- ret-~tfi\;A{IO :. --Oiam. _;;___=-_...;..;...._ __
Elev. G:-7..' t. '*._ · · ·- ·· Oatu·m ----....---
:. \:4·;0~:.• Drill Bit Weight _ _,.....,.-::--_.;... _______ __.. ____ --------....-----.,...---.-----.....----
.~- ••_- Water level + o.'L' ... , I 1·
HAMMER:
Drop Time _ . . . •
SAMPLER: ~ ··~~i1>.-cVl.-·~t,;;ut-J1'~.JP"fN T . -- Date l 'i-·1·1 ~-·. .
' . l-·-,_
.. :£> -
-·--.....
'.!£__
-.....
--
IS, -----
11£..._
.---
'ZS -·----
-,~
.. e.IJI7_of .. ret-l~1'f\Afloi-l.e_::;o.~·- . _ \'1·1~1;- ---------~------ ---- -··· .
*Elevation estimated from grading plan by Gray, Rhee & Assoc.
da,ted ],.1-29-73.
PENETRATION ·oATA
~ ~ ~ 8allldll!t Gor.JfuJ Ll t ll7 ,; 0
c ~u: u D , Penetration Test .
~~ ....:&.: J: •
!., llu "'"' got! -~ ~c. ~..: CA. N (BioWI per fOot) ~
CA. .. c :I > 0 10 20 30 40
fT • 1---+--+---t---t---t---1 ?../ r.o
l~ /o.:; 1/ .$.
I /1 0' j' .;' 1----l~-+--+--+--1----1 I /I• ~·
7./ .o' -1/( o' l.u, .s·
1-r~ IU/I.o'
!I; f.o'
WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931
Boring Log PF-oBtf.lC. 11 e :80itlliJG NO. Sheet No. of
PROJECT PARKLANE COUNTRY HOMES Drill•r W. L.dM ASSoC. INC... DE;. C. +, 1'1'P'.:> Date
LOCATION Waihee, Oahu, Hawaii Field Party ME:'1E::R., KAll, OMOr~l c.oNTI >::! llo iJ? ?.." Tax Map Key: 4-7-06: 20 Type of Boring it::Nf:TF-ll.fiON Diam.
) Elev. c..o '±. Datum -
t HAMMER: l \40-# Drill Bit \ Weight ' Water Level j,02"r.•uil!;D ;
Drop ~o" . ( Tima -- SAMPLER: '2." DIAM. Bl-UNT F'OINT Date I Z·4·1 ~
PENETRATION DATA c ci.
Studaul c..oNfit-/l.ltLlS 0 E ·~
~ z .. c 0 :; ., ~ Iii c .3 ~ . u .. .. .!~ ~u: ~..;
Penetration Test DEsCRIPTION t l a. .. ...,
~ = "i .. 4 I# OU g'4 .. ~ E ~CL ~c.: l!CL CCL N (Blows per foot)
~L-t;V.:. ~o'± ~ * .. Jl Jl .. ::lc&u Oo Q ;:l > 0 10 20 30 40
-- wr of" ll-11.\ 1111\.llt'K. -
•:-5 -
- .;.
- ~ I/J.o'
-e 'LJ J,o' -1!2._ ? ~I •.•
-1./ J.o'
-- 1i r,.o·
]·5 -IS -
- ~ \.0
- J -r---
I'.<.O r "·5
----
'l.s; -- I -- ....,
-e ~D 1-
--- r-
' ?.S--- l_ ....
ll -~iJv Of' ff.llt1MTtoi-l <e.. 40. ;' -
11] 40 l-z.-4-1' - I~ /t).r;,' *Elevation estimated -
from grading plan by Gray, Rhee & Assoc. dated 11-29-73.
-
WALTER LUM ASSOCIATES, INC. I ~03~ WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931
Boring Log I"RO~IN(., .tlaiHIII8 NO. - { '2 ·Sheet No. of ----
PROJECT ___ P_AR_KLA __ NE __ C_O_UN_TR_Y_H_O_ME_S _______ Driller ·_w-.];;tlM />.<:r"?iJC..,! NV. Date· t7f..'-· 4-; I "11~
LOCATION Waihee, Oahu, Hawaii Field Party --M~1tt(.:;':KAt.l:;-oMO"I
. C.CtJtu:JIJo.,."S . 'Z •. Tax Map Key: 4-7-06: 20 Type of Boring. rel-lt>T~AfiON -Diam. __ ...::.... ___ _
.s~ 't "*. Elev. __ ....;_.;;;;.... ______ ..;_ Datum -------
HAMMER: r kO JtD ~~ril:l ~Bi:t -===::;::::;===--r----"""T---:---Weight_~~~-------------'- _ ~o·~.~: Water tever. +o. J' I I I I Drop, __ ...;..__;;:;.;;;_ _______________ ..,.... Time : •
SAMPLER: __ ..;::z~"...;:t7:...'.:..A._M..;.·;....-I'?;.._L.L.I_r-l .... T_-.:..P.:..o.:..l t-.~_T..i...------- Date~ 1 -z ·4-· H .
ci
~ E . 0
0::: • 0 . u ...... y 0::: • ..:u: o· .,.., -I.!
~ QU &-4 ~A. !oe ~0.: :!A.
~ Q ;::)
DESCRIPTION
----
;_
----
1£._
---·-
IS ---
--
~ .. .. ;li..; .. "! O:::A.
~
PENETRATION DATA
ilmldllat CONfiN11l? , Penetration Test
N (Bio~s per foot) 0 10 20
'l./1.0.
J l/ 0· s' 1/1 .o·
'l./ 1.o'
~ ...... '? 1,0'
1 [
30· 40
~.~ '+--1--f---i-~
--
z:,_
-.
t.l-lt? of relllerrt..Altot-1 e..- '27-~ 1'2· 4-·1'?
*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.
1--+-+--+-+--l=~:::::J ~:{, 3. -...!..
-
.
WALTER LUM ASSOCIATES, INC. 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931
Boring Log PROJECT _____ P_AR_K_ .. L __ AN_E __ c_o_UN_T_R_Y __ H_O_M_E_s ________ ___
LOCATION __ W.:.;.a=ih::.e::.;e::L, ...;O;;.;a;;;.;h.;.;u:..:,:.....:H:.:a;;.;.:w;.::a:.:;i:.::i:...._ _____ _ Tax Map Key: 4-7-06: 20
HAMMER:
Weight __ ~4 __ o.,..· ~--------------':I.JO"
Orop·----~-------------------'2." OIAM. R>Lth..IT 1'"'011-Ji' SAMPLER: __ ..;;.___;_;, _ _;__...:._~..;..;...------
rL.,{\ .ur:- 0 t--·~ 0 z ..
FRoe>ni~
"!IORJfiG NO. I~ Sheet No. of ----
Driller W. I...UM {:>.0006.,1 ~-lC... Date \-.10\/ ?;,0. H "/'-!:>
Field Party ME:;-tf;i<.... I"'AJ, OMoC'-.1 . c.oiJ'ftN Llo :::1$
Type of Boring f ~i-Jtt~.A!tON '2." Diem.--------
f;f:;.'t. '-* . Elev. ---------- Datum-------
Drill Bit
Water Level -t.s Tlmo -Date 1\· ~o-1~;~
PENETRATION DATA ci.
Btertmt .:oi-l'f"·lllll us ..: E : c .. ~ g_ ..! -:t«' c 0 Penetration Test ..! .. ..: u ~j ..;~ ;l5..; DESCRIPTION ~=
!::.L..E:-'1·::. se,'t
BN\7 or Pet-~~:;rRATiol-l e 4-o I 1-~o • 7~ ·
*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.
Q. Q. ~4 ~~ u"! E E ~~ ~11. ~co: l:!ll. Cll. N (Blows per foot) Jl·~ Jl ..
-\-0.? g ;::) > 0 10 20 30 40
44-
1~_,---r---~--+---+-·---~--+-~~--~40
~ ""2 <! .....)
~ ~ <1 ~
e
~,r-----··-----'--------~-------·------- ------ -·--· ............ --~·-·-----·-- ---------- .... . ·-- ..................... -- ·-·---·--···-·----- _____ ,._.
WALTER LUM ASSOCIATES, INC. I 303~ WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931
LOCATION Waihee, Oahu, Hawaii
Tax· Map Key: 4-7-06: 20
HAMMER:
Boring Log F~ae11-.lGs 14 ilOIUIIIO NO • .;;,___;_ ___ ·.Sheet No. of ----
PARKLANE COUNTRY HOMES L1 "1,_ .1 ,.,. PROJECT ____________________ Drille,".'N-1.. M A??OC.·,INIJ. Date ~'"0"· '27, I'll-....
Field Party M ~-{f:R. • KAU _...:.:.::.::::.;;.::.:...:::......:-__;:.,_...;_,;___________ .C:OiJTI i'JUoa:; "2"
Type of Boring -fel'lf;TAAI!ON-- Diam. -------
-----...;;.;~~~~....::..------------ G.~ • t. "* -Elev. · Datum -------
Drill Bit !40# Weight -~o"
_...:..,___,~--------------- Water Level. ::1~~c.f'e:1? Drop
SAMPLER: :'Z" t?IAM. ~L-LIN1
li ·~
1 !E ~ =·: :!iJiu
DESCRIPTION I
:. eL.e.v.:. c.. c:. ·_=. 1;
E:NI7 Of f'f::1...lf;m,A TION e.- 'Z~ II·'Z.1·7?
