a..n ]fyy~~--~------E~RN E~S T K · fJ 0( fo 3 of'/ - . I 0 ') I -~at~ _.., • ...,.-Art -~...

16
" _, fJ 0 fo 3 of'/ ') \> ( - . I 0 I ...,.-Art _.., . \\ /}_, -\ / __ __ __ T_A_& __ A_S_S_O_C_IA_T_E_S_,_IN_C_. ______ __ W ..a..n Soils. and Foi:indation Engineering· - ERNEST."- HIRATA P.Ec PAULS. MORIMOTO P.E. lUNG K. KlM P.E. 90S Makahiki Way, Makai Suite Honolulu, Hawaii 96826-2899 Phone (808) 941-5055 DAVID M. KITAMURA P.E, fOR REFEREriCE . L .. not to be taken from this room J · March 25,1987 W. 0. 8.1-711A Darrell Mattos_&Associates, Inc. 600 Kapiolani Blvd., Suite 206 Honolulu, Hawaii 96813 Attention: Subject: Gentlemen: Mr. Darrell Mattos Compactic;m Test Results Residential Subdivision Waikane, Oahu, Hawaii TMK: 4-8-03: 7,8 &. 9 Submitted herewith is a summary of our compaction test results for the above referenced project. Tests were taken upon requests by P*ll:t"scmnel of Hercules Construction co. Inc., site work contractor. The purpose of the testing was to determine that fill placed in the test area was compacted in accordance with our recommendations.· The field' density test results are presented in Table The maximum density and optimum moisture content of each soil type utilized were determined in accordance with ASTM D 1557- 78. Field density tests were performed in accorqance· with the Sand Cone Method, ASTM D 1556•64. Should you have any questions, ple_ase call on us. Respectfully submitted, Ernest K. Hirata & Associates, Inc. JKK:yk Encl: Table I cc: Windward Partners f;b

Transcript of a..n ]fyy~~--~------E~RN E~S T K · fJ 0( fo 3 of'/ - . I 0 ') I -~at~ _.., • ...,.-Art -~...

Page 1: a..n ]fyy~~--~------E~RN E~S T K · fJ 0( fo 3 of'/ - . I 0 ') I -~at~ _.., • ...,.-Art -~ ~.·~·· ]fyy~~--~-----E~RN -\ / __ E~S_T_K __ .H_I~RA __ T_A_& __ A_S_S_O_C_IA_T_E_S_,_IN_C_.

" _, fJ 0 fo 3 of'/ ') \> ( - . I 0 I -~at~ • ...,.-Art _.., . \\ /}_,

~.·~·· -\ /

-~ ]fyy~~--~------E~RN __ E~S_T_K __ .H_I~RA __ T_A_& __ A_S_S_O_C_IA_T_E_S_,_IN_C_. ______ .·~l_'f __ W ..a..n Soils. and Foi:indation Engineering·

-

ERNEST."- HIRATA P.Ec

PAULS. MORIMOTO P.E.

lUNG K. KlM P.E.

90S Makahiki Way, Makai Suite • Honolulu, Hawaii 96826-2899 • Phone (808) 941-5055

DAVID M. KITAMURA P.E,

fOR REFEREriCE . L ~ .. ~l, not to be taken from this room J · March 25,1987

W. 0. 8.1-711A

Darrell Mattos_&Associates, Inc. 600 Kapiolani Blvd., Suite 206 Honolulu, Hawaii 96813

Attention:

Subject:

Gentlemen:

Mr. Darrell Mattos

Compactic;m Test Results W~ikane Residential Subdivision Waikane, Oahu, Hawaii TMK: 4-8-03: 7,8 &. 9

Submitted herewith is a summary of our compaction test results for the above referenced project. Tests were taken upon requests by ~ield P*ll:t"scmnel of Hercules Construction co. Inc., site work contractor. The purpose of the testing was to determine that fill placed in the test area was compacted in accordance with our recommendations.· The field' density test results are presented in Table r~

The maximum density and optimum moisture content of each soil type utilized were determined in accordance with ASTM D 1557-78. Field density tests were performed in accorqance· with the Sand Cone Method, ASTM D 1556•64.

Should you have any questions, ple_ase call on us.

Respectfully submitted,

Ernest K. Hirata & Associates, Inc.

