()'l[oj o?3. CW ASSOCIATES. INC. dba: Geology Soils and Foundation Engineering Kalihi Street Honolulu, Hawaii (808)

Size: px

Start display at page:

Download "()'l[oj o?3. CW ASSOCIATES. INC. dba: Geology Soils and Foundation Engineering Kalihi Street Honolulu, Hawaii (808)"

Cody Stafford
5 years ago
Views:

1 ~~~F'IVED S EP 7 - " ()'l[oj o?3 JMR 18 5,(2, '7d-- CW ASSOCIATES. INC. dba: GEOLA.BS-H.AWAII 0,) 1~11~0 J ~b'\~,..,.o Gology Soils and Foundation Enginring 2006 Kalihi Strt Honolulu, Hawaii (808) Sptmbr 3, 1982 w.o for REf R :~Cf Dot to b takn from this room.~--- Community Planning, Inc. 700 Bishop Strt Suit 608 Honolulu, Hawaii Attntion: Subjct: Gntlmn: Mr. Grald Lum Compaction Rport Accss- Road for Halawa Dvlopmnt Halawa, Oahu, Hawaii Most of th mass grading work for th abo~ rfrncd projct was prformd from about March 3, 198l to March ~1, Th ~arthwork and grading oprations during that priod ~r inspctd by our offic. This compaction rport summarizs our inspction and compaction tsts prformd a.t th sit~ As of this dat, th abov rfrncd roadway has bh _ constructd to final grad and compactd adquatly. Th compaction tst rsults for th in-plac fills ar nclosd in th attachd Compaction Tst Suuvnacy. In gnral, th grading opratiohs consistd of filling th ntir roadway ara up to 20 ft. Importd IDatri al usd to surcharg th adjacnt stadium mall projct was ~tili~d for th roadway fill. Prior to till placmnt, th xisting vgtation was rmovd and th xisting ground scarifid and rcompactd. Th fill was thn placd in horizontal lifts and compactd to a minimum of 90\ of its maximum dnsity. During th fill placmnt oprations-, priodic fild d.nsity tsts wr don in accordanc with th Amrican Soci.ty for Tsting and MatrLals (ASTM) Tst Dsignation D-1556 (Sand Con _,...,.. Mthod). - E & RECOADS"'CENTER '3"'"'-:ounty Of Honolulu C~ Annx, 558 S. King Strt Honolulu, Hi!wa;; 9&813

2 - w.o Pag Z During th grading priod, th import soil was tstd prior to bing usd in th fill. Th maximum soil dnsity and optimum moistur contnt was stablishd in our laboratory in accordanc with ASTM D-1557 tst dsignation, and th tst rsults ar as follows: ~. Soil Dscription Maximum :Pnsi ty (pc r Optimum Mo_istux: Imp-ort Brown Clayy Silt w/ Gravl Surcha_rg Soft subsoils wr ncountr~d blow th roadway ara, thrfor, aftr th nw fill was placd, a 10-foot high surcharg fill was addd ovt this ara in ordr to acclrat th gtouftd sttlmnts prior to construction of improvmnts. Th surcharg fi ll was lft in plac for about 7 months. Th sttlmnt gaug radings takn during that priod indicatd that most of th primary sttlmnts had occurrd. Thrfor, th surcharg fill was rmovd in Novmbr, Should you hav any qu~stions concrning this rport, plas do ftot hsitat to call us. It has bn a plasur working ~i.th you oil this projct and w look forward to working with you again in th futur. Rspctftilly submittd, C.W. ASSOCIATES, INC. dba GEOLABS-HAWAII By ;:~zp~ ~~~ '~.-;... 'i~--~ ':_'=~-~~ CSM: j cc Enclosur: Summary of Dnsity T$tS (3 Copis to Addrss) GE.OLABS-HAWAII