*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.
f'OtNT
E: .!! -= a. 2- E
QQ ~
----:. -------
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Q ~
,A.I.IG,I
PENETRATION DAi':l\
.. iMmlllllt 'ONfitoJLl~ ll? .. , Penetration Test ..
;j~ ~"! ..... N (Blows per foot) > 0 10 20 30 40
"
Au~~::~l 1--+--+--+---+---+--:.-.:.·.__-'lfs/~. s'
,
303P WAIALAE AVENUE • HONOLULU, HAWAii 96816 • PHONE 737-7931
\_:;·-. lBDRIIIIB NO. <·:·Sheet No. of ----
-w. t.-tlM AL.Loc-;·· ··•c;. -·-··t?ec:~;·l"'- 1"11 ·· Drill•r ·· '""'7 " - IN · - Date - 1 ~
· Waihee·,·.-oal:t\1,' Hawaii .:;ut.u Kl · oMO~I K~J -LOCATION ____ __:: _ _..;.;_._:~----------J...- Field Party ··c.oNtu:XJou;; :··:_: ·_: . .."'2"
'tax ~p Key: 4-7-06: 20 Type of BorinSJ-- ee:wettV..llOIJ-~ -Diem.__;;,;;:;;;.;..;~---_____ ....:;.;:::....:.:~...:.;;~..:....__;.....;.__;;;..:..;__;:...:..,....;.. ____ Elev. = ~ Cl! '1: : .. ----DatUm ~------
HA~~~ht __ ~l~~~-a~-~~-~--~-~-_-·_·_._· ___ ·_·._··•_" ________________ D_•;n_s_;'--~~--~---~----~----~----,o;-0_~~- Water Level ~ETt>.\1.ft.!P
Drop·---~~~------------~----------- Time ·.;.
SAMPLER: _......;}2:-.;;.;;11 ~;;...::-"V':...:I.::.A.:.:.:M.;;.:·~~:=~::..:-t,;;~u~..i:..:,;f-;;;;;:=;.~..FO~I~N:..:;f.;;;;;::~:;;;;.--.;;;;;·=·;;;;;=-~-;;;;-: ~;;....;;......; Date "\'1.•1'1·1 ~
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*Elevation estimated · from grading plan by. . Gray, Rhee & Assoc. dated 11-29-73.
PENETRATION DATA
t .: .. - col'lfn·hrot.ls L.:
c: 0 .. 8 .. u " , Penetration Test
Aj ~u.: ~..; c· ~# 8~ .. 4 u"!
~ ... i ~..: c:"- i"'" N (Biowa per foot) c :I > 0 10 20
lf !7,5 I
I S.O 1
1/ 1.0
'l./1·0·
1---+-+--t--t---t---fL 4to ~ • ~ .
30 40
WALTER LUM ·ASSOCIATES, INC. I 303~ WAIALAE AVENUE • HONOLULU, KAWAII 96816 • PHONE 737·7931
Boring Log IG, ~ NO. - Sheet No. of ----
PROJECT.,.--...;__PAR_KLA __ NE_c_o_UNTR __ Y_H_O_ME_s ____ _ Driller_VJ.I,..UMAt;.~OjJ,lt-lCJ. Date j:?f;'(,.l':7 '" 1 ~
Field Party ·: M e:·us~ "'- • K t1- \l • · .. c.oi'lf,IJiloUS
Type of Boring · ff;llt!~~{10i-l
OMO~l
'Z." -Diam. -------______ ...;.____;:..,____:;,____________ .. a, a '... -II(
Elev. · 1 - Datum -...,....----.....--
Drill Bit --~~~..:.._ ______________ Water Level ~J.:lt.~uct.l'=:b
DESCRIPTION
~"e'IJ.:..Go~'i;z, *
et-117 of- rt:;.t.lt.Tl\AftoiJ e. -z4., • '1-•1 ~ ·1 ~
*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.
€ .2 i: ~
0! ~
·-
----s_
----
1.!..2...._
----
15> ·-----~
----
~5 -
Time -
Dete t't·t,·H
PENETRATION DATA
0 z .. ~ 0 u 2 . ....,
ci E
~ fllllltlllt- c.ol-lt•lool\.11 u ~ 13 .. " , Penetration Test
..;~ ;lS..; ~ QU l ~~ Gl"l !!!'If. ~..: I! A. c:a. N (Blows per foot) ~ ..
Q :;) > 0 10 20
l/ J. o'
,., 1.0'
1/ \.0'
1--'--l---ll----11----t--t--11 l/l. s' 1/l .o' 1/D .;'
i/ 1.01
l? t.o' 1--+--+--+-+-+--lr",/o .;'
1/1 .o'
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? 1.0
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">Jj I·O'
L...
30 AO
-. .... --· -----~ , .. ~-· - . ·- ·---..:;.....-.... .. ---------------~
WALTER LUM ASSOCIATES, INC. I 3030 WAIALAE AVENUE o HONOLULU, HAWAII 96816 • PHONE 737-7931
Boring Log PRo~~~ to1m10 NO. 11 ·Sheet No. of ----
PROJECT ___ P.;_ARKLA ___ NE __ c_O_UN_TR_Y_IJ_O_ME_S_... ___ .......... _,__ Drifle; 'N. L.llM J,..t;Soc.., uJv. Date 17f:v. ~. I '11 ~
LOCATION Waihee, Oahu, Hawaii Field Perty-- M~-te-1(.. , KA~ .~.OMO~I- -· -...:.:.=:::.:::.::.=:......::..::.::.::.;:.....:;.::.::::..:.:..=.:..::..-------- . coiJTtilO~tll'S 'Z ..
Tax Map Key: 4-7-06: 20 Type of Boring· f&t-lfi)~P.11o14 Diem._....;....~---------~;;;:......;;.;:;:~..;;.;;..;;.::,.~__..;.__:.__;,~------- Elev. . C. 0 't ~
HAMMER: Datum -------
Time -
Weight· _...:1;;;;:-.g;;;..-;.o..;;;··~...;;-;;..._ _______________ ~D·:n~' a~~·:....:==~:;:==~---,.----:----- ~ " Water Lewi_...;+:,..I:.:.·.::.O_' -4----+---~----+----
D~p~---~~...;;O~-..;;;~-~~----------------------:2." 1:71AM- e>L..uNi _cooJN.,..
SAMPLER:--~;.;;;_~...;.,;..,;._;....;.._~~-....:•:------ Dete-.I'Z.·?-1';
.!.~
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t ~~ 1 ~ Jl f\.0
c: ·-! ~ .. " ] ~ DESCRIPTION -=
~-= = ... .. :5J!u ~~\..~Y.:. (;.o't ~ Qa
.
----
~-----
I.!£_
--.--
1:, -----
1.:.£._
----
z~_
-e..t-tt7 of F~l'lt::TMJlo.J e. Z.ID-1 -I'Z.·'?· 7?
*Elevation estimated from grading plan by Gray, Rbee & Assoc. dated 11--29-73.
0 ~ z. i..: ~ . .. u a. Q• .. 130 E ~I.! !ae ~ . .:.: Jl ~,._
3:: Q
li E 0 u
-.:U.: s 'cl! ::!,._ ::;)
~ PENETRATION DATA ..J
.. ~ Stmet!Bd· c.ol'if1NUOr·1? IOU. ~ ':;; , Penetration Test
~ ::! N (Blows per foot) > 0 10 20 30 40
171 1/ o.s
1/ lz.~·
I "-S
,. a•;' ·~.-..·
HAMM~"'e>o\ltJc.t:S
Drop
SAMPLER:
ri. DESCRIPTION :£
. 0. ' I ~ c.,---~, --1'1"' +--.,------------g· ............ .,.-... -·-- -~~-----0---~-
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---
IS --
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. ,12£...... _E;Nt? OF f'tl>lt;TAAtu.>..l ~ ~o.s . _ '1"2.~·-~,_1-; ... --· -- -·--- ... *Elevation estimated
from grading plan by Gray, Rhee & Assoc •
. dated 11-29-73.
. .
303P WAIALAE AVENUE • HON()LULU. HAWAii 96816 • PHONE 737-7931
PENETRATION DATA
~ ·c; .: ~ :8Jalldmt. co~T•IJjoU.s z .; c i..;
0 .. , Penetration Test ii..: 0 u ..
.!! u ...:u.: ~..; o· 0. .. Co! !II! QU ~~ G>"! E ~CL ~..: ~CL CCL N (Blows per foot) ~ ;:: ..
Q :;, > 0 10 20 .30 .co
'I+.~
1/ 'Z.o'
If 1-6,
1--+--+--+-+--+--i · 1- 1.o' I •. S
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WALTER LUM ASSOCIATES, INC. I 303P WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931
Boring Log \ ~ ..,.._ NO. - Sheet No. of ----
PROJECT PARKLANE COUNTRY HOMES
LOCATION Waihee, Oahu, Hawaii
20
Drill•r:\IJ.I.AlM A<?Sov.,l!'lCt. Date ti'E:Gt. 11,1'\1~
Fi_eld Part~ ME?iie~ 4 0!V\OI\.\, KA.U · CON'ftNUOIJ; · '2"
Type of BOring. f f-14EoTP>.ll.'ilorol Dlam. __ __;_ ___ _ Tax Map Key: 4-7-06:
HAMMER:
_____ _:.::.;;:,.....:..:.:.:.._.....,::. __________ ___,_ Elev. __ G>.;;...:.1_'..:;;:t;__* ____ _ Datu_m -------
Drill Bit 14-0 41
Weight -~o··
_....:,......:......,,.,..:_ _______________ Water level tic,tA\ua.l"~
Drop
SAMPLER: "'2." t71 AM . e>L.UNT f"Oit-.lT
--
c::
i g 1i ] ~ DESCRIPTION .r. Q.
i E :!:== -~L.~'/.:. c,1'±. l -Yt Jl :SJ!u Oc -
----.s. -·----
1.!£_
----I; -----
,~
----
-z.S ----
E:.l'lP Of P~..lf.j~AfaO..t e "Z.~ I -
1'2.-11·1~
*Elevation esti~ated from grading pla~ by Gray, Rhee & Assoc. dated 11-29-73.
