HomeMy WebLinkAboutBuilding Geo-Tech Report 2007-8-8
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K& A Enginoering, 1m:.
3327 Roan~ Ave. Eugene, OR 97400
(5411 684.!l3!!9 1101"
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AlllJIlma,2Il1l7
Catalyst Custllm Homes
780 N.W. YOlK Dr" Suite 204
Bend, OR S7701
Prnjett 135.01
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Subject founrtlltion pad construclion
Springfield LOAf> 2007--00120
:5156 .Gi'aystooe,lp:; SprlI1fl(iald, Oregon
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PURPOSE AWl SCOPE .
,As requeSted, K & A :"~"Q" ;,tg, Inc, has made a geoleclli1lca! evaluafu:m olllle fnur,ilalilm soils llllPOsed
<Juring cooslrucli011 Of a foorn!alkm p;jd for tn~ proposed new singie.f,'llTliiy res!der.cll to llll COO$trucled a1. the
SIlbiel;i projllct site, The jllJrpllse III oor evaluation was to delerrrJrre ilie ooRabiltty ollhe sit? for iIle proposed
!l!o-W fiJun4ajl'Jllilnd to make oo.Site ''!lCllmmemtalions fadour.dation pad construction.
Tha scope u1 our smvlces included several ~ viSils durD1!; fonMalioo pad construction, ., w.;" density
tesling ~'f litis, and trdsrapmt ' ' .
, fOllKllATfilill'AO
flellllrnl Site CIJ1!!liIlOllS ,
The'project $ire is locatel! on a sootheast-facing slope sooth of 111ft street A subslarrtia! i!moulll Of fill was
placed en this let during gradll1Qllperationsfilf the subdMslon. . This.flit appears to Ii at least S -loot in deplh
along tl1a norlh propefly lina {lxmwring lhe S!.i1l1ltj, This fill woo placed to form a lletmh llf varying widill parallel
ID lne Slreet .
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MalNe Wllllll~tiCn Sl!lmllnd.~ 1110 IDfisling 1m emDanllmont, irlciooinll a ll1!lclIl'ale tree t.anopy, tight gresses
cav81'l'A t'1e embankment prtor to elfCavalion, There Wllnl ooindicaOOll$ of SlOpe movement The fill al0p6
ernbaJlkment has !la<! light to moilillaia surface erosion of fines. .
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,Genel'lll Subsl!llace 8!Jl1tolldj!imm
", We cllsewt!!1 the naiuro_of lhe ~!lllfl emMtIkmen! during excavalicrn fllf!ill! foutldatioo!lad {soo bt1low}.
To lhe depth emtlVillOO (ilwrot:m. 7.fwt) tt,e em~nl<ml)nt materia!$ 3l'ljleared tQ consist of wry coarse
IIfI9U1ar bas~~ 'plt-mn:' The pll run appl!a!ed, visllally, \Q be detl-,*. ullilllfln in gradation. willi gooo ln1eroctling
oonlaClllf C!l<!fae rock fr,l{jmerl(s, '~se rock agpeare;j tQ be al lea-'It Sl)'j(, OHM ltlreIcmnankment, by weight
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It & A Eilgieeerillg, 11lC.
Couslrul<lioo
rne fnuildaJiol1 pad was preparnd by extavalion il1lo tfle exislil19 fill embank1'!lel1l w.atenal !lJ accommodat~ a.
'ml\'ligrlt Immdatilm (litilll/ the soulh), TIlis cUi 'rangild lrom .P,""^;,,,.;dly 4 fo over Heel in height The
malerial exposed in the culs was angular basaft "pit-ruo"fiil described allu\'e,
We alsu uDserved fha! native baS3~ bi!droc-ll mi~ht have been exposed at tlle IJase of me D~i at 0, Ollar lIw east
end of tl1e foundatiorr rad,
ApfJl1JJ<imately 4to !l-inJ;/1w of %" (-) well-graCed crushed aWf1l9<!le was placed on the prepared Sllllgmde and
compacted, We made random lllsts 01 the in,piace density and waler wnlenl of the crushed illlllregate fill and
have oorerrnined that the 311llrage o!V density c,~-.;o 95% cf ma.~imum as OOlerminad lly ASTM 0695, A eoill'
01 the field leslresulls is attacMd to this report .