3 ---. W. 0. _ NO OWNER 745 Fort st.,.. SUMMARY OF DENSITY TfSTS ~ROL OF COMPACTED FUL PAGE 1 OF.'1 DATE TEST ELEV. s MAX.... _,c.: '. NO. - LOCATJON Ft. CQMP. DRY L'l:; nn - - _ JOB-- ccs-~ Rd.for H:1h~l'l- np,, TEST >- DRY. t- REMARKS...J~ ><>-- REQ 1 D DENSITY... n ltll DENSITY ~cc:cn LL.... QZ: P.C.F. i P.C.F. UJ 1 3/3/81 Roadway 11 B" Sta Pass - -~ I II- 2 Roadway ''B';! Sta II II _.~ li Roadway "B" 3/4/81 II II Fail; s Sta Its ~ /5/81 Building Pad II 31.0 " Pass II 5 Roadway ''B'' II II_ Rtst #5 Sta Pass II 6 Roadway i'b" II. II Pass $t~. l Roadway 11 B /6/81 II II II Sta , Roadway ~B'' - - II II II 8 3/10/81 Sta Roadway II 9 B" II 34.5 it II Sta Roaaway --- II 'H.' II II II Sta /21/81 Roadway "A" _ Sta ~ II II " tll c ' ' GEOLABS-HAWAI I ;

4 ~ t; SR-1-z-., Co~ LS-{- v ~ "'--"' ~r -~ TO: 745 Fo~t S~t CorporatiDn 700 Bihop Sttt, 20th noor Baao1u1u, Hawaii Dat: Occob% 12, 1982 Gntlmn:.. BALAWA DIDJAPMElft ACCESS R.. ROADS A Atm I TMK.a a POll. 10 W!lr s~nding you h.rwith X ijndr sparat covr No.. of. Copis Ds.cdption 1 Approvd Gz'adiq Pa:mit No. 1M... ': For: -~ Your informa,tion a,nd us _ Apprgval -- Rviw and commnt --- Signatur -- As. rqustd R~narks:. Th dat of ou appdva1, Octobr 7, 1982, la th olos:lq dat of th pntt. Th:bcm4 f114 wlth 'lh CS.Cf for _th gradidg work shall r.-.m 1a ffct fow a priod of oa )'au' aftu tb. aloatna 4at: thnfor, it. td.ll b rtund o you oa Octobr. 7, Vry ttuly yoill;s,....,. 1,0' MY:gc tpl.mlchajq. J..CIWB Attach. DS.rctOJ: an4 Chif Bnai.ar. i oc: CoDINDity Pla::!:f Inc... ~crlal In. _y Q~aDy PERMIT CLOSED :-..:.b: SJ:'vlc Engin~ w/orlgi_nal