..
Tlme ___ 4 ___ +:----4---...... --Dete lt-11· 1';
PENeTRATION DATA ci. ~ coh1TIII.i10US c e ~ 0
~ jj v : , Penetration Tes: ..:~ ~..;
~
8~ 01"! 1!'# ~0: C::A. N (Blows p•r foot) ~
c::A. .. Q :::1 > 0 10 20
'l. 1·0'
1 ~ 1-0 ~-+--+--~--r-~--i
..,_ J.O
1/c .;' 1/1 .o'
LJ.IO·S'
'2. ,. 0
'? 1.o'
30 -40
Lr-4-1
-"".-----------~-------------··------------------------- - ...•.•.. -.- -·~:'!-
!
WALTER LUM ASSOCIATES, INC. I 303~ WAIALAE AVENUE o HONOLULU, HAWAII 96816 • PHONE 73_7-7931
Boring Log .fRo&\t-lc.. 1I9RI!IlG NO. - 'Z. Q -Sheet No. of ----
PROJECT ___ P_AR......,.~ __ N_E_CO_UN_T_R_Y_H_O_ME_S ______ DrillerW.\.WM Ai~OC.. IN". Date l?f;;C,, I'Z. I'll~
LOCATION Wai}1ee, Oahu, Hawaii Field Party- Mr,1e:-". 0-MO"l, KAU
-~~~~~~~~----------- -~ ~oNfoNUou~ Tax Map Key: 4-7-06: 20 Type of Boring' ettJE:TI\..:r.notJ
'2." Diam. _..;__..;;..._ ___ _
Drill Bit Datum -------
_____ :.=..;_.......: _ _..:, ___________ Elev.- iO'i.. * HAMMER:
r~oA~-Weight· __ _,._;_ __ ......., __________ -----~.----r----r----r---:----~0" Water Levet.li0lA~IliZ~<'O
Time.;;.------4----4----+----+---D~P·--~~-----------------SAMPLER: ... - _ __:'2.:.."_.:..1:7.;..1 A_M_.:..,'....:.;;.~.:.:\..U.:.:IJ,;;.i.:...,_P:..;o..;.' 1-1_1'.:,._ ____ _
E. DESCRIPTION ~
v_ i .cL..ei"' :. i o , ± l ..,. Q o
tiJi7 oF- pe-ioleT~ATlOiJ e. Z'j. & I'Z.-1'!.·1~
*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.
·---;_
---:"
-,~
----
1.& -----
,2£.... ----'lL -:...
--.,0
1-
E 8 oi
iu; ... ou ;~ i':o: 3= 0
PENETRATION DATA
~ li SI!IIII:IIBd co...tru·hlotJ s
8 " , Penetration Tat -.:u.: ~..; g"! .. ~ l!A. fiA. N (Blows per foot) ;:) > 0 10 20 30 40
.l'/1 . OF RO P?
(L...-
-
WALTE~lU~{i;~6at;~~:~~;~~.c3~ti0~~- -' -
~:~:r~rfi~J~~r~~l· 3030 WAIALAE AVENUE • HONOLULIJ, HAWAII 96816 • PHONE 737-7931
- :f'M&INC.. " ._ ..... NO.-·. 'ZL.. ·c·ShHt No. of----
, ·< Driller 'N; L.ll M A<;s«J;;,tJc,; · Date ,t;'~'-i' I 'Z. • I "t 1 ~
LOCATION _....._....;w;;.;' a;;.;i;;.;h.;.;e;;.;: e;;.:·-~::..;_: O;...;a.;..;;h.;.;u;;.:,::...,..;H.;.;~;;..w.;..;a;;..i_i_··-. ..;..-,;~---'--· ------ Field Party·::- Me-1 t"-; OMo ~~ , KA u ___ tot:lfti'OIU\i II<; . _ - - '2. .. Tax Map Key: 4-7-06: 20 Type or Boring- ffitltrP.MtoiJ -~ -Diem. __ ...__ ___ _
- - C~ • :t··'* Datum HAMMER: Elev. - . -------
VVeight ___ -~l~~-P~-~--~~~·--------------------------~Dr~iii~B~it~=====;~::=:~-----r----~-----~~o." : :-:--.: w_ - ater Level · _o. 'L ':: I Drop, __ ......:;:..:.;;....;;.;,;;;.;;.______________ Time.---- -- __ _
SAMPLER: :'Z"::.t7rAM .- PJ\.ut-IT_:_f'oliJL ~-- - Dete- 1'2.·1'2.·1~
---.-s ----
---
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----
t1L ---
_ ~Ntt.Of-_pe-loi~TI\Af&Otote-~2~."1:~ __ _ I 'Z • I _'l.il~.::-_-::::.-:::=.::::::::-::..::::::: __ _::_
*Elevation estimated from grading plan by
Gray, Rhee & Assoc. dated 11-29-73.
0 z .. a. E ~
.: ~ ,; c ,; 13 c -· 13 ,!": {io.; ..:u: -4 ~;j! cu ~~ GIA. ~..: ;: ~ c :I
PENETRATION DATA
! ~ ':=o:~~;lwtuS ... fi A. N (Blows per foot) > 0 10 20 30 40
'l./ l.o' ~ (.o'
.....
WALTER LUM ASSOCIATES, INC. I 303P WAIALAE AVENUE • HONOLULU, KAWAII 96816 • PHONE 737-7931
Boring Log 'Z'Z.- - -eeii!MiG NO. - --Sheet No. of ----
PROJECT PARKLANE COUNTRY HOMES . -w. l.UM At,?o'-. I Nv' ·- - ~E;!.f. 1 i. 1 ~ 1? ___ _.;. _______________ .___ Droller- •· ' Date ..;....;;..;;_..,........:..,........:..;;_ __
Field Party·:-Mf;1e~, ~AU, OMOI".l Hawaii LOCATION
Waihee, Oahu, ,__ __ _.;.__;....,.. __ ;......___________ -_- c:.oNf,;:ii;Iou:_'$:_~----- _ , .. Type ol ~ring :f~~Mfto.,! ----- Diem.~-~"'----Tax Map Key: 4-7-06:
HAMMER: \40!_ Weight
Drop :?Ja··
SAMPLER: ·z'' 171.6-.M.- ~L.uNi rot!JT
----
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----
!!£.__
----p;
-I
----
12:£..__
---
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eND oF:.f'E:NEoiAAT•o..l e..-zo:r.s t;_ \'1.·lt·1~
*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.
20 -- Go e; I ±. -1(
Elev • ...:....-=-------- Datum --------
Drill Bit
Water Lever oo' I
Time~
Date I'L~II·1".>
~ ~
.; 8 8 &::i -..:u.: ~ s~ ~~ ~0: ~ ...
Cl :;,
I I I PENETRATION DA_TA
lllilmtallll co tJ r1 t-tl.!jo Li S , Penetration Teat 1 N (Biowa per foot) 0 10 20 30- 40
1/l .:;-
1" .o 1/ p.S
1/1 .s 1/ ~. s
l 1------+---+----t--+--+--tJJ o.s'
•! .c;'
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WALTER LUM ASSOCIATES, INC. · -I 303~ WAIALAE AVENUE • HONOLUlU, HAWAII 96816 • PHONE 737-7931
Boring Log .l"l\01?11-lGt 'l.~ ·CICIIla1IIGNO. Sheet No. of
PROJECT PARKLANE COUNTRY HOMES Driller·_w._L..UM A-s~oc.,,tl'lc--.- ·Date t7E;C.. 1 , I 't 1 "?
LOCATION Waihee, Oahu, Hawaii Field Party. M~1f;"- Olv\0"\ ''KAll .. ,. .
. coi:l'\'ti::tilou-s. . - '2" Tax Map Key: 4-7-06: 20 Type of Boring ·.rel-lf;I"e.!IO~ · - -Diem.
G. 'l 't '*• -HAMMER:
Elev. · Datum
\40¥ Drill Bit -·
Weight
I I I ~o··_-
Water Level TO·'/.'
I Drop Time -SAMPLER: .'l'' t'l AM .. ~I..Lh·lf I"OiN'f Date \'Z.·1·1?
PENETRATION DATA
i r!_t:' 0 ~ ~
li .lliimdald C:&N\IN \1 t S .; 0
~ ..! 1\7~ ~ c 13 2 . u ., .!? ~~ ....:u: ..c • , Penetration Test
""' .. .,.., ..,.., 'i ~ DESCRIPTION t Q.
~~ Q.
~»! cu &ui .. ~ ·- . E E ~0: ~== ' .I( ~Q. !!Q. CQ. N (Blows per foot) ., .. Jl ~ .. :§Jlo . E;L..E;.V.: G 'l t l c +~--t'..J-
c ::;) > 0 10 20 30 .co ~
-- w OF RO P? --
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eiJD or re:.JeT~AI~~ e '2.7 - IG%.s
1~·1· ~~
*Elevation estililated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.