JKK:yk

Encl: Table I

cc: Windward Partners

~6 f;b

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e W.O. 81-TJ,.lA Page 1

DENSITY TEST RESUill'S

T.ABIE .I

Test Dry Proctor· Percent Date No. IDt No. Elev. Density (PC'F) Cqmpaction Comments

·-

12-11-81 01 3 17.3 79.6 79.0 100+ 02 3 25.0 88.0 87.5 It

03 Driveway 20.0 72.7 79.0 92.0 04 1 23.8 84.3 87.5 96.3 05 2 15.0 74.3 79.0 94.1

12-18-81 06 3 25.1 87.$ 87.5 100+ r:n 3 ~1.0 90.2 It II

08 4 31.2 83.6 It 95.5 09 4 30.0 84.1 II 96.1 010 5 35.9 81.5 It 93.2 011 1 25.4 80.8 79.0 100+ 012 1 17.;7 78.5 II 99.4

04-26-82 OD 1 17.8 77.0 85.5 90.1 014 2 17.0 65.3 •• 76.4 Failed; see 016 015 3 16.1 62.7 II 73.3 Failed; See 017 016 2 17.0 70.2 It 82.1 Failed; See 018 017 3 16.1 69.8 ,,

81.6 Failed; see 019

04-30-82 018 2 17.0 65.5 It 76.7 Failed.; see 028 019 3 16.1 68.6 It . 80.3 Failed; See 025 020 3 16.7 70.3 It 82.3 Failed; see 024 021 3 24 .• 3 70.7 II 82. 7· Failed; see 023 022 2 20.3 69.6 li 81.4 Failed; SeeD41

05-0S-82 023 3 24.3 73.9 II 86.4 Failed.; see 027 024 3 16.7 73.6 It 86.1 Failed.; see 026

05-10-82 025 3 16.1 78.6 II 91.9 Retest .019 . 026 3 16.7 78.4 It 91.7 Retest 024 027 3 24.3 77.0 li 90.1 Retest 027 028 2 17.0 77.5 II 90.6 Retest 018 029 1 18.4 77.2 It 90.3

05-12-82 030 3 29.5 66.2 II 77.4 Failed; see 039 031 3 19.5 65.2 " 76.3 Failed; See 038 032 2 22.6 67.7 II 79.2 Failed; see 037 033 2 17.5 67.3 " 78.7 Failed; See 036 034 1 24.2 67.7 " 79.2 Failed; See 035

e

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e W.O. 81.-711A Page 2

DENSI'IY TEST RESUI.!I'S

TAmE I

Test Dry Proctor Percent Date No. IDt No. ~ Density CPCFl gompaction Cdtrii"ilents

05-14-82 035 1 24.2 77.1 85.5 90.2 Retest 034 036 2 17.5 77.7 II 90.8 Retest 033 037 2 22.6 77.9 II 91.1 .Retest 032 038 3 19.5 76.7 II 90.0 Retest 031 039 3 29.5 78.0 II 91.2 Retest 030

05-20-82 040 2 16.6 79.0 II 92.4 04i 2 20.3 80.9 II 94.6 Retest 022 042 3 23.2 83.6 II 97.8

I

05-21-82 043 1 22.0 77.1 .II 90.·~

044 2 24.2 77.8 " 91.0 045 3 21.7 78.1 II 91.4

05-26-82 046 2 23.2 77.0 II 90.1

e 047 3 29.1 77.1 II 90.~ 048 3 33.1 77.2 II 90.3 049 1 20.1 77.1, II 90.2

05-27-82 050 1 22.9 71.0 ... 90.1 051 2 28.1 77.2 u 90.3

05-28-82 052 2 24.1 76.9 II 90.0 053 3 27.8 77.4 II 90.5 054 3 32.4 77.7 li 90.8 055 1 25.7 II II II

056 1 20.7 76.9 II 90.0 P57 1 17.3 77.5 II 90.6

06-Q1-82 058 3 28.5 78.3 II 91.5 059 3 19.5 78.0 II 91.2

06-Q2-82 060 1 29.9 77.6 II 90.8 061 2 27.1 77.3 •• 90.4

06-03-82 062 3 28•2 76.9 II 90.0 063 3 36.0 77.2 II 90.3 064 l 18.0 77.4 it 90.6

06-14-82 065 1 28.4 80.2 II 93.9

e

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e W.O. 81-711A Page3

DENSITY TEST RE'StJI1I'S

TABLE .I

TeSt Dey Proctor Percent. Date No. IDt No. Elev. Density (Fa') Cgnpa.ction Comments

06-14-82 D66 2 29.1 77.7 85.5 90.8

06-24-82 067 3 32.1 77.9 .... 91.1 068 4 39~1 79.2.

