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08-0056 Northwest Testing
06/04/2008 14:41 3508663647 NbRTFiWEST TEST _.-- '-~ PAGE 01 .~~ - ~~j ,.... .................. ......---.....,.,..._............,...,....,...._....--- --.........._. ~tz~ . ........................_......~..v........~..---- ._........._.-----~---~--......................._...~_._......._..._..._.._....--~---.........~ Nor~thwe~t T~*s~ing ~ompa~ny, inc. • CONS1',RUCTION 7'~S'77NGaredINSPECTION ENI•~ROMIfENTrtL CONSU,L.Tt1770:V and,~.SS.~SS1-~.E.N?` ,FIELD INSPECTIQN I~EI'QI,2`~' C~~NT: Rainier General Development DATE: June 44, 2pg8 PRQJECT: Tahoma Tema Multi-Family PRi.lEC7 NQ: 0705.01, 05 CQNTRACTOR: rainier General Development INSPECTdR: Mark Robzoson 10speGtor Mark Robinsona on site, 825 am, for inspection of lot flt and compaction. Overcast, 47 degrees. Corrtractpr is coanpletix~g the placement and corzxpaction of~stzuctural fld over lots 1, 2, and 3, parcel n:ember 7840000009. All areas appear well cvnsoli.dated. 5i~ iz~,-place Meld coxnpactioz~ tests are taken at random. locations at Lots t, 2, and 3; all tests comply witkt compaction requirest7.ents. See attacked for test locations and results. NO;fi~ W~TE5TING C~MP`ANY, ING ~ ~ g a{ Wssh~n s~~. ti M k Robinson ~~'~ r~.~ Licensed l?rofessional Geolpgist Registered Sate Assessor ~ ~'.~~rY '~ ACI/ICC Certified Concrete Techz~caan . .~ ttBS ti ~hs~~AG~o~o Y t1~ ~ F,,obin~on PO BU~C 1 i.8$I ULYMFT,A~, WASIiINGTON 9$508-X58 1~1FtONE ar FAX {3fi0) 866-364'7 ~b/eq/[eee 14:41 3608663647 NaRTI-iWEST TESTTNG PAGE 02 ~ ~ ~~~ o ~~ ~ ~ Z b ~ Q y o ~ `~ ~ c ;~ ',~ '~ \ ~ ~ ~ ~ ~ n ` C °~ ~' 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ,10~ o ~ ~ ~ ~ a ~ ~~~ ~ ~. ~ ~ x . ,~ ~ ~ c~ ~ ~ ~ ~~~ ~ ~~ ~ o ~ ~ ~a ~ ~ ~ ~ ~ ~ ~~° c~ ~~~ ~ ~ a o ~ ~ ~ ~: ~ ~ . ... `~ v, ~. Ec b ~. ~ ~ ~ ~ © ~ ~~ ~ ~ ~ ~ o ~ ~ `~ ~ ~ ~ ~ .~ ,~ ~ .~ ~ ~~~ Z ~ ~~ ~ wto~ `~ ^ f•1 w. ~ , ~a ~ ~ G~1+ ~ ~ t~ ~.. ~ ~ ~. N w ~ of ~ w RJ _"` ~ 0 ~ W W N N ~ ~p °+ ~ a ~ ~ G ~' ~ `~ ~. ro ~ ~ ~ a ~ fl ~ © o a ~ ~ ~ ~ ' o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ tti ,~ 0 ~" f~ O r 4ti . f ~ N w lh w w ~ O~ .s W is ~O ~ ~ ~ ~ N N ~ ~ ~. ~ :n ~ a o .~,, d d y ~] ~] ~ tJ 00 lJt ~ ~ ~ ~ ~ ~ ~ Q O, .__. w p~ `.D ro n '" ~. C3 b5/.ik~/1k~btl 1:1:45 3bk7dbb;~b41 ~IORTHWE5T TESTING PAGE 01 .__. _~ .. .. ..._ _..._T~-- --~'--- ~ • ,i ~ ~iP1 Northwest.Testin~ Company, ~nC..~ . ~ CO,NSxR UCTTON TESTING mu1 JNSPEC770N • EM~IRONMENTAL GO,IVSULT~TIDN andASS~'SSMEhT FIELD ZNS ECTXI~ ItEPQRT CUNT: Rainier General pevelopment PROJECT: Tahoma Terra Tvtulti-Farr~ily REPORT NQ: 06 ~l5PECT :Mark Robinson DA :May 2$130, 2008, PR C' N(3:0705.O1 COl~1Tll2A~TOR: Rainier General. Aevelopment May 28: inspector Mark Robinson on site, 7:50 am, for inspection of lot 1'iJ,1 and compaction. overcast, S4 degrees. Contractor is in the process of placezrsent and compaction o£ structural .fill over lots 1, 2, and 3, parcel. number 78b40000009. At this time, fill is just beginning at tot 1. Approximately 14" of fiat has been placed at lot 2: and 8" at lot 3. Fill elevatioza at lot 2 is approximately 30" below finish grade; •fili elevation at lot 3 is approximately 62" below finish grade. Fill oonsists of well graded sandy .grave] (GW). While the fill rrzeets compaction requirements, inspector does note that th.e gravel is below optimum moisture conditions. We recommend that additional water be added to the fill as necessary. Rain is predicted in tnrxight's forecast. Three in-place field compaction tests are .taken at random locations at lots 2 and 1; all tests comply with compaction requirements. See attached for test locations and results. May 30; Inspector Mark Robinson on site, 6'50 ant, for inspection of lot fill and corxrpaction. Overcast, 51 degrees. Contractor continues the. p;acerttent and compaction of structural fill over lots 1, 2, and 3, parcel number 78640400009. The fill is being moisture. conditioned and carrtpacted with several passes of the large vibratory roller. A]! areas appear well consolidated, k'ive izz-place field compaction tests are takers at random. locations at lots 1, 2, artd 3; all tests comply with compaction requirements. See attached for test locations and results. NQRTHWEST TESTING COIYIPAiV},',1~IC. ,~o~~.u~r~.~.s-~•ti, Mark Robinson );icensed Professional Geologist Registered Site Assessor ACl/TCC Certified Concrete Technician ~'O BQ7~ ]t59] OLXt~t'~, WAS~IING'>l'Q.C C3 J/ JYJ/ LCJ CJO 1.5: iii JbYJ t5b b,3b4 ^ R ~~"" W . a a, NUK I tiWtS I I t5 11NU ~u' 7+, .~ F.." a~ >- F~+ a C ~~ U d g~ C z 0 ~~q N n! W ~p~ Q O Vim] O ~~ r~ Z a ~~ a ~ .ti ~~ ~ ~ ~ ~~ ~.. ~ c.~ ~~~ o ~ C~ ~ ~~ ~ ~ ry r W '"' C7 ~ ~ C^~ tws ~^, ~ ^G uT../ w I~I ~ ~ f3~1 ~ D k '^ ~ ~, ~ i. Q) ~. OOj a~ ~ O a ~ a ~ ~ °o~o o ~ `O '~ ~ ~. ~~~ a~ L ~°~ ~a~ .~ ~ ~ ~ ~- ~n .,.. ~ : ~ ~' U ~ y ~ .~~~ ~ o ~~~ ~^~ ~~ o ~ ~~ *'.' ~ o •r•I~v' G ~ ~ C/] U 0 r- v'i ~n a (."" 0 e «~ ~ c ~ ~ -, rs; V rn ~ ~ r« c~ ~ N O M .~ 1 .~ ~ y i~ ~ M .~ (~ .~ ~ r. ~ + . "~! ~ rs m ~ S~ ' 4 ao ~ m'r r •\G s d o r~ e~ ~D -~ .~ ~ .~ ~ ~ ~ ~ ;~ ~ ~ z ~ ~ N~ N cn +, O z ,~ N ~' .~ . ~ 0 .k 0 to v~ 0 .~ tl) O CC wRUt ~z sti `~~ ob ... e~ • 0 C + ~. a O V 0 ~ _ m • ~+-3J JcsJ LVLT C7 1 J. M:J JOC1000 JD~i ! TYUK i Y'IWtSI I ~,~ I jNl7 r~~~ ~,_j M ~!. a ~ o ~ '~ N Q rim., ~D WG ~ ~ per., C1 \~N OG.+ ~U v, .y~ ~ . ~ ~ ~~~ O ~ ~ ~~~ ~ ~ ~~~ ~ ~ ~- ¢¢,, ~, b C7 b ~ !~ W ~ `~ ~ ~. C7 ~ ~ ~ ~~~ q A R7 ~ ~ '~ r• v, ~ as b ~ ~ ~ ~ ~ ~ ~ -~ ~ ~ ~s ^~ p =+ ~ d ~ _~ ~ ~ . .. ~ ,e ~ ~ ~ p°\p r .T. ~ V •~ , :~ FM ~~w.~ ~ Q ~ ~ ~ N ~ ~ ~ ~ ~Q w ~~'~ ~ A o v C' ~ ~ ~ -- o ~ "~ '~ n o W ~ o ~'~-~ ~ 4. _ o ~ ~ ~ ~ ~~ ~, ~ a 'vi o _Q ar ~ ao 0o v~ ~o w G 0. U ~ t~ uj c~ Vj CT [k (T ~ M C'Z .-., ~ M ,--~ ~ N (~ ' v ~ cv oo [~- a. N t~ t~ u7 rn t+ ,~ A ~ to r, ~ r+~ ~ ~ ~ ~ ^ ~ r GL G ~C? V; 'rl ~ ~n ~ [t v-~ t i v~ ~ ~, 0 ~ ~ T ~~ ~~ ~ ~ N i ~ ' c`t7tl ~ .~ ~ ~ ~ ~ ~ ,~" ~i o ~ ~ ~ ~ ~ ~ ~ w ~ Z ~ ~ W ~ a~ ~ ~ ~ ,,,~ ~ c'i M Nqq p~ ~0. ~ ~ ,..1 ,...7 ~ . a ~ ~N ~, ~ ~ ~ 05/28/2008 15:31 3608663bA7 NORTHWEST TESTING PAGE 01 Na~rthwes~ Testln+~ Company, Inc.. CpNS.777UCTION TESTING acrd INSPEC,?xPl~% ENt~IRONM~,NZ,~L CONSULT,4TIDN and ASSESSI~F.11~T , F,~ELU ~NSPEC'TION ~.E~'ORT CIWENT: Rainier General Development DATE: May 28130, 2Qf78 PRUTECT: Tahoma Terra lvlulti-.Family REPORT NO: 06 . INSPECT~~t; Mark Robirasorz PlItO,TECT NO: 07QS.C31 CONTRACTOR: Rainier Creneral Development May 28: Inspector Nla~'k Robinson qn site, 7:50 am, for inspection of roadway base cornpactio><~, Qvercast, 54 degreES. Cotttractgr is in the process of placement and cgz~paction of structural £tll over lots 1, 2, and 3, parcel number 7854~OOQOQ9. At this time, fill is just begiruiing ac lot l . Approximately 14" of fill has been placed at lot 2, aztd 8" at lqt 3. Fill elevation at lot 2 ie~ approximately 30" below finish grade, fill elevation at ~lat 3 is approxirraately 62" below finish grade. l~i,~ consists of a well graded sandy gavel ~GW)- VVhi1e the fill meets compaction requarezxaents, inspector does note that t)ae ravel is below optimum --poisture conditions. We recommend that additional water be added to the fill as necessary, Raise is predicted era tonight's forecast. Three in-place field campactioza tests are taken at randbrti lacatibns at lots 2 and 1, alI tests comply with compaction recluixernee~ts. See attached for test lacatlons and results. NORTII~Wr EST TESTING COIV>[PAIVX, ZNC. Mark Robinsofl Licensed )Professional Geologist 1ZegisterEd Site .Assessor ACTJICC Certified Concrete Technician PO BOX a J:~RT OLYMPIA, WAS~iXN'GTON 98549-]5$t ~'~ON~ or ~A~ (3G0) B6d~3647 05/28/2008 25:31 3608663547 NQRTHWEST TESTING PAGE 02 ~., o ~,, c. .. ~ ~ ~ p o :p `~ ~.,.. ..., 7C ~. ~ ~~ c ~ rn S~ ca., o n~ ;rt ~ ~ a ~ oo ~ . '~7 o ae Q ~ z ~ ~ ro ~ ~ ~~1 ~ ~ ~. ~ ~ ~ o d y ~~ ~ e ~ ~ ~ ~o~ ~ ~ ~ ~: ro ~" ~ ~ ~ .. ~ ~ ~ ~ ~ ~ ~ ~ ~ C1 ~ ~ .~ car Cb ^' ~ ~ ~ ~: ~ ~ ~ ~~ ~ ~ ~t ~ ~ ~ ~ ~~~ ~ ~ ~ ~ ~ c~ t'! ~N~ w ~~~ ~~o. z . ~~ ~ o ~~ ~y ~ o. -° : -. IJ ~ o ~ ~. ~ u, ~ I O~`a~~ m '-[7 ~~~~,~ ~~~z ~~~ ~ W~~~ ~ , ©~ ~, s ..r m _ 4 .. ~ ~ m W A ~s ~ ~ ~W~ a~ w~~ ~~ ~WW a '" ~ w~~ ~~ ~~~. .n `~ ~ WC '-.? t~ ep - ...~ ~ ^ W.. a 3 ~ ' o