303P WA.I.ALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737-7931
f!\.o:?l N~ ,., A_
-.. NO. · "-I ·Sheet No. of ----
__ ....;:..::.:......~--------------- Drill•r 'f./. t,..IJM A77lXJ .. IN.v. Date t?~-~- "1 il!jj?
Field Party IV\E:ie~, l<t..u , OMO~l . CONT• iOluo-...., . _ 'Z ..
Type of Boring · fbNf;;!f)b.·po~ Diam. --~----..;_ ____ _;;.;__ _ __:. _ _.: ____________ Elev. · GoO 1 i.. ~ Datum -------.---
D•ill Bit
r-~=-~-__,...------------- Water Level ~o..:r~~ufl..f-D
Time -... Dote· I t-"! · 1 ~
. . PENETRATION .DATA
0 ,; z c .. &~ 0. E .. I;!
Jl ~0..
.. litlmllmt- ca!o.lfiN~ot.iS ~ ..; Penetration Test 1 Gel! c o.. N (Blows per foot) > 0 10 20 30 40
~--+---r---+---+---+---1 ' r; -:s'+--- ... -
'?-J l,o'
L/ 1.0'
w f Cl f' r\ A. fl\1\.1• e:"' I
J---1---t---t--t-- -- . ~ ..J.-f---1---1--f-1/1 .0'
•I o.s.'
1/ 1·0
ll./ /.0 1/o .$ 1/1 0 '
1/ b.? ,,, .o·
' .... j,O
:-.----·-·------=--~------------------..,...---------------------------------
WALTER LUM ASSOCIATES, INC. . I 303P WAIALAE AVENUE • HONOLULU. HAWAII 96816 • PHONE 737-7931
Boring Log ?. ·rMDtMGt :8aR11119 NO. '2. S Sheet No. of ----
PROJECT ___ P_.ARKLANE ____ c_o_UNTR __ Y_H_O_ME_S ____ ...,--.,.....- Drilt.r _'N. L..UM A.;soc.,nJCi: Date Nov. ~o, ''7~ LOCATION __ ~W~a:.:i:;:h:.:e:.:e:;.;_ ,~O:.:a::;;h;.:.;u::.z.,, ...;H:;:a;:.;;w.:.:..::a.=i.:::::i. __ __._... _______ Field Party. M~7f:". OM0"-1 , KALl
- _ .::oiJfH'JiloO~ . '2." Tax Map Key: 4-7-06: 20 TvP. of Boring · P~:::l>iE;IJ3AI1otJ Dlam. __:..__;;;._ ___ _
_____ ....:;.;;:.::_;;,;;:::;._..:.,:.;:..::....;__;.__.:....;.. _______ Elev. -· __ S_'I..;_,' !-;....."* ___ ...._ ........ _
HAMMER: Datum -------
1 .. ·4· ·o· +I Drill Bit Weight, _ _.;;..;.~,--------------- ___ .....,..,......_...,.........,_ __ ....,... __ "-"T" __ -..----
:~o" · ·- Water Level +J ~ "; ·_ Drop Tlmo-. --.:._..;;..:...-.-.4---_~---+----+----
SAMPLER: :-z" t'IAM. ~l.UNI rouJT Dele;!.;•II:,_·~.:::O;....·i.:.;~:::.J...--....L..--....L..---'---
c
1 j ; - ·: ;§;&d
~ DESCRIPTION t .. . ~L..f;IJ. :..S,~'i-+ ~- . a
--0--
!::ND Of pE;,.l!:;fR._A.ftO...l e.. "ZS li-~O·B
~Elevation estimated from grading plan by Gray, Rliee & Assoc. dated 11-29-73.
---
;_
----
(.!E._
----
~~-
----~
----
'Z~_
..
~~ PENETRATION DATA
a. 'lllll!ldil!it co N ,, tJ l.lr IJ s 0 i E ~0
~ ~
~ l~ z J..; 0 jj : , Penetration Test .. u ..:~&: ~u: Q, Q. ~1.1 ~oe get! ~~ E -4=- E ~~ N (Blows per fool)
Jl ~D. ~ ~D. .. +1.~· . a ;:) > 0 10 20 30 40
'I .s· l/r . !)
1/! .o. 1> f,O I
v .;. 1/1 .o'
1---1---1---1--+--+--11 "1./1·0
1/1 .o'
~·"' 'Z. loO I
16---+--t-----.,..-..... ?ofa. ?.
HAMMe" t';ol.ltJc.~s
WALTER I.UM ASSOCIATES, INC. I 3030 WAIALAE AVENUE o HONOLULU. HAWAII 96816 • PHONE 737-7931
Boring Log "2.·G> - NO. -- · Sheet No. of ----
Drill•r ~ W· L.LlM ~c:,~oC...,II•lv. Dat_e _ ~~~- I'Z. ,I~ 1 '?
Field Party- ME:;ie:l', OMOP.\ 1 KAU _ co,OJr.rJLlo\15 'l"
Type of Boring. · fe~t<t" l\l10W Diam. -------
PROJECT _ ___:P:..:AR.:.._KLA_N_E_C_O_UN_T_R_Y_· _H_O_ME_s _____ _
LOCATION Waihee, Oahu, Hawaii
--------~~~~~~~~~~~~--------- 1o'~ ~ Elev • .;.·_.:...:;,._.:;:;_._ ____ _ Tax Map Key: 4-7-06: 20
Datum -------HAMMER:
l.4o·'*: Weight
Drop ~o·•
SAMPLER: 2" t71AM· t?JL.LI~ T
DESCRIPTION
E;.\..E:N ~ 1o '± ~ "*
-e~v of rtHf-T~t.nol'-l e. ,, • I'Z· I 'Z. • 1?
*Elevation esti~ted from grading plan oy Gray, Rliee & Assoc. dated 11-29-73.
(='OINT
tl~ ~ ~·
~ \--~ .t:. ii -4•
i E fo~
Jl . ""'"'=-00 -1-o.~
----
~ -....
---
I:£_
----
IS -----
.
Drill Bit
w.......... ..•. ,. Time - •
Date' 11.-1'2.·11:1
c t c3 2 °
u ...., ..:...: .. ou g~ H.,_ ~
~..: !!"' 0 ;:)
0 z .. ii E Jl
P~NETRATION DATA
- C.oNill•hl+Ll ~ , Penetration Test 1 N (Blows per foot) 0 1_0 20 30 40
·w- Of MD?
r
IJ ri---~11 o. S
,_.I 4/o . s·
,,~ .s' ~lo.S
j·.' t--+--,_-+--+---~
Ule "'% <{ ...l ~ l:lC
~
\
·. ·. "'' ··.
WALTER LUM ASSOCIATES, INC. I 300~ WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE ~7-7931
Boring Log , :I'M P; 1t•l6J
'I!IC:i1llW8 NO. · '2 1 Sheet No. of ----
PROJECT PARKLANE COUNTRY HOMES Driller .W.L:.LlM A~"$0().,11Jv. Date v-e-t:.. II, 1'\1?
Waihee, Oahu, Hawaii LOCATION
20
field Party . Mt-'ft.~, OMOI\1, KAU · ~- c.o~r.r:&IJoUs · · · · .., ..
Type »f Borin9 ·.:eei'IE;JFI.Il>I10t-l Diam. __ ....;'-;;,__ ___ _ Tax Map Key: 4-7-06:
HAMMER: ___ ..,......,,_......:.;;:::_;;;;~.....:.;~...;_-;__:_:...;..._;._ _____ Elev. --~;:;...;:;;&;...'..;;.t_-1<. ____ _
Datum-------
14-o• Drill Bit
Weight ---=~=---------------- Water levell:i0i!!A.-..ult.€0 .~0 ..
Drop
SAMPLER: '2." 1716-M. ~~..u~i po1~-lt
DESCRIPTION
.e.L~. ~ G.&'t.. 3. '-*
f:.N£7 Of pE;tJE:T~A'f&OiJ e z4-.i l'7.·11·7~
*Elevation estimated from grading plan by Gray, Rhee & Assoc. dated 11-29-73.
~ i:
0!
----
?_
----
I!£_
----1; -----
'ZO ,_ --..,..
-zs -
t a. E "l
Time -
Date !1.·11-:B
PENETRATION DATA a. _. c;.o..trn.h.Jtus 0 i E
~
z .. ~..; c3 ..
, Penetration Test c: c3 .. .. &u; ..,:y; ~..; a. -~ .. 0~ 8~ .. "!
E ~c. !.,_
~c. c:c. N (Biowa per foot) Jl ~
c:c. .. 0 :;) > 0 10 20 30 40
ll '1. 1.11'
? 1.o
7.1 j.O'
1--+--+--+--+--+---1 J ">t g, s·
"J/0· 5 ~ria~ s' .
3-l:L73
. . .,
ft\Rl<.I,.~Nf, · coUNiR"/ HOM€S
TABLE I~ - SUMMARY OF LABORATORY TEST RESULTS
BORING NO. SAMPLE NO. DEPTH BELOW SURFACE
DESCRIPTION
GRAIN-SIZE ANALYSIS (% Passing)
Sieve 1" 1/2" /14 /110 1120 /140 11100 11200
ATTERBERG LIHITS Air Dried or Natural Liquid Limit Plastic Limit Plasticity Index
Dilatancy Toughness Dry S t teng th
UNIFIED SOIL CLASSIFICATION
APPARENT SPECIFIC GRAVITY
CBR TEST (Surcharge-51 P.S.F.) Molding Moisture, % Molding Dry Density, P.C.F. Swell upon saturation, % CBR at 0.1" Penetration
MOISTURE-DENSITY RELATIONS OF SOILS (AASHO T~180-73I, Method_) Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) Optimum Moisture (%)
REMARKS:
Date \-'?-14 By ~r.