5 ~/'.t't:.ktvll 1 }"~V. - CITY AND COUNTY OF HONO~~LU ~- -9.(/.,:YY...Z ~ -~Jo th Dirctor and Chif Enginr APPLICATION AND PERMIT FOR ~~partmnt of Public Works......;; DEPT 2+ ENG!2.. _ Ctt-dCountyofHonolulu ':. GRADING.-::..,03/30fc.~2 T~oog TR4N 02i201. < ~. _. ~-~ RCJ~ :h-i-642 Cvl. ~17::: 5 D Application is hrby mad to do grading work in conformity with Chaptr 23;.R_. o. 1978, As Am_ndd, as follows: - ;::.$178.-.JiJ- - '. ' ~. '\... TAX MAP KEY ENG. SOILS REPORT EST.,QUANTITY PERMIT FEE FEE RECEIVED... ~ \ ZOqNE ;c. PL_AT,;;;. LOT DATE FIL(D: EX4.v0 u.vc;- -' I' -,\ I ~ I 02..,. 0 - FILL CU.YD. 8 \""'7<' r;:;o BY: '_..-t..._ ===!-- f7) f S 0 I 7:>..;-- DATE: '$/;~/22-- _1, -. " \. ' '... '\ \ ~ Locatd at IJ.-1\'k!-W A- Q(?-\/~fl/l1 t?nt /tcc&:it;: ' ~mj)q~ary Er~sion Con~rol., f4>a 1)S A cjc; t?, U--~ L.AvJP\ Procdurs on Fil 7 ~~~. Lot Ara Sq. Ft. "2 ~ Acrs ~nd on fil /nj, ln.r/t~"'" Co Fill Matrial f l, ta ~ ~- \ M4)pt. 9f Public Wor~s to Inspct Dscription of Soil 1 J I.. ~ t+.. : E~isting Gro!Jnd VV\\.lJ.'fUL:k ~c.- Ht\.Y6\, \0 l'thv'l1 S t..- :S 0 Bldg. Dpt. to Inspct Estimatd Starting Dat Y... J.-J.a.rclv ~c> 1 19 fl.., Estimatd Com~ltion D~ti,J?t/y -(,~- 19J -:~- /t'urp ~nginr C.o i'i.h~t_yn C(J ~t;-.-njj i~.tif"j:n c '\ Addrss '1oo b i >H-op ~. ) s±i. tt 01 Phon ; 31 /-- ~ Cont,ado' ~ c~-rn')l:ffj,add,so (Q]] MLIC>. ~~n Z?1-'loDb Dat of Application l\ ~ J'VPrmitt '(_ J::t::. I.. I ;. service ENGINEER 19_--,.--- -~------~---~ ~ To th Applicant: \, Prmission is hr~by givn to do th abov work according to th conditions hron and according to th approvd plans and spcifications prtaining thrto, subjct to complianc with Chaptr 23, R. O; 1978, As Amndd. Rmarks= ~----~ Issud By: Dat 19 ~.,_ P / '?-tj ~~... Contractor shall notify this offic two working d<~ys bfor commncing any work an9 arrang for ncssary inspctional srvics , THIS PERMIT WILl EXPIRE UNI.ESS 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 B_EGUN; bl?. ONE YEAR FRO DATE OF ISSUE. FOR DIRECTOR AND CHIEF ENGINEER. DEPT. OF PUB!..IC WORKS : ~ -. --!~! !-. ---":"" : hrby crtify that all work as rqustc:! abov has bn compltd in confo tr 2yR , As Amndd a._., accordanc with th ap rovd plans and spcifications. ~-,_ Dat () 19 r Y' Prmitt Application Rviwd By _ - Dat , , """"'....,...,, ,..,---'--'"- Dat \...1"'-' WfutN"'".. J. \ 19 )rv' Approvd By':,. L - ::--... ~ T' ",.9 - ~ _-_- ~Final Soil R~pO'f Dal Fild tty. f 19 (~ 1

6 j,..;, '~0.M M U N I T._,. r?co BISHOP STREET, SUITE 608 Y P L A N N N G, N C. H 0 N 0 L LJ L U, H' A W A I I 9 6 B 1 3 PROPOSED EROSION CONTROL PLAN TELEPHONE , N~~ OF DEVELOP~ffiNT: A~css Road for Halawa Dvlopmnt OWNER: ENGINEER: Th Qun's Mdical Foundation Community Planning, Inc. LOCATION: Halawa, Ewa, Oahu, Hawaii TAX.MAP.. KEY: : Por. 10 ARE~: 2.5 acrs. PREPARED BY: Grald Lum. DATE: March 23, 1981 (rvisd) jun 5, 1981 soil AND GENERAL SITE CONDITION: In gnral, th si.t is on a gntl plain sloping in a wstrly dirction at approximatly 2%. Th soil is dscribd as f:ill consisting of compactd rnudrock gravl ahd clayy silt covrd with a modrat growth of wds and brush. Th proposd improvmnt is to fill and surcharg a 2.5-acr ara for a 56' and 58 accss road\v-ay off Kahuapaani Strt and to construct-strt ~nd utility ilt\provmnts upon th compltion of th surcharg priod. EROSION HAZARD: Mild du t.o th low rainfall inclx (215} and rlativly flat piain. CONSTRUCTION SCHEDULE: 1. Install drain systm and construct tmporary intrcptor ditchs and tmporary silting basin (July 6~31, 1981} 2. Clar and grub (July August 3, 1981).3. Grad 56' and 58' rights...:.of-:-way(august 3-24, 1981) J 4. Surcharg fill (August 24- Sptmbr 7, 1981) 5. Grass all xposd aras (Sptmbr 7-11, 1981) MAR I GRADING PERMIT NO.. I q 4- CONSULTANT PLANNIRS CIVIL INGINIEIERS SURVITORS.ZJ 0'{ ~ P'<" (2--'1f~...--/ ~ ~~ ~ t:::p' ~~