,, 92.6

08-05-82 069 2 24.4 78~8 li 91.1 070 1 27.2 78.4 II 91.7

08-06-82 071 3 26.4 66.0 II . 77.2 Failed; See 073 072 1 ~1.0 69.9 II 81.8 Failed; See 074

08-13-82 073 3 26.4 77.0 il 90.0 Retest 071 074- 1 31.0 76.9 II 90.0 Retest 072

09-13-82 075 3 29.0 .],17.]. 116.0 100+

e 076 2 26.5 104.9 II 90.4 077 1 27.1 107.1 1.1 92.3

09-14-82 078 2 28.9 107.5 II 92.7 079 1 27.1 106.4 II 91.7

09-16-82 080 2 29.5 77.5 85.5 90.6 081 3 31.0 77.6 II 90.8

09-17-82 082 1 27.7 78.0 II 91.2 083 4 31.4 82.5 If 96.5

09-23-82 084 1 31.5 77.7 II 90.8 bas 2 31.5 77.6 II 90.7 086 3 31.0 80.5 II 94.1

09-24-82 087 2 30.6 80.0 II 93.6 088 1 2.9.1 81.2 II 95.0

09-28-82 089 4 32.5 133.2 138.0 96.5 090 3 30.8 .],_35.8 II 98.4 091 1 30.1 142.0 IJ 100+ 092 2 30.8 .139.9 It It

093 4 34.2 145.9 II II

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4: I •

e W.O. 81-711A Page 4

DENSITY 'lEST RE'SUIJI'S

TABIE .I

Test ory· Proctor Percent cate .No. Lot No. Elev. Density CPCFl Compaction Comments

09-29-82 094 1 30.7 145.7 138.0 100+ 095 2 31.2 131.1 II 95.0 096 3 31.6 14_2.9 II 100+ 097 4 :34.1 140.4 II II·

09-30;..82 098 1 3i.9 143.2 it " 099 2 30.7 146.6 ,,

" 0100 1 19.3 80.5 85.5 94.2 0101 1 21.8 83.7 II 97.9

1Q-01-82. 0102 1 22.3 148.5 138.0 100+ 0103 2 22.6 140.0 II "

10-05-82 0104 1 10.0 1~9.4 " " 0105 1 9.9 138.9 II "

e 0106 1 8.2 140.1 ,, II

10-14-82 0107 Driveway 31.7 133.9 ... 97.0

10-25-82 0108 4 34.8 138.3 " 100+ 0109 3 32._1 143.1. " It

0110 Driveway 32.4 133.8 " 96.9 Dill 1 20.1 131.0 II 94.9

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: ( ... '' ,_. "' ,• ,) wo_i .. ~' I '

--~ ,}• ' ' . . 0 ® .. ,:' HERCULES CONSTRUCTION CO., INC .. · . . .

e • venera/ eontractors · .• . 94-163 LEOWAENA STREET

11 WAIPAHU. HAWA.II 96797

11 Telephone: 671-1741

Division of Engineering Dept. of Public.Works City and County of Hono 1 u 1 u 650 S. King Street · Honolulu, Hawaii 96813·

Waikane Residential Lots

October 8, 1981

... s~bject: Waikane, Koolaupoko, Oahu, Hawaii TMK 4~8-03:7, 8 & 9

Gentlemen:

Pleased be ad vi sed that we are entering i.nto. a contract agreement

with Windward Partners to do the site work for the subject project.

(

It is our intent to commence clearing and grubbing•w.ork on October 19, 1981,

contingent to our securing of a grading permit prior to·that date.

If any furtl'ler information is requited, please advise.

CHM:cc

Very truly yours,

HERCULES CONSTRUCTION CO., INC.

Calvin H. Mimaki Estimator

)'

r

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. ;,;f~t--. .... .. ·• (··

DEPARTMENT OF PU~LJC WORKS CITY AND COUNTY OF HONOLULU

APPLICATION AND PERMIT FOR

c· ... -...._ .·

10/l·.i,·~. 1 ... -,_.r.n"ui·1 -·1:1 ... ··1--'-.,._ ~ _l' i !'f-\J~ 0 :2~~) l. Director and Chief Engineer DEfiatment of Public Works Ci.,d ~ounty of Honolulu

RCT;: Qi6070 C~1 $127.50

Application is hereby made to do grading work in conformity with Ch~pter 23, R. 0. _1.978, As. Amended, as follows:

.. --- . ·, TAX MAP KEY . ENG. SOILS REPORT

~r-_ . - - . .. . ZC~NE SEC. I· PLAT_

PAR. LOT ·' DATE FlL_ED:

4 B 1JB> '

j03 9 .. - - . ..

Located at-W.sikane)- -~ideA.-hal W~kdY>~., ~oo la.~pol<-o

..

-.

--------- .

Lot Area - Sq. Ft. .1.4 Acres'

Fill Material br-own_: pa.tl Description of Soil

- -··

E$T. QUANTITY PERMIT FEE FEE RECEIVED -

EXCAV. CU.YD. • -- --

~ I /.2.20 .,2 7

FiLL CU.YD. j2-r 5'? . BY: . t;j:" '· q._~q DATE: -f4 -8 f . - . -- ~

'Kl!emporary- ~rosion Control Of\. p!cYls

Procedures on File

·~Bond on fiie c::J<Dlq4<0 -~ - -~ D~pt._ of Public WQrks to Inspect

=

( Existing Groun..._ ____ ___,~"'"----- 0 Bldg: Dept. to Inspect I

.~-'>

Estimated Starting Date _.....:cd-~:a... ...... --..!....14-...a.--_____ 19 81. Estimated Completion Date ..J~~I:0::\----!----=---'19 81:..._

ofl ~i+eJ · ~rrc~..o ei+e. -- -~aa. /_./ Remarks/Purpose of Work: 3rad '~j

Owrier-'\\1:.....:2-:t_,_0..;.;:~d:.:..=v........,-iS¥d~-::...=a __ 'R..!...· _,..~o:....~,;....:...e=rs-=-- Address 4.-J.;->=B::....:C:>=·· --~~ii'-"ko3...l...ii~_,__-Vb.===~:...L-., ___ Phone.5:37-63G;,j

v It i . !t ~.54 Engineer .J..~~::...:-"-=0:::___.!.,~-1!-.::::a~\c...=l~. =·;;..::'<-.::::·'-!..., ___ Address ..,.....,....-.,.-'-'o-"=-~----'------------ Phone· 5..33 -764e\

Contractor Hecoe'J? (1.\~. G)._ Address 94·1~ ::5\;-: Pi'on~C,'"('f- 114J

Date of Application ...... 6.=_ ~c..::::;.\,.:. _ __,\'-4-'--'-'------ 19~ Permittee ~:r::::...l!.~4'.:d-'~ ...... _,-·.,c__:_/t-._ ..... --...,r-· -.....,..f',....,.....-f:lG-~ ~r

Application Reviewed By Date 19 . - SERViCE ENGIN)tE:R --- .

-----~~----------------------------------------------------------------------------~-~-~~---~---~-~-~--~~--------··-······-----~---------- ' To the AppJicar-t: -.·

. Permission is hereby given to do the above ...;ork according to the conditions hereon and according to the approved plans · and specifications pertaining thereto, subject to compliance with Chapter 23, R. 0. 1978, As Amended. ·

Remarks:_Pe:.fLV\'\ ~,v-~..--w~~ ~Mf~O-r-..Sp g,~~\.., )~,\IS ~o~ ANa

Date Q::h:>be1.- 14 19 € \ Issued By: ~()\~\ ~t f\~\.,0~

Con'h-.aclor shall notify this office two working ~ ~ · days before commencing any work and arrange oF PUBLIC woRr:<S for necessary inspectional services.

THIS PERMIT WILL EXPIRE UNLE_SS WORK IS STARTED WITHIN 90 DAYS FROM DATE OF ISSUE; OR IF WORK IS SUSPENDED OR ABANDONED FOR 60 DAYS OR MORE AFTER WORK IS BEGUN; OR ONE YEAR FROM DATE OF ISSUE ...................... -----------·-----.... -..... ---- •.•--.--- •.-:·-- .... -·-------------------------------- .... ------- ·--------~--------- ......... -.. --------·

•I hereby certify that all work as requested above has been completed in conformity withf!.:pteL~3, R. 0. 1978, As Amended'

a n acc~rdance with1t'/:p;proved plans and specific~~~ u.u:~~~ f!..,o~ UC(Jft-vt· (b, ~e., .. / "-

Date ' {~ 19~\f<j_ Perm;ny~~~ -6 r,1

Date $ lv1 19 ~ Al>pro'Ve~ L__ ~ ss._

Final Soils Report ' . D~te Filed [~~) . . \. f9 __ .. _,.·'-~

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·~--.,_..-.... ....._a,

DEPARTM~NT OF PUBLIC WORKS

·CITY AND COUNTY OF HONOLULU

F'"G'ANK F'. FASI

Subject:

650 SOUTH KING STREET

HONOLULU, HAWAII 96813

f~aikane :R~side~tial Lots·· Tl·n<: 4-8~03::_7,8, and 9

21-0185.