~ e l\Of' ~
!;'·1'
G'f<A'/ OR(::>ANIC--
C..\.~~ & ?IY:~
N~iuAAL..
"' 4; ~
M~Q. ~GUIO(.
M GOllA IV\ ~\..IC:>\-11-M~·
0~
4
?I.AI<-fb.C:~
f?RDWN ~LA~~ ~11.4
~I)..\ URAL. \O'l. s-it
I
4-E>
1'-A~ ... G.UI~ M~OIIJII/\
2q~~!·MW
""'"
41.0
0.9 \O.J
; ~
1'-'l.~ ?;t<A..'{ ORbANIC.I C.I.A"/~ ~ SI\..1S
N~\'Uf(A~
.f>~ 4w 4~
M.E-0\UM MeOIUM M~P!UtJ\
OI-l
WALTER LUM ASSOCIATES, INC. I CIVIL, STRUCTURAL, SOILS EN~INEERS I
>~ ••••
3-l:G73
TABLE I t)_ - SUMMARY OF LABORATORY TEST RESULTS
BORING NO. SAMPLE NO. DEPTH BELOW SURFACE
DESCRIPTION
GRAIN-SIZE ANALYSIS (% Passing)
Sieve 1" 1/2" 114 1110 1120 1140 11100 11200
ATTERBERG LIHITS Air Dried or Natural Liquid Limit Plastic Limit Plasticity Index
Dilatancy Toughness Dry Strength
UNIFIED SOIL CLASSIFICATION
APPARENT SPECIFIC GRAVITY
CBR TEST (Surcharge-51 P.S.F.) Molding Moisture, % Molding Dry Density, P.C.F. Swell upon saturation, % CBR at 0.1" Penetration
MOISTURE-DENSITY RELATIONS· OF SOILS (AASHO T-180-73I, Method_) Dry to Wet or Wet to Dry Max. Dry Density (P.C.F.) Optimum Moisture (%)
REMARKS:
By
.~ (?
4.~' .. (pl f:R)SI"' ORC:I~N lv C-\A'f~ fi f:.l\...1'~ jj( f1~'S-T2 o£ !'~\
.. b'?.
MEJ)lUW\
7t.lb\lf·IYIW. t,\..\~\o\'f
OH·f!
v C.. (')of)
10'-n.:,•
b~b.'f O~N!(.I
2to.NO::[ ~1\..l
tv\ ~2." GIU I~ ?\...lb\4-i·~. ?\...\6\11
(p
c. ~TM-) \0'-1\.S'
CPR.b.i·~t4 ?1\...~ ~A~l2 (oci> wt. '7.)
!00
J1.b
.. Sf\/\
(..
€. '2.0'- 'Z \, S> '
GR. b.'! OR6ANiv
G\A~2 ~ ~1\;t~
M t;Q. - Q u I (A(_
l'J\~OIIJM SL16~1-MED.
WALTER LUM ASSOCIATES, INC. B -CIVIl, STRUCTURAl. SOilS E!':G~~ I
-- - --- ---- ~
!
·------1 MH & OH
!
. ! ._.___....,..__.,;..-____ ... -----;------- - -
I ---·---- _j
Liquid Limit
P L A S T I C I T Y CHART
1-~Jft._PJ..._·~---------------------------~
e 0 JJ f.;rl ,,.,., T"i' ..... ~-L
OJ!.!IIIIIIIIIIIIIIIII!I!!IIIIIIII
~0 ..-4
~ (\j I'll
~ (;)
..-1
..c ..., otSl I I ~ Ill! Ill I I 1111111111\1111
-I .._,. I'll
1! 0
.:l o: itlltLLJJW Jltttl lt!JIIlilllll s::
•r-i
s:: 0
..-1 .... 0 Cl)
:j o .' bH+H+++++-1-H++H+HHIHffi cu
t::l
!()0
5-1273 Load in P.S.F. STRUCTURAL & SOIL ENGINEERS
:· ~-~
-
:§' o.10n n-rrr:TIIIlntHIWltlU!IIrn+ ~ t1l Cll
Cll (I)
.!:: {.)
~ H
~ ..-.!
~ 0
..-.! .u t1l
"1:1 ..-.! .-t 0
~· 0
t.)
t' ~·'1 I I 11111111 i IIIIi ilillllllll
6-1273
e Ci>
Time in Minutes
CBR TEST I
PROJECT• lf'ARK CANt: GOU NTRj 140M€.~
LOCATION•
SAMPLE NO: - ·4-?IA~FAc.€--
SAMPLE DESCRIPTION:~ .. e~<owN o .... A'( 'E.'J SIL-J
500
4!50
40o
3X>
..JCXJ
f/)
e !:2;50 0 c( 0 ..J 200
1.50
.-----~ ~
~ ~
1\\~TRA h"IDtJ-:.1
/ i?IR ~c , 2." Pt=
r'-
(00 b R@ o.1· ~NEl RATIO~ 'oX .. 10.7 \ :. 10
v I
!50 v 0 0.1 0.2 Q3 0.4
PENETRATION (INCHES)
TEST RESULTS•
MOLDING MOISTURE,%. 4 7. 0
MOLDING DRY DENSITY, P.C.F._7_.3_. '-;;_? __
CBR @ 0.111
PENETRATION I 0.1 ---'-----'---'-'-'--
OA'f? ';,0~~€.0 5
DATE \·'LJ4 BY _ __:E::::;_;__;_rY\.:.___ __
DATE \· ?>·14- BY __ J.,_S_. ___ _
__..,
o/,!]: Jl,5
0.5
CBR PENETRATION DATA
PENETRATION LOAD LOAD (INCHES) (LBSJ (PSI)
0.025 qo 30 0;05 0 ISO lDD 0.0 7 5 '2150 68 0.100 32.0 107 0.1 2 8 3BO 12.1 0.15 0 430 143 0.1 7 8 480 /toO 0.200 !320 173 0.28 0 5b0 187 o.soo to/0 205 0,'88 0 ~50 2.17 0.400 /00 1..:3': '' 0.45 0 7:30 24$ 0.5 00 770 2.57
AGGREGATE '/4" fo..1/rJLi5
HAMME.R WEIGHT I Q !J;?<
HAMMER DROP /6 I W·
No. OF BLOWS 5b!J.AY~'\ No. OF LAYERS--=!)'-----
WALTER LUM ASSOCIATES, INC. I CIVIL, STRUCTURAL, SOILS ENGINEER~ I
LOGS OF BDRlNGS
FROM
"PROPOSED SUED IV IS ION (10± ACRES) II
DATED DECEMBER 4, 1970
AND
UPDATED REPORT, "PROPOSED PD-HOUSING PARKLANE COUNTRY HOMES"
DATED MARCH 1, 1973
e
,·,:-: ...
•
•
WALTER LUM ASSOCIATES I 3()3_0 WA.I.ALAE AVENUE • HONO_LULU. HAWA.II 96!116 • PHONE 737·7931
BORING NO. Sheet No. of ---.,.-
Driller 'tJAL'TE.f', LUi"1 A.'7'70 (.... Date OC.T . .r:>,i4-~ iS, i'.l70 .
Boring Log
PROJECT PROPOSED SUBDIVISION (10+ Acres)
Field Party GLOf'../ , P-..'7A.TO AUGEf\(MO!?IlE.) 4-" _ Type of Boring _13- 40 L Diem. __ --;,._....-__ _
LOCATION Waihee, Koolaupoko, Oahu, Hawaii
Tax Map Key: 4-7-06: 20 Elev. ---------Drill Bit T (. 01\fl..(,
Water Level i4.S lo,S'
Datum -------HAMMER:
Weight \4011 30" Drop Z" t, - ~t" 0 D. THIN WALL TUL:>E. Time ?J·.·;,o f'M (O:OOAM
SAMPLER:
~ ·~
~~l :5J!o
(HH)
MH
'7M
'2." '"'.,_ - '2" '>iANDA"D ';;>F'Lii
~ DESCRIPTION
.. ..<:. Q. Q. E .. ..
Oc .,
':?TIFF, MOTTL.E..D ~!\OWN,
CLA.1E.i '?ILT ""/1\00T?j GI\~VE.L. CO!!>e>LE.. OR. MULDE.. I'.
TAN, DE..COJvlPo?E.D ~OCK.
(C.I\U?HE.? To ?it. 1"1 '?AI--117)
Tt>.N eJ1-0WN,
DE.C.DMPO'>f.D F\OCJ<..
MtDIUM, MOTILE..D DARK I!>MWN,
CL~"1t1 'JILl ""'/DE.C... "'OC.K '
Gf'..I>.'JC..L
MOTILE.D BMWN i GF--1>..7 DI:C.Ot-1 r.o:,e.D 1'\.0C.I', W/'7AND,
Gr.AVE.L. i TI\1\C:E. OF C:.l\A1 C.LA '/
MOTT l.E.D 'bf'..OWN, G~A.VE..L ~ DE..C..OMPO'>E...t? i',Ov\.C.. ""/ C.LA'1E..'"t '71L1
LOOSE, 1"\0TILED BROWN
. DECOMPOSED ROCK. ~
GR.A.Vtl W/ BROWN
CLAYEY SILT
·sTIFF, MoT1LED BROVJN
CLf\Y t.y ~I L T W/
DECOMPOSED ROC\<.