SIlMlIWlY Aun REt11l'ilMfNllllTIllNS
Gl!l!ernf 3llil<ibDity
Due to l1le lact that K & A Engil1!!eling, loe, did OOt oOSffi'Ve ~"~~I""vn anile subarade lor the existing fill
emhanKment and did not observe P;""''''''~ of tile !ill. ~ carinol wrtil'1 su~abi!iW of tlre remai.liou fill c. the
subgrade undemeetllll1is fi~, in lhll ,area oftheloundation pad, If Il1I! remaining el<lstlng flll embanKment
matM.l is coosis!!;N with ll<Jr observations in the cut, and if ilia silllgraliJJ oolow ll1lI 2)(iSting lilI emllanklrulnt
wa,s prepared pro!l1'Jly, !M fmmillltlon pad Would he suitlbla to SUllilOlt tile rll'OjlOsOO fmmdatior,
We recommemJ tlml the City of Sprillglietd jlrovide dooumentation ul mspacti&l aM acceptal1ce of the- exis\ing
ftll embankment by 1M subdilriSion gOOlEDooiea! errgif100f,
Flmndation Suppml
We !W,Ommend liJat CDllVslll!l)l)lIl cast-m-pli1l;e .onrme spread !oollu~s 00 ronstructod so It!at 100 loollllg
e6ges iar~r.g tile lOll edge 01 tile tl!! ell'~..,,~, ",,,,, are no clOSM 1han tl1e h~Jjjl1t llf the remaining mlllllhat
lOCation. '
tJFanm-e $olls
Tht CW1Sil C<isaft 'p~.nm" has no pOll?nllai fer volume chang;! wlth changes ill water wment No addltiOfliil
cOOSlruclmn is rnqillrmllo address IlltjlllIlSIVl! :roils,
llralnaga
\Vl! r!)(:ommend lnata p&rirril!\er footlng drain be il1"<;I~liOOarourid lhaafi sitles of 1M perimatw 1000ndalion, The
footing o'l'ain shouldC&1Si;;t of a 3-inch minimum diameter perfcrat.d drainpipe CtWere~ witll allll1!& 1l-tnches
at dlam rack mat is ool'eio/lfJd in a Sllpanrtion gootlllltiie.
Sl'EClflCA11ONS
fasndslillB llrnin
PertoralM dl1lU1j'l!pe sl10lAd co.1siSt rigid AIlS 3000 Triple Wall, SClWlule 40 pve, or lin efIuilllllallt rigid pifle,
The !l;;lWaiIOM Silollld 00 ptmM down. Th(\ Ii1Wl0alion drain shllt4i NOT 00 cllI1r.ec1eo to IRe rool om"
Ulll<:oS tilll ClJnlll!{,wn is m-dde oowllllill of !he 1\l\ll1da!ion ~'fjliling a biroldklw prevention deviCe, that prohibits
mol. drainilllll from backing up into llle loondatkm drain system. ,
Project: 135.07 6156 Gl1lystOlll' lp,. $pringft;:{d, Ol1lll00
Gfienl: Gataiysl GllSlom l1!Jmes . .
PaWl 2 of:!
AtillWit 8, 2\107
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i( & A Engmeel'ili(j, 1m:.
Orain Rl1I:k
Drain rock shoulil,CollSlsl aI clean, durable, ojlllll-glllded round ~r crushed st~ne: The rock should IJe placed
IfflJf arnJ tr! the side of the perfolllled pipe 50 thllllha yipa has a minimum of 12 -incheS crf cover. The drain
rock should be covered with separation geolflXllle
Sllil~ri!lien GealuztUIr
Separation ~eob:ldils shoultl be pla~ ol1ll:e grade (at footing level) plior lC placemllllt of the perforated pipe
50 that efter fhe pipe Is lall! and drain rock pla<::e, the lteofu~,ile can completely wrap around the drain rocK
Separation \It'.otextHa shall cOIlSis! of a poly'lllUP'iieOO non-woven rnred~urn;l1etllallric thai Is slabiil:oo
agalnst degradalion from UilrnVl::liet light exposure (sunligltt}, The fabric should ha,'ll 3 mlnimum AOS of 7(l (US
SjG, si(!\'S sf;rel,
LIMITATiONS OF THIS REPORT
. TNs mport has been prepared tor tJ;o llXl:l\lswe use {J! Catllyst Cuslllm l-klmes aM itS design totlSullilnts or
sutf,,(mtrnctcrs !orlhe sulljed proposed slrJctUlll.
Tllis gootellhnillal illves!1~aikln. analr..is. ar.tllWollttrol:t~jat!el'lS rrecl tIia stam:lards of carn of comptJlelll
uwtedmftal enll~leers p:ovillll1l/ simffw se1Vic.s at tire lime lhese seMClls wef\\ pr(WittacJ. We do npt warrant
or guarnntoo these reccmmllrtdillio!1S. site sumre, Ilr swbsurface r.."..(,;~;v,,,;,
The scQ~e of our seNkes doosnot jr,clurle constllcfton safely precm,1ions.WCllni\1w!s. SilqOOflC<lS. or
. pmcedures, ~l1Capl as S)lilC~ica!;y recommendM in tl1is report Om services should not 00 hllerprelooas an
u01liromnanlalas""".",."t of sila ~O!lditillOs, .'
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Thank you for !!'IJ oppo,1mi!y III be of seMce, PI~aS9 caU us iI you have questions or Med furtlmr assistlnce.
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Mlohael Rembold!, PI':.
K & A En~fneefin~, 1m::.
Project 135,07 6156 Graystmw Lp,. Spling!iald. Orngoo
Client: Cataly'st C:ES!{'m H{)fllllS
Page 30lS
All\JUSI8. 2007.
llensl!y m.s..ii ami SGil-A!!grog;rt~i In-Place
AS1Wl92!l22 and 03617
!'rDiact 135.07'
Sile Adl!ress: 6158 GraXslJJltil LOO\l
l'emj~lUl: LO?2007.Q0120
Dille; 6fti2OC7
llesslly TeltlTVIle'; OT-4
Ojlarll!llr: 5S
Malarial TVIle: J/4-incll mil!us uensa graded crusi\(!d aggrega1e
~1axllllUm !liY Dlllli1iu.:i 128.0
Slasdm'4!lllll0n and !!elareO\le ClJecli <l.lJl1llsily
IS!aOOllrlIllawlI!kms} (S,Il.J
Tem lie,
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IlsllIl!ly,i
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1',\4,2
136,3
135.8
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128.4
128.6 .
127,a
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, Direct Tfl!flsmis"M (01) (specify daptll, in,) {J{ Ai, G"ll Bac~alW (ASIl) (Sj)OCiliy(f)ouCilal1Ul 01 (U)nlli\lch.b1.
mlllle
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WSWl C6!111l11ctilJn.
Cllnres~ %1 %
4,5 I 100,3%
M 100.5%
S,l 99.8%
I'lemaris
Averaga: 100.2%
Sll!, iJev.: 0.32%
T ast pertormed (lsing Seaman NUi:lrm eo." m<l00! C,~, SN 2m3
Cfiant: Catalyst CllS!~m Homes
PmjfJ:t 135,07
K 1\ 1\ Eegirnlarisg, lllC,
1\ffl:'2(J{)7
'fJ:#$ 'B'lriformnt:Wn
lJ'!!~f!.J.To Build On
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Jllly 21,2000
*RE1I!SED FEBRUARY 16, 2007'
Mr, Mark Vukanovlch
Suntrust Land Company LLC
790 NW YOr'.. Drive. Svita 204
Bend, Oregon 97701
Re; EarthvJorl< Summary Letiar fur individual Building Lots
Mountalngate Subdlvlslon - Phase 4 Lots 1 throllllh 129
Springfield, Oregon 97478
PSi Report No. 722--65013-103
Oea~ Mr. Vukl;lno1lk:l1:
PSi Is pleased to submit our aaI'J)worl< summarf leit<<r and geotechnical requirements
far iruiiWlu!l! building lots fur the Mountaingme Subdivisiori Phase 4 - lots 1 through
129 in Springfield. Oregon. PSI has been prl:lvidll1!l opsel1liltion$ dUri!'lg construcllon of
tl'e building pads from Rlbn,lary 9, . :W06 to present. The earthworn was performad by
Oakrilfgl! Sand alld GrlMll under the diracnon of the general oontrat:tor Eugene Sand
and Grovel. Observations during our site visits were oocumantad In our daily field
l'Gports which were typed and contaliwd a site plan showing the areas the contractor
was wor~.ing 011 tf10S11 oalfS, Please reference these reports 722~5013-1 through 7'l2-
65013- 102, Copies oftf1ase NlpOrts were also proYldetl to Eugene Sand and Grovel.
Oaktidge Sand and Gravar. City of, Springfield. and The Favreau Group. Baaed em our
ob$erva~!los dullng the time frame mentioned aboVj:!, the eartl'lWQl'k was """i\"..;ed in
geMl'ill1 atl:l:lldall~ witf1 lhe proj;lcl 9;""';"- \"icsl report prepared by Boire and
AsoocilltS$, 111(;, alilted April 5. 2004, aty of Springliald reqlllraments, al'ldapplicablG
provisions of the ctI1Tent !nlarnalional Building Code.
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The OO(:QIldary PUrpOlre of thIS IetIar is 10 outlil".e gec!echllk;al e. .",;, .",~dng investigalio11$
thai should l:le completed fur individual lots 1 thf()ugh 129 prior to flilSklanlial
oonstruction, T (> 00 c011$lstent with crIl:arla eslabllshed during oonstru..tion for, Phas,",.; 1,
2, and II by lloire Ass",,,;..,..,,, 1m:; and ItA Engll'Weoog In lellarn daffil.i Fool'lJ!lry 10,
2000 and Maron 28, 2000, ....,p~.~!lvell', we are i'l!!COmfrlanding Le\!EI1 I and Level II
ge{l~h1llcgi Inves1Jgalicns be I->"}",,..ao on L9ts 1ihrougl1129 as follo;\IS:
Lew! 1 G....l~.lllcalllM!lltigatian
To oe conslsll!!lt wltl; tlre prevlousiy $ubrn1lled reports, ....-e !'e,.ommel1d a level ;
geolechnical In\-Ugsllol1 be performed for the residential building lots whel'G the
$U!)surface eomiition. are knOYm to cQrlsiS1 of ~"H,,,..terI! son or rock and have been
obsar\,.,a by PSI during grading operations pmformed by the earthwork <:01ltfat:tor.
lots in ths MUl.l!llliiirlgate ?hooe 4are~ that f~g into Ihis eateBO/Y $'" 7 through 22, 29
throU9I1 $4, 40 through 61 , rand 74 through 101,
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Earthworll Summary letter for Individual lots
Mountain Gale Subdivision - Phase 4 Lom 1 furough 129
. Springfield. Oregon
722-65013
Page 2
ill genal'lli. !he loiS in Level 1 should not require extenSiVe grading operations to
construct 1I1e single family rmidences, Accordingly. a lot spacffic geotellhnical
investigation is not expected for foundstlon assign prior to construction of the Level 1
resioerrtial huildings,
We recommend !ha! a geo1ed'lnical engineer or representative observe these lots dunng
excavation to verify that the above listed conditions havg been satisfied and the
subgrade conditions are suitable ror coflstmetion. As a minimum the geoteclmical
engineer should provide:
1. Verify IlIat site work doss not advefSe!y Impact. adjacent lots, utllmes, and
straat improvemenls. .
2, An examlnallOn of aU foundation exca\l!ltlol'ls during construction to verify
design Gr1t8l:!a 8lI!lumptions and 10 provtde reoommendil'dQns, if neceasary.
3, Noteafl'l special. unexpeclOO, or latent conditions that would requlre a la'ffllll
investigation,
'1'aFiigraph r<imoved regarding INlXtfroJled lots.' The sum" sells will be
a~ss"'d during Ullil Lf1ivei 1 G~httiCidllfW'lStigations. ~
As mentioned in 0& previOusly submitted reports, Lots 97 through 99 have been capped
w!1h l'1lB<<lrlai that is powntfa*y ooq:la11sru-e based <l!1 laooratofy lests. This materia!
should be removed prior 10 residential con5lruction,
LweI:! G~Jt,,;,,:...ltallmelitigl!.tioll
We S\lggest II Levellllnvestigatiolllle ""'m..;~,led on aU ulnar remaining lots in Phase 4
where 110 gradmg operations have yet been pe.i",,,,,,J and the lots am curren"}' in their
naWl'llJ $tate, some of these lotsmey be,steap, the subs\llface corn:lillOns UnKnown,
$no s!ruct.ura! fills and/or ratal11!ng wans may be ne~d. We recommend Iols 1'through
e. 24 through 211, 35 through 39, 62 through 73, and 102 t'1rough129 W included wilhin
the LevelH category,
in general. !he jo\Ji; ill l.eval 1 may rllqulm exter.silJ1l 'Elllll'ttwrofK or gm(ling operations to
c-enstrucl the single femll)! msldenC$s.
For '1oJs within \he l.evel !l c.a\egOf'l, ,..,... recommend a Sjl~lic geotechnical
inwstigllllon be complettld pOOl' to nome sito devalopment. Will1in these areas.
particular attention sllould 00 given to: unslable' ground, sofl:Jwet soil cornlitions.
~ns;YllsoiI3, <lTains!jl$. cuWfills, and retaining walls, The followlng ,lams are
suggested as minimum 1e!:jl.llremenlS for IhQ geotechnical ilwestigatiOI1 reports, .
EarthWork Summary Letter fOT Indlviduall..ots
Mountain Gate Subdivision - Pha99 4 Lots 1 thl1:lugl1 129
spri1'lgflald. Oregon
722-65013
Page 3
1, SUbsurface explorations using either exploratory lest pr.s andior soil borings te
determine fouodation condftiOl1s.
2, Laboratory analysis of the soils to include at leest moislura content and dry
density, gradation, and Altel'llerg L\mits tests, Testing may also include
Expansion Index if the soil 15 potentially expansive based on visual analysis.
3. A written report prepare6 by a qualified gBn!echniool engineer that summarizes
the site condmons. presents the laboratory test results, and addresses the
reoommemlations for cuislfins. foundatlons, drainage, retaining walls, and other
Items that may be nacessaryto the de",-,lopmel1t ofilia proposed residence,
Similar to Level I lots, we recommend thet a gsotecl1niool engineer or represemBU\IG
observe these lots dOOng excavation to verify lhat the al:love listed oondit.ons !1aye been
satlsf>eu ant! the subgrade conditions are suitable ror conlltrut:tion, As <3 minimum the
g!WtEchnicsi engineer should -provide:
1, Ve1ify that site WOI'Ii 0= not a>j-~ly lmpaet 311i<lcsnt lots, utilities. and street
improvements,
2, i\n ~amll".a1iofllJf all foundation excavations duling construct!()fl to V<lnf~' design
I;literia assumptions and to provide recommendations, it necessary.
3, Note any special. unexpected, or latent conditions that woUld mquite a level Ii
in\lestigation,
it Is re<lllmmencled that PSI be retained to examioo and identify soli expO!Stlree created
durmg projeCt exC8.'atiOOS to V<lmy Iho1t son conditions are llS anticillsted, We further
reoommend lhl!lt strJc!ural flUs, if --any, be continuously ooselVed and 19sted by our
representstiV<l to evaluate the tlmroughness ano unifurmlty of compaction. Samples of
till materiels should be 5(lbmiltOO to Of.'f laboralCJf)l for e'laluation plior to placement of
fills on site;
This repor! is ro, the excl\JSlVe use of the adllressee end tIleir n;prasanlati\ll1 to design
!hi!! l->''''-''''S\i stf\1clure Iles<::ribed h!tl'sin and tc prepare ~,,"~oJction i:kJcuments, The
data, JilIll!!Yses, and mcammendai!l:lns may not be QPpropriate for (j\her lltrucltJras or
purposes, We recommend that parties contemplating other structures Of purposes
contact Ull, In tile absence of.our written appru.-a!, we make no repmsen1alion and
assume no m5))qnsibillty to other parnes regarding this report.
The recommendations oonlainl!!d lrrthls repellt Bit! based (m t"la available subslJli'aoo
infamwlioo cbtsins:! bl PSI, and deslgr: detailS furnished ror the proposed project If
there am llny f€R1siona to the plans fOf this project. or if deviations from the sul:lsuriace
centillions ootoo in this rep!lrl are encountered ouring constmClion, PSI should be
notif<ed ;"";,,,<,;lataly tll de19rmim; if changall in the foundation If/commendations are
required, If PSIls n(lt retllmad to perform \heS!! func\lOl'lll, PSI will not be f1llsponsible for
the Impact of those conditions 011 the proj1;lct.
I
, Esrtnwn,rk Summary Letter for Individual Lots
Moul\lIllin Gate Subdi-.ision - Phaea 4,Uml1 through 129
Sprtnglteld, Oregon
722-110013.
. Page 4
Selvlc<lS perrormed by the gootecl1nlcal e<1gir>eer for !llis project Mile been oondUmOO
with that level of care and skill ol'dil1arily e:<&rcised by members 01 the profeSsion
currently practicing in this srea, No Wlilrrarrty, el{j3ressed (If implied, is made,
Resp~ully Submilled,
p,vf....,.lmmJ SeiVi&e Mdustries. tm::.
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Raymond V; AlIperti
. P'oi<!ct M-anager
ChanesR L'-I"!l. P.!:,
Senior ~r Engineer
RVA:rVll
Co Eugene Sand and Gravel '
Oakridge Sand and GrllWl
The Favreau Gt:oup
City of Springfield
Affa<::hment: Table of La\le! 1 and level :2 Lois
l~$l1lnfOrmatiOn
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Mountaingata Subdivision Phase IV Table of Level'! and 2 Lots
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8 " 1
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10 .-1 .1
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I 12 "
I 13 ; oJ
!.. 14 i~-- -V
15 -01
16 'i
17 ~
I 16 --J
1-1S v
20 --J
! 21 ~'
j :n -.
23 "l/.
24 -i
25 v
I 26 I ~
I 27 , 'i
I. 28 ! I 'i
29 .. 1
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31 ! " i
32 I .. I
33 I , I
34 oJ
35 .. I
35 ,; I
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t 36 'OJ I
I- 39 '>I
40 -v 1
41 --J 1
42 .;; 1
43 .) I
44 ,
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45 'I
46 .J
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Mounteingate SubdlvJsion Phase IV Table Of Level 1 and 2 lots
, T 'Or jf' "..".'.. ... ~t.:E\lE1:T"...." LEVEL:! 4
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50 :.,
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53 ,;
54 " ,
65 ~ i
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i 84 ~ J
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92 ,; i
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Mountaingate Subdhrision Phase IV Table of Level' and 2 Lots
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I 97
98
00
100
101
102
103
104
-105
106
107
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100
110
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112
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I 114
i 115
. WI
r 117
,. 118
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1i9
120
;2,1
122
123 r-
124
121>
126
127
126
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