In out; let:ters to you, dated December 4, 1985, September 30, 1~86, and December 2, 1986, we had informed you that the work -uncle~ Grading Permit No. 11 had bee·n completed on October 14, 1982 and had requeE;ted that your engineer submit the final soils report necessary to close the.permit. The soils report. has not been submitted to date.

Please have your engineer subml,.t the final soils report·by l-larch 31, 1987 so that Grading Permit No. 11 .ca,n be closed.

,. . Very .truly yours,

. ~· .11-~t.'"''- .:?//·,-;c.:_y /'' ALFRED J. THIECE

Director and Chief Engineer

cc: ·. Herc\lles Construction Co. , Inc. Y'asuo Arakaki Seaboard Surety Co~

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· : •1., RtC f IV::r, '' v. OFENGo/?:f:r:~~r..:,. . --.. n, ,.., \J

Ocr 14 I~ 06 AH '86 YASWO ARAKAKI

CCNSUL.TING ENGINEE.R .

. 'll14 ALA MCANA BCUL.EVARC

H.Di'!DL.UL.U., H.AWAll ~6B1<1,

October 10, 1986

Mr. Russell L. Smith, Jr. Direttor and Chief Engineer Department of Public Works City and County of·::Honolulu

Dear Mt. -Smith:

S11bject: Wa:Lkq.ne Residential Lots TMK: 4~8~Q3;J, 8 ~nd 9

t;;JJ6fZ

~f ll -~ c. r:) ~ · .. ·

I -· r..:..

I I

t OJ N

·I

0)

:Do>. ::Jt: -o:D em

;;::; ~ -·--"i

<CJ -mJ.;u

•r!l"

~2!.·.~ n::J --.. .~: ·-- ,...,..

tJ':3.J.'='; --'-'(:

;c J.-::::.

"""' ·'\:.n

This is to inform yo11 that the work under Grading Perm:i t . No. 11 was· s·ubstantially completed· in accordance to th·e requirements of the approved Grading Plan, except ~s noted below~ ·

A Soils Report en the completed grading work, is yet to be received by this office, from ~rnest K. Hirata & Assnciates, Inc~i the Soils Engineer for _the project.

Until such a report .is received, I am in. no position to state that soil comp,action and. possibly other features· of the grading work are satisfactory.

truly

. c.c. Windward Partners (Darrell W. Mattos·& Assoc.}

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. •' .. ...

DEPARTMENT OF PUBLIC WORKS

CITY AND COUNTY OF HONOLULU 650 SOUTH KING STREET HONOL.Ul.U, HAWAII 96813

FRANK F. FASI

MAYoR RUSSEI..I.. 1... SMITH. -~R ..

DIRECTOR ANO CM·I·~-F ~N_GIN£ER

September.30, 1986

Windward Partners 4363 B piikoi Street Honolulu, Hawaii 96814

Gentlemen:

Subject: Windward Residential-Lots Tm<:: 4....;8-03: _7 ,· ·a, ·an.d 9

21-0530·

In our letter to you., . dated December· 4, 19 8 5, we had informed you that the work under Grading Permit No. 11 had been comp],E:ted on October 14, 1982 and had requested that you.r engineer submit the final soils report and gra,ding ceJ:'tification necessary to close the permit. These docurt1entshave not been submitted to date.

PJ,ease have your engineer submit. the final soils r:eport and grading certification by October 10,. 1986 so that Grading Permit No~ 11 can be closed~

Very truly your:s,

RUSSELL L. SMITH, JR~

Director and Chief Engineer

cc: Hercules Construction Co., Inc. Yasuo Arakaki Seaboard Surety Co.

bee: East Dist •. Inspection Service Engineer

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. The work UD.der ·aradlDg. Pet:Diit N~ ~ ·11 was· co-leted. on ·.~. January 10 .rJT~l983; •a the- pe~t· expired em', Oc~obe1: 14·~· · .... 1982. -Please have your: engineer s~bmit the ·.final ·.•oils · · · .. repor,t and grading · ee~ttiflcation · necessary to close ~·· permit.. . . ·The . bond ftl~d with. the, City will., -remain in : -' ... effe~t .f()r: a P•"it.ocl•.of one :year ·after Qur apptova11 .•. ,·.··. :· ::

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