.1'\DT~·.
10-9"70 \0·14-70
DRlLl.E.tJ 10 1\.5' MOIJE.D ~· ,A.._tlD DRILLE-D TO 41 . .5'
\0 -I !:I· 70 C.Of.ITI NUED FROI\\ 41.5' To ~1.5'
E~D OF BORING Gil "1.5'
? f'OOI'·l Date I 0 ·d)· 1 o lo -t4·70
PENETRATION DATA ci
I 0 c E Standard '2." o.o. 2 0 :;; z .. ..: 0 .. u .. Penetration Test "THil-l Wb.l..L.. .. Q . u fju,; ...:u.: ..<:. •
Q. "~ .,..,
TUI!>f. QU g~ .. "! E G>A. -~ cP ~.;: N (Blows pe·r foot) -~ ~A. CCI.
Jl .. ;:: Q ;:) > 0 10 20 30 40 '6Low?/o.r:;,
1-/11.. 40
{.\
0 \ -lb 52... C,B 4/':7 .
<ijS ID~
'h ...
.. 1:,
0 1- c. 5q G./ f, dJjS
~i,
1- D 54-5b LL~ ~
PL-::.
H .. 49
)- F- (,O
,,, > <J
1-G f,O
70
n\ 1-H 55
i
{<\
1-I bO
i)}, I
0 . 1-J"
WALTER LUM ASSOCIATES I 3030 WAIALAE AVENUE • HONOLULU, HAWA.II 96816 • PHONE 737-7931
Boring Log BORING NO. \ (::... Sheet No. ---,--- o( · -._,-,.,.,..,....,.,.,..
Driller W.A._LTE..p._ LllM ,A,'J'JOG. Date OC.."L)c .·.')_"1,:\ ·.'I::
Field Party __ ?_H_u_i'""_•A._~_E.._"----"'·'''-· ..;..._~-----
PROJECT __ ~P~~~O~P_O~SE_D __ S_UB __ D_I_V_IS_I_O_N~(~l~O+=-A~c_r_e_s~)--
LOCA TION _..:,W:..:a::i:.:.h:.:e:.:e::..;,~Ko.:::..:o:..:l:.:a:.:u::!:p:..:o:..:k:.:o:....:,~O:..:ah=-:u:...,:.....:.H:.:a:;..:.w:..:a:.:i:..:i=-..._ T Ma K 4 7 06 20 Type .• 1 Boro·ng t-\AND ALlGE-~ '0"' .~4''
ax p _ey: - - : v
ollr,:;, .,., __ .;..._ ___ _
Elev. -.,..---------Drill Bit
Datum-------HAMMER:
::i:,_h_t·~~~~~~~~~~-=--=--=-~~~-=-~~~~-=-~~~~~~~~~~~~~-= -w-at.._er_._Le_Ti:-:-:_-._-.:::o-=_~-,'-·-:_-:_:t~-:_-:_-:_-:_-:_.,..11--:_. -:_-:_-:_-:_~r~l----_-_-_-_"""t:_-:_-:_-=_-:_-
SAMPLER:____________________ Date _,1.;;.0_·#);...·...;1.;;.0_. ___ ..&. __ __,.._.&.. __ __.. __ _
OH
OH
DESCRIPTION
~OFT I DA.F-.I'Io. 6RA.1- E>L...A.CK
01\G.A.NIC CLA'"/ ( PE.Ai'f)
~OF"T, DA~I<. C:.I\A'f 01\u.O..N IC GL..f>.. '/ (M UC.I<.)
"-'/ :,Afo.!D 1 C.~A.VE..L...
t..ND Of PO~ING ~ ~I
~ t -a Ci.
E' .. Jl Oo
s_
.
ci z . 0::: .. .. ..:
Ci. Q .•
E ~~ .. "'
.: 0::: 0
1.1
!' ~ 3:: ...
.
10? L..l. -~ 1"1.. ':.
B<, L.l. .,.
Pt..:
' PENETRATION DATA ri
I E ~ Standard
5~ 13 .. .. Penetration Test ...:U.: ..<:; • .,..,
QU g'4 .. "! ~.,.: l!! ... 0::: ... N (Blows per foot) . ..
Q ::::0 > 0 10 20 30 40
-Ill 4-{,
-a c. 44
e
WALTER LUM ASSOCIATES I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 o PHONE 737-7931
Boring Log 3 BORING NO. !\h.eet No. ---,--"-- of -"'-'''·---
PROJECT PROPOSED SUBDIVISION (10+ Acres) Driller .'NAL1E-jZ., L..UM A.'?'?OC,. Date cc.-r .. ~,·;)_, \4)7l) \:J?f l).
LOCATION Waihee, Koolaupo_ko, Oahu, Hawaii Field Party GLOP-./ , A.'?A. 'TO HA.ND A.UGE..P.. 4'~•
______ T.=..::a:::x:.....:.M::a:,~P:.....:K:..:e::.Y,_ . .:.:_..:4...;""..:7_-..:0::..;6::.:..: --=2~0 ______ Type or Boring Oren>.. ":'.~ ... -....:..-----Datum-------HAMMER: Elev. -------------
1 AQ Drill Bit
Weight,_...:.....;,"T'_;_ ______________ ------:----.-----.-----,-----.----30" Water Level_.:.o_. '2..:.'-+---+----J---+-----
Drop To'me 1o:oo t>.M 'Z." '? • ~·· 0-D. TI-!IN WALL lUe>E..
SAMPLER: 'Z." "" • 'Z. .. 7T.I>..ND.I>..!Z-.D .,PL.Ii ?PooN Dilte ..:.'o=..·...;'?-;.;o;..·_•o;;....~. ___ -'----"----'----
PENETRATION DATA ci.
c: 0 ~ E· S.ta:ndard I 'Z."O.D.
.2 0 ~
c ~ z .. .. ~ c: 0 ~ . u ., Penetration Tell THIN Wf>.:.L.-..
'0 .!! .. .. ~~
u ...:~ z:· .,"'; en"':
~=::5 OESCRIPTIO.N -= a. a. ~# QU !ju? .. "! 'TUBE.
a. E E ~..: 1i a. N (Biowl per fool) " Jll Jll ~ c:a.
e>L..OW?/0.~ ::l.l!u De Q ::l > 0 10 20 30 40 IAJA'f~lt
70F1, 101\0WN ~~ \1 1\ OP,.C2 PI.NIC. MPI.TTE.R (F.ooi7) ~ I
'l.."t, ;~~~ ?J-A. % 65 52. uo MO PU.,H/1-~ LL"" 104
:OOFT, GF.I>.."'' !!>!\OWN, / PL.:. 41
OH ORC.ANIC.. ':71L1'? ~ CL..A."17 s_ ·i~;· ,..< - • -
( t,LIC:o Hil..j l"E.A.T't) -'2:? ~-e q3 154- 37 2J,( IGO f'U?Hj'Z..O
l:= i
:;:
DE.C.Ol-"1 PO?E.D WOOD w; l4 ~ OR6A.NIC.. t:IIL1'1 CL.A."'' I.!£_
~~" . ~OFT I Gi'-1>.."1 eF..OWt-.1, ~"" ~~·
'?l·C cp 7C:> 5,5 '130 250 f'U?H/ 'Z.. 0
(a H) O"GA.NlC. '71L1"1 ' CLA.'i'J ' .
Wj'?A.ND . ~ .. ~~~l
?OFT, G.l\A."' O~C.AI .. HC. ·~-- ~f 7./~· '2"? ~-0 102. 'b\ 5G. 830 3b0 l/.'i> 'l..jo;.; OH ':1A.ND'i CLA"t L.L. ~ #)0
•'1.-/~:f:. fl.~ 4-S /~
~ ~ v
':>TiFF, E!>~owN GPo. A. '1 ~~:::-.· OH ORGA.NIC C.L.A./ W/7A.ND
""Z."t, ~' '?>·E. fc1 4'Za 100 4-/5' (,j5' 8/4 8/f' ~ . 114- 70 ..
7."?? f.-:. I-
'?l·F FRAG ME.» I • 1i ii - - - 24/?; DE..C.OMPO~E.D ~OC.I<. . E.Nil OF E>Of?..l"'-lu ~ 7.-z..e'
WALTER LUM ASSOCIATES I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96B16 • PHONE 737-7931
- PROJECT PROPOSED SUBDIVISION (10+ Acres) Boring Log
BORING NO. 4- Sheet No. ---- of ''.-.·-...,.,..,.,.._
-_....;:,.......;....:.... _________ ..:....-==----_;_ __ Driller W A.L TE..i\ LU M A. '7 t;Ov, Date OC-T ,,· ~ ~ , I 0 +:_:7,( __;__.....::...~ ~-' .. :,..;.;.~.;.;.,, .. LOCATION Waihee, Koo~aupoko, Oahu, Hawaii
Tax 11ap Key: 4-7-06: 20
Field Party ? U 1.UI<. I 1 G L.O!\ "1 -..:......:......:....--:.--~~:...,_-..:._ __ _.:;.._____ A.UG""-. 1 r-1oea .. e..) 'Lj.."
Type ol Baring '·"' \ Z:> • ~0 ! .t)'tjJTr, .....,.,.,_-·-· .,;..· ----"-''''
HAMMER:
Weight 140~
Drop ~0"
Elev. P•rum
Drill Bit T C DKA.G
Water Level Z8.o 24.5' Time 'Z.'Z.Of'M q:30 ANI
SAMPLER: Z" ':71A.NDAF-.D ~FLIT i:JPOON Date IQ-'Z:'J-10 10-2"-70
-PENET~ATION DATA
1: t Standard I .!:! 0 c 0 ~
c; ~ z .. u .. ~ 1: 0 .. .. Penetration Test
"'C .~ .. .. .. ...: u iu.; ...:u.: .c: • DESCRIPTION
.,.., ~=i -= 'ii 'ii ~4 ~Ill au ~~ "'"' i E E 31>. ~0.: ):!!>. 1:10. N (Blows per f1111t)
Jl .. ~ .. ::l~U Oa en Q ::I > 0 10 20 30 40
e,p..owN 1
?IL1"1 C.i-/>..'f v.J/ ~ ~ 11\II.C.f.? OF ?A.ND ·~~
J?l?ll MOT11..E.D ~I\O't-JN. I ~~~ ~\l-1"1 Ct..,._'i . ..,/iF..!I..C.C.h oF s_ f~
DE.(;OM PO?E,..D MC.I(,' GI'A'JE.t. .~' I ~
IA..N, :t..P·:"f E. 'i ?it.. I W/ ""!J 'T ~14-C.E.? OF DE.COMPO~E.i/ .jl.
e i\Ovl<.
~II :!.2.__ 1: . ii
,, ' ·I
<I I·
li·/ I .. ;y· ~I~ , l ·" 1 I ' I ~ li ., II
llU< 4·A C:.O IS_ - - - - I '.:>"TIFF, MOTTLE.D El~OWN '
MH Ct..P\'/E. "'/ ~IL..T ""/ i~AC.E.'/ ji . -!.;,; OF FINE, ?AND • ,, .
DE.C.OM f'O?E..D Fo-oc.r.. II .•
H 1zo .
; . ji
ii~ 1: il .. [
H w~ ·tt-·-,,~ ~: \O·'LG.·7
il ' 1
ZL + .: ii ·._ :! • ll ,,
·jiQ
jf'·,·~ ii ' -~~ :•
il lt :: e :,11f'F, MO"TTLE.D Eli\owN, .~
ji. ~ ~I !i U, ..
((::.M) Cl..A"iE.1 -;,,L. i ' rj ~~ 4-e, 5~ - ] li; II - - - -
!IE.C.0~1f'O~E.D f\OC.K 'fGM\JE.L o1 II f.--
\::ND OF BoRING Gl :31.5'
;....,.:-
WALTER LUM ASSOCIATES I 3030 WAIALAE AVENU.E • HONOLULU, HAWAII 96816 • PHONE 7~931
Boring Log PROJECT PRQPQSED SUBDIVISION (10+ Acres)
LOCATION Waihee, Koolaupoko, Oahu, Hawaii
Tax Ma:p Key: 4-7-06: 20
BORING NO. 5 Sheet No. '· ~f ..;._ __ _
Driller WAL.,l'E.r\ LUM A.'J';;00. Date,,-:<)c.:r,·z:o ~ 2.1, i-:l10
Field Party GLO"' 'i , A7J2-,\-:'u ,.
Type .,, Boring ;..:"-,NV "'-USE-r<. . 4-" o;'am. __ __:. ____ _
HAMMER: Elev. ---------t ~~~
Datum -------
Weight __ l_o __ '?_L._E.._D_e:._E-.....__H_A_M_M_.;;;;e:.,;..."------- -------.....------.----.----,----wate_r Level 0. -:,' 0. 3'
DroP-----~-------------- Time ?J:4E>PM 'Z,·.oof'M
SAMPLER: ___ '2..=;..."...;0;;. . .;;;.D_i'-'H"'-_ :.;.I N~W.:..:..;.A...;.;:;.L~L......:.T..;;U;..;e,;;..,:E.~------- Date \O·'ZO· 1 o 10 • ~~ ·10
OH
DESCRIPTION
::,oFT, 1:>1\0W N, O"GANIC..
MP..T'TE.f\ ""/11\AC.E.? OF
Ol\uANrc. c.t..A-'1 T GP-A\IE-L
50F-i, GF-.A"t ; ~1"-0WI-l, 01'-.GANIC O._P,."'J
""/ 01\GAI-IIC, MATTE.."-
~OFi' E>P.,OWN f C:,f\A"'( I
01\C::.ANIC. C.I..A'1 Wjt,AND
("1l.IC"'HTI.."1 FE.I\.1"1)
::JE.N~E..
S.:..ND 1 GI\,0.,\/E.L ""/
Gf<.A'I ':>IL-1'1 CLA't
' E.N D 0 F- f:,Df'...II4G. 2 IS
/ ~ -= a. ..
Oa
;_
I!.Q___
IS_
.
ci .; z ~ 0::
..!! .. .. ..: a. ii. a· E E .I.! Jl Jl ~A.
~ ~
~ 0 .. v .. 0 ~..; v ~j .:U.:
!.# &~ ~..:
G.l~
~ l!CI. fiiA.
Q :I >
';C..O 'Z.OO
3G.O 100
PENETRATION DATA
Standard l ro* ?LEDGE-Penetration Teat Hllo.t1 ME. I\
N (Blows per foot) o to 20 30 .co o1..ow? jo . .;
fU~I-Ij.!:>
lj.s' t;.:;
l'U?H I \.0
'/ ;'
\4/; 7Aj.5
WALTER LUM ASSOCIATES I 3030 WAIALAE AVE.NUE • HONOLULU, HAWAII 96816 • PHONE 73_7-7931
Boring Log '701.1~t'IN(:o ~ ~NO. Sheet No.---- of'""'<'-......,..,.,._,....,
PROJECT PROPOSED SUBDIVISION (10+ Acres) Driller 'NA.L.1E.I\ LLIM A.'l'IO~. Dat_e NOV. ?._.~,, 11)1_~, ):.\,o-·~· "! '•;'
LOCATION Waihee, Koolaupoko, Oahu, Hawaii C.ONTIMUOU'>
Field Party G LO ~ '1 , ~A~ U
------=T.::a;.:;J{:.....:Ma.=.~p;......:K:.:.e::.y.t....:..:_.....;4:....-.....;7;...-.....;0;.;6=-:..: --=2.:::0..,...------ Type of Boring PE.NE.>"-A.iiOt-1
t)~,\llll -------HAMMER: Elev. ----------Drill Bil
Weight_~l4-----:a-~-------------- -------,.--.-----T""----.----....---~0.. Wat~Jr Level-+0- F>'
DrOP--~-------------------- Time;...l::.l:.....;~;.;o_A_M~----r---+----+----SAMPLER: 2" DIA.. f)l.UNT ~OINT Date .:.;11:....·..:;'7.;.;:4-_·.:.;1o;.J... ___ ...._ __ _,_ __ _.~;..._ __
DESCRIPTION
ci z .. ii E Jl
i..: i~
.: c
c3 !., ~
ci. E 0
.; u ~j ..:u.:
!S"i ~..: ~c.
Cl ;::)
PENETRATION DATA
~ s:sndaHI c.oNTINtou~ .. " Penetration Test .r:: • ..,.., -~ cc. N (Blows per foot) .. > 0 10 20 30 40
, '
1--+--+---J---+--11--1 0 !>L.OW7 1•5'
LJ lfi •~ "''' o'
-ot E ~,_o foJ fl .o· 1--1---t--t--+--+--1"1[ ~ ~LO\ ~/I~,
-4 BlOI 5/ t.o·
WALTER LUM ASSOCIATES I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE 737.79Vo
Boring Log PROJECT __ ___;P;_;R._.O~_P_O...;.S_ED_S;_U_B_D_I_V_I_S_IO_N_(;....l_O=+,_A_c_r_e_s~)
BORING NO. __ l_:_. __ Sheet No.----:- of ..,.._-_,."..,..
Driller Wt>.L.."TS:..R LU}-,.1 J..i-;1-,D(.,_ Date .-:.;N:...:.('C'-",j.;... _..·7.;.1:.,;.;_. •;;_-c ....;i'..:.i..:.-1~D __
LCCATION __ ......;.W;.;:a::.::i::.::h::..:e:;.e:;..Lt"'"-:..:K;;:;o.:;o.:;l;.;:a::..:u:i.!p._o:..k:.:o~,_.;;:O.:;a::.h:..;u:.:,:.......:H::.a::.w::.a::.::.i.;:...i Field Partv-...:G:;:L..;;:;~...:.J:.;,/..:..D..:..•_..:..l<.:::A:..:K...:'.:::U:;._, .. -""-'''_,...........,.._-~-,.----'-
-----'--......::T:.!a:.::x:!-..!M:.:a:::.Pt:.....~K:::e:.zy...::~....;4;:..-.....:..7-...::::0..:::6:..::_:2:..::0:..,_"----'--- Type ol Boring _,.t::.A::.;•d:.;.;:'-"'~~;I:-f'<-::....:..-...;;·""-':....·- Dt~:- ---~----Datum __ __;;::-:;;-:;;-:;;-__ _
HAMMER: Elev·---------VVeight __ ~l~~~o~i--------~----------- ~D~rii~I-~Bi~t~::::::~::::::-r---~,---~-----
30,. Water Levei_+:_:0~-5~--I------+----+-------+----Drop'---~~~~--------------------
SAMPLER: ____ 1.:.."...:0;.;.-D::..:... . ..J.TI-1:..:.1:.:-;~~W;.:;.~..:;;L:-;::t-;.;.I..:.U~'D:;;;,;·'i:-:::;.... ____ _
DESCRIPTION
VERI <Oofi, B~OW!-1, ~tC. C..U.."1E-'f <Stl L-T ~ ~OOT~
v~RY ~OF1, ~RA'/ ~ B~~ ORGANIC. - l'IIUC.\(
PEfo...T
L..OO<f:=>e.., ~~WN <OIL-1'1 GAAVEL W/ S>"-NO ~ ~ OF ~N. CJ....A'f
.
0 z .. i5. E cl!
Time_:..:----+-----+---------+----+---Date l \ = '2.1-11)
PENETRATION DATA
Stan:dard I '2" 0. D. Penetration Test 1'\-llf-.l WAL.\.
iU!!!>S. ~t4f'"....v<
N (Biowi per foot) 0 . 10 20 30 ~ e;..ow~; o. b
PU~~ ' '2.0
r-----------------~~~--------------------------------~--~----~--------·------~
WALTER LUM ASSOCIATES I 3030 WAIALAE AVENUE • HONOLULU, HAWAII 96816 • PHONE J33:793J,
Elev.
Drill Bit \.C... DRAC:i
Water Level :,.o'
HAMMER: Weight._~I4-_;_0 __ il-___________________ ----------:-----r------r---~---.,-
~o" Drop'------~~~~~~~~~~~~~------'2." t, - '2." O. p. 11-PN WA.L.:L. iue.e...
SAMPLER: ___ ..;'Z:..'-· "~"~·.....;":..'-' ..:"..:i...:.A;.:.N.;.;;D.;;.A;.:.~.;.;D;.......;.?...:.P...=L.....:.Ii.;.......;..,...:.P..;.o...:.o_~-o~.;..... __ _
lsM)
DESCRIPTION
'70PT, !>~'.OWN,
'?IL.."f'i C.L-A'i W/O~(.t>.N.IC. MAT.
'?OFT, MOlT L.E.Q e,f'-0\I.JI-' ,¢ GR""f ClAY W/ Roo\5 (~L\GI~TL'{ CR.c.\1-{IC.)
t,Ol'j, e.l\oWH, CI...A'{ W/ 'TRA.CE:5 OF SmD { GRAVE\. (.'5UGI\iLY OR.G~IIItc.)
WE.A.n-IE."E.D ~ DE..COM PO 'JE-D "OC.I<. 'N/ Ti<..AJ:.CS OF 6f<OW ~ o...A.Y
ci z .. c: .. cgy,;
a. ~Co.! E ~Q. Jl
15_ 1."t,;
~ }~ '1."7? [] ~ -E.
Time 1\'.~0AM
Date
~ 0 v
~cl! ~
11 {,!;>
7..1
11--'2.!:>-10
-·
,; iu; QV ~..:
Q
ci E .. ~ .. .. ..:u.: .I:.~ "'··• sui u"!
C:Q. c:Q. .. :;, >
rz.oo 1140 11..4-0 '\'\0 51.~0
l400
PENETRATION DATA
Standard Penetration Test
N (Blows per foot) 0 10 20 30 40
'2."0·D· 1HIN WAL-L. lUI!> E..
1-lA.ND PU7Hj.~ · 1/.S' lj.~
I
]
14-o• '~>·Jl/ ?'
1/J·~·
l==t:=:t==:t==t:=::::::l ?J ?J / ?J ~AMMe..tz..
e;,ouNC.E.';
WALTER LUM ASSOCIATES I 3030 WAIALAE AVENUE • HONOLULU. HAWAII 96816 • PHONE 737-7931-
Boring Log PROJECT PROPOSED SUBDIVISION (10+ Acres)
LOCATION Waihee, Koolaupoko, Oahu,· Hawaii
Tax Map Key: 4~7-06: 20
?OUNDIN~ aeiln•ct NO. \0 Sheer No. ----.··'~f ..........----...,...,.. Driller WA.I..iE.F. l..UI"'\ A.'-JtJ00. Dare NO_}· '-z. ~-:. {~1 0
Field Party GI..O~"f ' K.A..Kt.l ... ,. C.0>4"\'IHIJO!.l'>. ,,_, •. 7."
Type of Boring PE.1--\E.T".C..TI 0 t'. ~!.0!11· --~-----Datum ___ ......,...,..... __
HAMMER: E1""· - ........ -------
1 011 7 \...~ DG E. 1-1 A. M M E,Fo, uD'r::::in~a:;'_:=~;::::::;::==--r-----r-----:----Weight __ _.....~....,...------------"~- _
Water Level O. 5>' 't Drop --~~~--+~--~----~--
Time 'Z,: 00 f'M
SAMPLER: "A." SIZE. Roo::. (!o/e/' (j_lJ) 0,,. .:..;ll_--z..;;.~.;......;-1~o_._ __ __,.._ __ ~-..,..,.,__..---
. Dl'.li..I.E.I\? DESCRIPTION
?OFi, l!l"'-OW~. QP,.(:,A~ICJ 0LA'1E.'1 -?IL..i
~ rt-OO"T?
END Of PE.NE.ii\AiiON@.. 11.&
-
IS_
PENETRATION DATA ci. ' ::5taacblrd: c-o ~i 1 N iu" 0 c E
~ 0 z . ,; u .. <: 0 CD
CD &~ u <: • ..:U.: ~..; Penetration Test
CD"': "ii ~I.! !oe ou <: • it~ o"! E ~CL ~..: l;!CL <:C. N (Blows per foot)
~ ~ .. 0 :I > 0 10 20 30 40
H 1'4D Pl ';>1-1 1"Z.s·
--· ...., :.;:: \0~ <?LE.D&E,
HA.MMC..F..
ln_ f----1
u-_r
1----1----1~--~---~--+----1
1'---'
-
~~~ lt.:;
r-----------------------------~----------------~--------------------~
WALTER LUM ASSOCIATES I 3030 WAIALAE AVENUE o HONOLULU. HAWAII 96816 • PHONE 737-7931
Boring Log '>OUNI>IH(:, II ~NO. --------- Sheet No. of
PROJECT PROPOSED SUBDIVISION (10+ Acres) Driller \IJf:a..l.,iE.P.. L.UM f:>....""'OC, Date NO I./. 1..;' I "110 -
Field Party G l..O p.. ""/ LOCATION Waihee, Koolaupoko, Oahu, Hawaii C.014'fllol1.10U'>
_...___,_..,. ___ ....;T:..:::a~x~Ma:::::.aP::......;K::e::::.z.y..:: _ _:4::...-~7--..:::0;.::6~::........;2::.0:!------- Type ot Boring f'£..,~L J"-to."T•cN.
HAMMER: Weight 10* ~L-E..PI?E: 1-\f.\1<\MER
Drop~----~~-----------------------------SAMPLER: __ ....~"A:;lo..· ·_• .::::.~..::'z;;;.lii~.__.:.;:R~o;.~:::D:.:::S:..-~(I:...:sl~e;:."...::O~.pt::.:.-..:R.o~D:..::~l,l) ___ _
""-11..1-F.A'l DESCRIPTION
t,opr. o"e:.A.r41C:. CI..A'iE.'i '?11..1 ~ P.,OOT"
;_
.
0 z
i ~
Elev. ----------Drill Bit
--------~-----r--·······------:-----Water Level 0 · ,. :!:.
-~~-+------~-----4------+------Time -:>:4? AM
Dete il-'l.'>·10
PENETRATION DATA
t ~ ... ~CONTINUt'> 0 J..; d jj u Penetration Test
~.:&: ~
8"' II .. "! ~# t':..: ca. N (Blows per foot) c"- ..
Q :::1 > 0 10 20 30 40
I ;I I
-~\
\\ t.
·. ·, \
\ \\. \,\,
· .. '. ·~ ..
'' \
\ \, \
\ \
~·,
~
\ \
· .. ~
\
'\ \. \ \\ \;'
\ \\
\ \
.\ . \
\ \
\~ ;
\. \
\·
\
, ..
-----.----~-c-~ ~~---~-
...{,'/
0 I
~
I '
/
/.
•.
I
I I
,.
{
< ......
-~-., -----·
I \ij~
~ \'
- 0 \
i l I I I I l l I . I
~:\ ,,
I \
;:;,
'; ·, \ \
I \
·. ::~.
\·, '"
':'
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I \\ \ \\ '.
4.
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tl Q
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.{ ~~-
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+ +
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tl~
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a
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~--
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' ~~
-""-0
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.. -·-····-l-!""-..... -... .. .....,.
-/:::-
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------
=-=:
:------
·-· -.-
-
LIMITATIONS
In general, soil formations are commonly erratic and rarely uniformor
regular. The boring logs indicate tbe approximate subsurface soil
conditions encountered only at the drill holes where the borings were
made at the times designated on the logs and may not represent conditions
at other locations'- or at other dates. Soil conditions and water levels
may change with the passage of time and construction methods or improve
ments at the site.
During construction, should subsurface conditions much different from
those in the borings be observed, encountered, or otherwise indicated,
we should be adv:f_sed imm~diately to review or reconsider our recommen
dations in light of the new developments.
If there is a substantial lapse of time between the submission of this
report and the start of work at the site, or if conditions have changed
due to natural causes, plan changes, or co~struction operations at or
adjacent to the site, it is recommended that this report be reviewed to
determine the applicability of the recommendations considering the time
lapse, ~hanged conditions, and changes in the state of the art of soil
engineering.
Our professional services were performed, findings obtained and
recommendations prepared in accordance with generally accepted engineering
practices. This warranty is in lieu of all other warranties expressed or
implied.