7 .....; }..., ' Irrigation and maintnanc priod for grassing (Sptmbr 11 - Novmbr 9, 1981) 7. Surcharg monitoring priod (Sptmbrll, March 8, 1982) \ f... -:--:~,.. 8. Rmov surcharg and grass slops (March 8-22, :1982) 9. Construct strt improvmnts and install d~airjag, swr, watr and undrground lctric, tlphon and strt light systms (March 22 - May 31, 1982) / 10. Clan up and inspction (May Jun 7, 1982) TEMPORARY EROSION CONTROL MEASURES: 1. Grass all xposd aras immdic~:t:ly ~ft:r compltion of grading and stockpiling / Construction of 50' x ~10' tmporau silti11g basin togthr witb tmporary arth ditch and swal PERMANENT EROSION CONTROL MEASURES:, -1. Landscaping and grqund covr of th slops and paving of th roadway 2. Prmannt opn and undrground drainag systm SEVERITY RATING CALCULATIONS: 1. Projct Conditions Th 2.5-acr sit locatd in Halawa consists of soil classifid as Hanali ~ilty cl.ay,. 0 to 2% slops. (HnB) ~ Grading, stockpiling and.construction of improvmnts will... b during. th wintr and swmnr months ovr an 11-month priod: th ntir gradd and stockpild ara will b grassd innndiatly aftr grading and/or.stockpiling. 2. Valu$ of Equation Factors F = 4 (Halawa Stram 600 ft away, xisting 84-inch RCP ~nd box culvrt) T = 11 months D = 1, from Tabl 2, Exhibits 1 and 2 (Parl Harbor~ East Loch, Class B watr) E = RK{LS)(CP)

8 ,J -,-;-. J,~..:-' -3- R = 215 (from Exhibit 3), to conunnc July 6, 1981, and compltd by Jun 7, 1982.R for priod of disturbanc lss than on full yar (Exhibit 4) % R to Jun 7 ~ % R to July 6 = '5'6: Valu of R = 215 x 98-5%_=_ K = 0.17 (Hnb), from T$1, ~xhibit ~.. (L5) factor for l,.ngth a11d stpnss of siop Gradd ara: 5 = 2% for 600 ft 5 = 50% fa~ 40 ft Intrpolating from Exhibit 6; w obtain L5 = 0.34 LS = 11.0 for s = 600 ft for 5 = 40 ft Thrfor, wightd LS is...: '6'00 - L5..., 64 0'(11.0) (0.34) Calculations (CP) = 0.36, Condition 2, E.xhibit 8 E = RK(LS) (CP) Gra(ling and stockpiling in wintr and summr months with th ara sdd 1 C = Erosion control masurs: Incrmntal grading, P = 0.7 Intrcptor ditchs and silt:i,.ng basin, P = 0.9 CP = 0.57 x 0.7 X 0.9 = X 0.],.7 X X 0.36 = 13.04

9 .... ' I., -;.,.,.~ --4- H = (2 FT + 3D) AE = ((2 X 4 X 0.92] + (3 X 1]) X 2.5 X = < 50,000 (maximum allowabl svrity rating) Compar maximum allowabl consttuction ara tims rosion rat: A X E = 2.5 ~ ~ <. 6,277 (maximum allowabl from Exhibit 9) APPROVED: DJ.rctor & Chif Engr., DPW Dat: --~~~~~~------~--- Dat:

10 '. ' """. ; ; -..\~!1!1'. ~~if J 1,. ~-.;-.. : '!; ~".. or. M1 c.h a_l;:, J.. ~c hun. Di"rc tor -a.nd (hi:f tnginr..,... p-~par_t~rit- of P.llfl-1 i. Wo_rks-- _ _ City an.d Coun~y o{ ijori,q'lul u _ 650 Soirt.h King Strt _... ''HO-nolulu:, Hawa'H.;9' ~... D ~a r Dr C hun..:. -" r.: <,'! -~ '. ~.;J,.,: '.: -~,;,:..,,.. ~--. '{;....,... -~, -. ' ', '... ~, '" --, :,. -1 ~. ;.,.. "',., :~~-..,. '.'",:...), ~ -~... '._J --~---.. : _.,... _-).,. _:~.... ',y'. '5'~. :, '!"'!>,,' ~~-.~..: s pt"rii:h.r Jo; : -l-qs2..-. ' ~.., ' ' J..'..,. '. ' ~,,'... -'...:: ' -.. ;_..,/. -:_-:.:. -~--.,;,_.,!.-'-:.... '..!' --subjct:._ Graci t'ng_ -Gr-ti fi c::a tj9n, ~ ~ ;_ :... : :. ~... :.A<;:c;:~ s Rq;ad for H~ 1 C!.:WC!. Dv-1 o.pmt'j_t:.:-. : Ha 1 a wa. twa:. o a rru- Hawai-i....,. :' \.. ~\~-' :_ r'ai-)1a p. i~i;-:.- ~-- 9 _: o ~T: ~:a r F t-ct~ :_U1\_-:,... :-.. -.::.; - :- ; -( :.''',.,... ~-"'. -,'l... ~\.. ;! ~ }._! :,. : -:..;>....-; _-_. G radi.~g _{p r t~ subjct proj(:t, ;_5:.~-~IJipY~t.~d._:ar;d ;.i~~---~i-n. _..\: =~-y_f;l~:-t a_n t ta 1 c:q fl. f'prm a!lc ~ i t.h _ t_h~. gy a:d-i::ng p lal'ls -:~ :pp ri vd: o - ~.r ' 11. -' Ju. n.:_l5 ~ 1981,. as. : amnd~d- by ''as-t>u.. il_tt'.gradf!ig _ 'pj.a'h.~ _.. :.-.,. :.. - ;: -~--. _ _. -- -: :: ~~r/~~:rtij,:/;:y:~y-;~-,~--<:_-- -.~:_.,.: ~~~-,.' -. ' ~... t..., : ~, I"' BPK; GE._:-~-~ _ :--~ y:.? ;<~- ~._ c c-: - ;: ,. ~~ ~ _',; -~,co,,unty;p~ann~.ng,!nt/ :... '_,;: ~, r-. :_ -~-: _ _. _..~ -- -~ \'-- /.;_., VY7'J~:- :., ',-~,.-... ~':- :t-.'.:.:;, ~:?45. Fort -strt c-or'p_! _ tc.hw<.!-loy - L :l ~ - ' 'y)t&tbp'ay/!. ~' ~- ', RoV.n:=~rrl p- - Ito;~ " '. i ' ; : (i ' ' : ' }\ :,. :, ' '. ';.....,.. -~ _,. :.,._..... :--:..: '. : v. ~ <. ~~ ~ '!' :,;...,.~,,r,._'.r,~ ' ', l,,.. :.- ~:-.:. ' ;:-... r....- ~ ~ ~- ',_,,. ~ '.. _r -;::...:. ~,.. ~.;... 't.:: --.--> ~ :-. ~ ' C - : : ~ ~..,.. ~.;.... ;.;;,,. -.:-- :.' ;~ \I ;'' -l.. ~--<:... ~.,_::.... -: :.- ;:- : C. O N s" U _L T A N 'T P._L A N _.N_ E R S...,."1'. f. ~;' :, ',:,4 ~ : ~ ~, ':.:. ",-jj; r. ;... ~.. 1 -~ ~.. t -.;.. ~.!' I' -~...:. ~.. '.. -. ~:..'.... ~.. ' ~. -,. G I V l _L,:.E. N G I (N E E. R'"S :_. ~. '..,,. ".-"' ' '......,,.. :... -~.; ' ;;.o. ; ' -~ ' '. 1 :~ :,.:.-~ ~-~,: -~ '..'.:\ ':;;~ -....,,:.;~.- 5 u ~ v- E ;v.o_.ii,sv... J - ':-"'', ~' _;.;.:1".,J''., ~.... :... ~ ' ' ~ : :: :.,.

(304) WVPEBD (304) Manor Group (267)

(304) WVPEBD (304) Manor Group (267) SMS: Brin Storag Tanks - Fibrglass Catgory: Tanks Projct ID #: 1004161901 Strt Addrss: Multipl Locations Charlston WV Valu 25305 County: Kanawha Stag: SUBBIDS: ASAP Bid Dat: 10/13/2016, 01:30PM Architct: