HomeMy WebLinkAboutPermit Field Test & Inspection Report 2008-6-9
Jun 9 2008 9 09AM
No 2601 ? 1/7
K & A Engmeenng, Inc.
3327 Roanoke Ave., Eugene, OR 97408
(541) 684-9399 VOice
(541) 684.9358 FAX
t'nglnl'erlng
Fax
To' TJ, Houseguard. LlC and Stapleton Timber & Excavation From. Steve Schultz. E I T
Fax 868-1709,461-0729 Pages 7
Subject 6489 Dogwood St (lot 95-Moumalngate) Date. 619/08
Attached are the geotechnical report and In-place density test results for the subject srte
Thank you for the opponunlty to be of service Please call me rt you have any questions
Sincerely,
f)u::5 ~-
Steve Schultz, E I T
K & A Englneenng,lnc
~
...
Jun 9 2008 9 09AM
No 2601
P 2/7
(ummumly '1l-rVI<..t.. Dlv, RUlldmg ',jILly
CITY OF <;PRINGFIFLD OREGON Mountamgate Subd Lot # 95
.2155111 \trtL'( "pnngtleld OR 97J.77 Ph 71'(,,7,9
~.' PRIN('F~IElD~ ., ~
1>'\m1>""I~....",.,.,,-m~ 4.A IiiiiiIIIlili
-- ~1.:Qf;7~1l'.w1!il~~ .t) IlIU1iII
Mountaingate Subdivision
I Site Investigation Questionnaire for Consultmg Design Professionals
SITE ADDRE~S 6489 DOGWOOD STREET CITY Jon # lDP2008.00064
Foundation reauirements - new structures on residential Jots
Thl~ form may he u~ed a~ a verlfiLatlOn to allow eon~truction to Lontmue on the Job
sIte until the ~tamped 'AFFIDAVIT For Site Inve\tumtlOn OUe\tlonDlllre'..
submitted to the City Thl~ form mu~t be completed by a hcell~ed de~lgn
professIonal (englDeer or architect) or hl~/her authorIZed repre~entahve, and
submitted to the bUIlding mspector prior to reque~tlDg City lD~peehons or plaelDg
foundallon concrete. illS Important that all quesllons be answered completely for
tbe foundatIon sUe to be approved tor construclton.
Owner: Houseouard. LlC
Contractor: Houseouard. lLC
A Date(~) of the de~lgn profe\"onlll'~ \lte evaludhlln?
5/28/08. 6/9/08
B. Has the deSIgn professional reVIewed a copy of the geotechnlcalmfonnatlon
that was prcparcd for the subdIVISIon relatmg to tbis site? Yes ~ Na_
if not, pleu.!e contact thll (1flce for a copy of the report The deSign professIonal
mUlr be jamlllar wlfh the gcolechm,al mformatlOn before completmg rhls form
(' In wblch GeotecbDlcal Investigation category IS tbls sIte located?
Level I ..K-
Level II
Note Level II reaune, a ,Ite-,neelfic l!eolechmLdl1l1ve'lll!d110n & renort
Were any sIte condItions IdentItied Ih..t would Lhange the Ldlegory? YES_
NO!
(t-or criteria determIning. catee.,ory, "ee the "reCltle (,eolec!mlcal Re(\ol't tM theW'lTeCI pnt'l.'it {'If tilt. "'iMI'~\<;I(m}
If "yes", explam (use the reverse SIde oftlus sheet or an added sheet I! necessary)
lot5
Jun 9 2008 9 lOAM
No 2601
P 3/7
('ommullIt) 'eJVICes [ll\l Dl1lldl.!l~ SClfe'ty
CITY 01 )PRING! ItLIJ ORLLON
225 ," SllMl, Sprl1l~fidd OR 97477 Ph no ~7,9
Mountamgate Subd Lot # 95
Was a geotcclu1lCal engmcer mvolved at the sIte to vcnfy that conditions are
SUitable for constructIOn of the proposed butldmg(s)? Yes]! No
Name of geoteclu1lcal engmeer
D What wa~ the nature nfthe excavatIOn and lor fill?
Foundation nad oreqaratron ,ncluded elcavatlnR multlnl. level benches mtn lhe hIllSide Th,
ercavatlon extended 1010 native Ian weathered/decomoosed sandstone Dr brown. mor.' colluv,al
&111 Wllb occallona' cobbles uo to 6.mches The cul& ronped Irom aqororlmalelv 2.leello 5-le.t rn
he.qhl Uoon comolehon ollhe elcavohon. aoororlmalelv 3 10 6-mehes of Yo tnch minUS dense
araded crushed aqareaBle was olal:ed, araded. and comoacled over the areas 10 receive
foundallons or a slab_
W d~ eXJ~tmg nOl1-~tructur<1l fill or expansive sOli encountered on the lot?
Ye~L No_ If"ye~". whattype\, depth, and ]IlC.lllOl1S, ,md hllW d()e~ .t.ll1e\-t
the bUlldmg toundatlOn?
There was aonrollmalelv , 5 to 2 5.leel 01 dark brown. molsl. solI. moderalelv Dlastlc oroanlc SIll
at the surface 0' the 101
Wb<lt mea~ure~ were wken to remedy the sOil conditIOn (mclude type of
engmeered fill u~ed to ~t<lblh~ the sOil)?
TIle oraanlc moderalelv olashc slit was removed Irom the areas 10 receive foundations or a slab.
,0rlOr to olacemenl 0' the 'IooIncb mtnUS dense oraded crushed aooreoale
Is the sIte as prepared adequatc 1! madcquatc to mamtaln constant
mOisture content m the sub grade? Notc VcrificatlOn ofmolS/urc stabilizatIOn In
the ,\ ub grade 1,\ a requlremcnt for sltc prcparal1on, and must be affirmcd bcforc
Gon\truct1lm ,an f.,ontmue
If madeq uate wh"t med;ure; Me to be tuken to provide constant mOisture content
In the ~ub grade?
!S the SIte, as prepared, adcquate ~ madequate 0 to support the proposed
struenJre? An affirmal1\1c at1.lwer Ir reqUlslle to proceedmr; wllh constructIOn
If madequate, what additional work I~ needed to prOVide adequate
foundation support"
20f5
Jun 9 2008 9 lOAM
No 2601
P 4/7
CommunITY 'oelVlces DlV IllllldUJO ).ltery
CITY OF <;'PRINl,FIELD OREGON
221'" Stleet )pllll~field OR 97477 Ph 726-37)9
Mountamgate Subd Lot # 95
E D,d the de~lgn profeNonat wltne.s placement and compaction of the
engmeered fill, or " there a speclalmspectlOn report forthcommg from a
quabfied agency? 1 witnessed Placement SpeclallnsplcompactlOn report :x
Attached IS the In-Dlace densllY test resulls of the crushed aDQ,reDale hll The resulls Ind,.ate that the
averaDe dr. dens It.. as olaced. IS .realer than QS'Derc8nl ot mallm"m as dolermlned bv ASTM
D69818tandar~ Proctor teall
F Thc deSign profc.~lOnalmtend. to U\e the follOWing method for IDstallatlon
of perforated perImeter footing drain\
1be dcslgn on thc attached drawmg prOVided by the deSIgn profeSSIonal 0
Thc mcthod shown on the oflgmal constructIon drawlIlgs X
I hc typIcal '1- oundallon Dram. drawmg attached to perml! 0
Perforated penmeter drams are not reqUIred 0
Comments
G. Low-pomt crawl space drains are reqUIred to prevent the budd-up of eU4;SS
mOIsture inSIde the foundations dUring (and after) eon~tructlon. This drain
may be mstalled after foundation placement rn1v WIth the cxnrcss ncrmls~ion
of the desu'll nrofesslOnal
II The deSIgn professlolloil h<l~ detel1TlllleO the Joliowmg
The crawl space dram IS requzredwhen ,hejoundatlon /,\ Inltalled 0
The low-pomt dram can be mstalled after foundatIOn placement Without a
;If!.mficant mOIsture build-up problem wlthm the foundatIOn X
(The low-pomt dram may be mstalled a' the frammr stage of
, U 't 0 ,I ]>Ml& Mam frammg, rnnflrf;!. (!tc
COn.I r < I nj
b Hal the delll?;n profel \/(ma/ ob,lerved and approved the InstallatIOn of the
reqUIred low pOint dram I Yes. _ No
If "yes", where IS the low pom, dram located under the bUlldmg and
where does II termmate at thiS flme? (Mus' be an approved locaflon Ie
stree' !:ufter, storm sewer, sump pump and dlfcharge Ime to the ;treet
etc)
The deSign profeSSIOnal must detenmne whether the <lpproved penn!t dr<lwmg' hoive
adequate foundaUon steel Is any additIOnal foundatIOn ~tecl reqUired that I~ not
shown on the foundation drawmgs for the buddmg?
l'el No ~ If "ye, del<nhe addllltmall/eel reqUIred (or proVIde drawmf:)
1015
Jun 9 2008 9 lOAM
No 2601
P 5/7
LOlllllltlll1ty SelVJCeS DIV BU11dmg 'h:ilu)
<.11 Y OJ SPRIN(,F1Fl n OREGON
22"\ 'lIb ~tleer Sprmgtield OR 97477 Ph 726-37)1)
Mountamgate Subd Lot # 95
The indIVIdual dOIn~ fhf ob~ervatlOn\ and pmvldmf{ dlffcllon for the excavallOn and slIe
pI eparaflOn work on Ihe properly mUlt \Ign Ihe fiJl/owmr; slatement
The undersIgned deslr:n professional (or authOrIZed employee) attests that he/lhe
aburved required mOlsluTI: slabillly pracedurel on this site, and that such procedures
were accomplIShed before any changelllcLurred m the mOIsture content IIfthe lub-
grade under and around the bUlldmg (where expansive salls were enC/lantered). The
underSigned further attests that the \Ub-grade, as prepared, IS adequate to support the
bUIldmr: proposedfor thIS HIe.
Addlbonal comments:
(Note). A eopy of th.~ repon shall be kept on site wIth the lIpproved plans at all
times.
Thl~ r~port ~hall he tollowed by an affidavit. >lgned and stamped by the deSIgn
prof~~\l()nal under whose auspIces tillS report Wd~ wmpleted. affirmmg the mlomldhon
herem The SIgned/stamped affidavit together wllh a copy of Uus report shall be
~ubmllted to thIS office pnor to reque~tmg frdl11mg mspcetlon for the bUlldmg
Slgnaturc~-~ .........'~ .
Name Michael Rembold~'Trde PnnclOle GeotechnICal Enlllneer
Company K & A EnOlneerln~
Phone 684-9399
L.ccn\ce Michael Remboldl
Llcensc 1119474 expIres 12/30/2008
The geotechnIcal report for each phd~e oj the MountaIngate ~ubdlvlslon mdl.e_
recommendatIOns for placement ofbU11dmg construction on each site The report also
recommends that site preparatIon dunng wet weathcr condmons be av{nded unless
~pceml mcasures are taken to mItigate ~o1t ~O1l conditIons and mOIsture collectIng m or
around thc foundation area~ dunng and after thc construction pro(.c~~ Po~lllvc Slle
dramage must be prOVIded
40f5
Jun 9 2008 9 lOAM
No 2601
P 6/7
CmnmllOll} \lrVI(.l' 01\1, Buddmg ~tlfety
ClTY OF SPRIN(,FIELD ORLUON Mountamgate Subd Lot # 95
22') )111 ~tn..lt \pnngfillct, OR lJ7477 Ph 7'26,7'19
SP~;C~iiI
s~=::'~""""l.~I~1a: t{i. ~
AFFIDAVIT
For Site InvesttgatlOn QuestlOnmure
Foundation Sub-Grade Approval for
Residential Building Site In Mountamgate Subdivision
The undersIgned hereby dftinJI~ that the excavatIon. structural fill and m(mture
stablhzatIon method. for the hUlldIng sHe at the address shown above were oh~erved by
me or an duthoTl7ed employee Dt my firm and that the followmg 's true
The geoteehmcal InformatIon for the subdIvIsIon, speLltie 10 lhh ~Ite, was UUllzea
01' pdrt 01 the determInatIOn for foundation prepardtlOn and draInage reqUlrcments
2 The tOtmdatIon sub-grade IS capable ofsupportmg d mInImum of t500 psf, and IS
adequatc to support the bUlldmg proposed for th" "te
3 Thc mOlsturc contcnt of the excaval10n w~ adequately mamtaIned dUrIng the sIte
prcparatJon process and the site IS adeqUately gTdded and dramed for dIscharge to
an approved locatIOn m order to mamtaln ~tdhle mOlsturc content throughout the
constmctlOn process and thereafter
4 [he accompanymg report titled "<;ne Inve~t1l1atlOn OuestlOnnane for ('on,ultm~
DeSll!n ProfeSSIOnal," (,,(mlammg field Dh~ervatlons and instructIons mdde on
(dates) .w/08 and 6/9/08 IIlr lh. ~ hUlldmg SHC was completed eIther by me or by an
authorIzed repre.entJ.llve under my ~upcrvlslon ro the best of my knowledge,
the mfonDdtlon ("ontamed lfi that rcport IS complete and accurdte
Date# ~
Name of LIcensed Profe..lonal (prInt) MIChael Rembold!. P E
SIgnature -.:~ J
EXPIRES ~Lf'
Jun 9 2008 9 lOAM
No 2601 P 7/7
Density at SOil and SOil-Aggregates In-Place
ASTM 02922 and 03017
1 Prolect 119 08
I Site Addrei5 6489 OOgwood 5t
I Perm" No LDP2008.00064
I Date 6/9/2008
I DensRv TeslTv~e' DT-4
I Operator SS
I Matenal Type 3/4-rncil minus dense graded crushed aggregate
I Maximum Dry OenillY. pcf 128 0
I Standardlzatlpn and Reference Check <l. Density I 1<1 MOisture, I
(Standard Devlatlonsl (S D ) 033 (S D ) 1 21
MOist D'l
Density, Density, Waler Compachon,
Test No pet pel Content. % % Remarki
1 1309 1256 42 981%
2 1375 1310 50 1023%
3 t365 1250 92 977%
4 1307 1200 89 938%
Average 98 0%
sla Dev 3 49%
1 Direct TransmIssion (DT) (specify depth, In) or Air Gap Backscatter (AGB) (speclfiy(T)ouchable or (U)ntouchab1e
mode
Test performed uSing Seaman Nuclear Corp model C-300, 5N 21113
Chent Houseguard, LLC
Prolect 119 08
K & A Englneermg, Inc
6/9/2008
lps"ln/vt"liltion
,.IToBui/d On
.... I J '.. ec......., . .....,
Laboratorv Soil / ASl'reqate Data:
MOIsture DensJtv RelabonshlP of . at % mOisture, IS from our report number . dated for
~Molsture Densltv RelationshiP of . at % mOisture. IS from our report number . dated for
~ture Density RelatlOnshlD cf /4'1 ,at 5(' % mOisture, was furnished bv (client) ,(contractor) tlSUlf"erl) f YI-,- 0
THESE TEST RESULTS RELATE ONL V TO THE SPEClRC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER~ LOCATIONS OR ELEVATIONS
Field Densitv Test Results:
.
Clienl
Address
Test No
?91
Project No
Pro). Name
Projec:t Local'on
Eaulpment
SPRINGFIELD OFACE
FIELD DENSITY WORKSHEET
SOIL AND SOIL-AGGREGATE
1040 - A Shelley Street
Springfield, Oregon 974n
(541 )746-9649 - (541)746-7163 fax
t.f'1tL (I fL"
APPROXIMATE TEST LOCATION
APPROXIMATE
TEST ELEV
HOURS
o T. HOURS
MILEAGE
10' .f,.~ .5....01 A~ E_s,de...
",.Ij{~ .j ~~.jt, .t.41.....~
wel'C
t4Jf....".-'+ tV +- 5
r-r;
\
1/7 7.J< tfl/
SrP.rtJ
Troxler Model. 39' 3 <>
. Dale Performed
PO No
BP No
Technician
VLJ
MS t.t.! OS
~3).7
h- fl-o'r
SN J"" I h
-
SI'FlJ
Q<.{",,,I'--.
PROBE WET DENSITY DRY DENSITY PERCENT PERCENT REQUIRED Conunents
DEPTH lBSICU FT LBSlCU FT .. MOISTURE COMPACTION COMPACTION
10 II.{)., 7'I'n-~r--j;- 0- ~-'tq.-'l{- "10
I In,7 Ill!,,) 72- "lP' 3 I
I /3'1 'f 13),8" S,t:, 11. 7 I
1
2
3
4
5
6
7
8
9
10
11
12
Tiisispertonne<fal !fimshed Qrade) (below fimshed grace) of (base roCk) fiU malenal) ,trench backfill) (other)
T esl results were verbally reported 10 (;2 t' c It.. .-
/:0"" ~ ';;p~ ~,.;-.
"
Addlbonal RemarKs
THIS REPORTIS PROVIDED FOR THE INFORMATIONOF THE CUENTONL Y 71E REPROOUCnONOF THIS REPORTBY ANY A.E1HOD AND ITS 'TRANSMITTAL TO A mAD P.AR'TY BY ANY MEANS EXCEPT IN FUU./S Pn",'..en ,,:;,,, W7THOlTT 1I1EWRITTEN PERMtSSlON OF
PROFESSIONAL SERVICE lNOOSTRES..
,
mGH PASS CONSTRUCTION, INC.
. /OJ Deer Valley DrIve Eugene Oregon 97405
Phone 5012854
tv w\-l,Ol/\ IT /oAA-'( ("oIVc.eQ..tJ'.
1\n? ...e.Tt~CZ- " ~E A--tT'''''c.Io\.~17
(.<.>1 !oo~Ee:'
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TO P (l..o'\) I De. (,,00& (,.0 M ? \-1 A ",-r. '(
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OF
Ce> M'\..
P[,A~ ,.,(.,
(.) \'f -l. DP'f
Oregon LIcense #055779
e.VG.~Ne:
10 ~ e 0$
e..,C, \.I '!>[,ky woJ
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SHERWIN
V1hLLlAMS.
CHARACTERISTICS
Interior Latex MOisture Vapor Barner
Primer/FinIsh IS a coating designed to
reduce the loss of mOisture through walls
and ceilings
MOisture Vapor Barrier Primer/FInish
combines a pnmer and finish In a single,
fast drying coat
MOisture Vapor Barrier Primer/Finish
IS specially formulated for manufactured
housing facilities
Upon field Installation of the home, thiS
product can be topcoated with any
Sherwin-Williams' Intenor latex or alkyd
product
Color White
Coverage 200 - 250 sq flIgal
@ 6 0 - 8 0 mils wet, 1 8 - 2 4 mils dry
Drying Time @ 7rF 50% RH
(temperature and humidity dependant)
To touch 1 hour
To topcoat 4 hours
Finish 0 - 10 units @ 85'
Flash POint N/A
Penn Rating less than 1 0 perm
ASTM E96
Water
Solvent/Reducer
Tinting WIth Blend-A-Color
Base ozigal
White 0-4
Vehicle Type
Vinyl Acrylic/Styrene Butadiene
VOC (less exempt solvents)
74 gll, 0 61 Ib/gal
26102%
40102%
1031b
Strength
75%
Volume Solids
WeIght Solids
WeIght per Gallon
OTC Compliant
1/2005
108.17
INTERIOR LATEX
MOISTURE VAPOR BARRIER
B72W1
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SPECIFICATIONS
Drywall
System 1
1-2 cts MOisture Vapor Barner Pnmer/
Finish
System 2
1 ct MOisture Vapor Barner Pnmer/
FInish
2 cts Sherwin-Williams Intenor, Latex
or Alkyd, Architectural Topcoat
APPLICATION
Do not thin Reduction Will adversely
affect the perm rating
Apply at temperatures above 50'F
Brush - Use nylon/polyester brush
Roller - Use 3/8" - 3/4" nap cover
Spray - Alrless
Pressure
Tip
2000 pSI
017"-019"
www sherwm-wllllams com
SURFACE PREPARATION
WARNING' Removal of old paint by sand-
Ing, scraping or other means may gener-
ate dust or fumes that contain lead Expo-
sure to lead dust or fumes may cause braIn
damage or other adverse health effects
espeaally In children or pregnant women
Controlling exposure to lead or other haz-
ardous substances reqUires the use of
proper protective eqUipment, such as a
propenyfitted respirator (NIOSH approved)
and proper containment and cleanup For
more information, call the National Lead
Information Center at 1-800-424-lEAD (In
US) or contact your local health authonty
Remove all surface contamination by
washing With ProClean Professlonal@
Prep Wash Concentrated Cleaner or
other appropnate cleaner, nnse thor-
oughly and allow to dry Scrape and sand
peeled or checked paint to a sound sur-
face Sand glossy surfaces dull Seal
stains from water, smoke, Ink, pencil,
grease, etc With PrepRlteQ!> ProBlock@
Pnmer Sealer
Drywall
Fill cracks and holes With patching paste/
spaCkle and sand smooth JOint com-
pounds must be cured and sanded
smooth Remove all sanding dust
CLEANUP INFORMATION
Clean spills, spatters, hands and tools
Immediately after use With soap and warm
water After cleaning, flush spray equip-
ment With minerai splnts to prevent rust-
Ing of the eqUipment FollOW
manufacturer's safety recommendations
when uSing minerai splnts
continued on back
. .
.
.
108.17
INTERIOR LATEX
MOISTURE VAPOR BARR~ER
B72W1
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SHERWIN
WILLIAMS.
CAUTIONS
For Interior use only
Protect from freeZing
CAUTIONcontarnsCRYSTALLlNES1L1CA Useonly
With adequate ventilation To avoid overexposure
open windows and doors or use other means to
ensure fresh arr entry dunng appllcatlon and drying If
you expenence eye watenng headaches or dlZZl
ness Increase fresh air or wear respiratory protection
(NIOSH approved) or leave the area Adequate ven
tllatloo requIred when sanding Of abrading the dned
film If adequate ventIlation cannot be provided wear
an approved particulate resplrator(NIOSH approved)
Follow respIrator manufacturer's directions for respr
ratar use Avord contact wIth eyes and skm Wash
hands after uSIng Keep container closed when not rn
use Do not transfer contents to other contaIners for
storage FIRST AID In case of eye contact, flush.
thoroughly with large amounts of water Get medical
attention If lmtatlon persists If swallowed call POison
Control Center hospital emergency room or physl
Clan Immediately DELAYED EFFECTS FROM LONG
TERM OVEREXPOSURE AbradlngorsandlOgofthe
dry film may release crystalline sIlica which has been
shown to cause lung damage and cancer under long
term exposure WARNING ThiS product contarns
ch.emlcals known to the State of Cahforma to cause
cancer and birth defects or other reproductive harm
DO NOT TAKE INTERNALLY KEEP OUT OF THE
REACH OF CHILDREN FOR PROFESSIONAL USE
ONLY
HOlW11/18/2004 872W00001 0400
The Information and recommendallons
set forth In thiS Product Data Sheet are
based upon tests conducted by or on
behalf of The Sherwln-Wilhams Com-
pany Such information and recommen-
dations set forth herein are subject to
change and pertain to the product oltered
at the time of pubhcatlon Consult your
Sherwln-Wilhams representative to obtain
the most recent Product Data Sheet
.
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us DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE
Federal Emergency Management Agency
NatIonal Flood Insurance Program Important Read the instructions on pages 1-8
SECTION A - PROPERTY INFORMATION
OM B No 1660-0008
EXOIres February 28 2009
A 1 BUlldmg Owner s Name -c-' \ /"' \ I
-J eN, ""' \. r")h b
A2 BU1Idln~!l?et Address (Inlcf~dlng Apt, Unit SUlte~d/or Bldg No) or ~ Route and Box No
'c'l??(c() IJ&~"'PV' Y\,)'J'" f..&.J
Clly c - (' 'Cd slaleO'O
J(l'\\ro.c;--D~ _ r-...
A3 Property DetcnptJon (Lo(and Block Numbers Tax Parcel Number Legal DescnptJon ete)
'U\..vlvG.f n-{)'3-~W \Z" ~ L...'i+ 1(') l
A4 BUilding Use (e 9 Re;dentlal, Non-ResldenlJal Addition, Accessory etc) t"? f' "'S I.. (J e-v... +< 4..- \
AS Lallludellongllude Lal 'l4COlj' ')Ll.B N Long 177""';<1 ,c"q' \AI HonzontalDatum ONAD1927 ~NAD1983
A6 Attach at least 2 photographs of the bulldmg If the Certificate IS being used to obtain flood Insurance
A7 BUilding Diagram NumberR.
A8 For a building wIth a crawl space or enclosure(s) provIde tA I A9 For a bUIlding wIth an attached garage provide
a) Square footage of crawl space or enclosure(s) '2, vLf sq ft a) Square footage of attached garage S 7t.?:- sq ft
b) No of permanent flood openIngs In the crawl space or "/0 b) No of pennanent flood opemngs In the attached 9ara~ /';~ d
enclosure(s) walls within 1 0 foot above adjacent grade. '- walls wIthin 1 0 fool above adjacent grade ~ _:f L&t'r.;7
c) iotal net area of flood openings In A8 b ..2.... L'{:t..__~ sq;g..~ /.J c) Total net area of flood openmgs tn A9 b ~ sq;n, a
~ ()O(b ;'C.-qL::> 6 ~ I /7/<:/
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
For Insurance Company Use
Polley Number
I Company NAIC Number
ZIP Code q Pf77
I 81 NFIP Commumty Name & Commumty Number I 82 County N.ame
Ll''''i' eel_", \-, Un\\.1.l /\o.re".,WI 5 5'1 I _ _ L0 \0 €'.
L\BI40M~aPIIPCan,el NI u1 mSbe3r I u 85 Suffix 86 FIRi.,j'index-' B7 FIRM Panel
--- Date Effective/Revised Date
r JU\.\e.Z,1'j1'1 J",\,-,e'Z,111Ci
88 Flood
I~~)
/83 Stale /,,-, _ _ ~~. 01<..1
S9 Base Flood Elevatlon{s) (Zone
AQ use base flood depth)
l1SLiB
810
Indicate the source o..!]1e Base Flood Elevation (BFE) data or base flood depth entered In Item 89
OFIS Profile ~FIRM QCommumty Determmed o Olher(Descnbel -
Indicate elevation datum used for BFE In Item 89 ~NGyo 192~ DN!VD 1988 o Other (Descnbe)
Is the bwldmglOcated In a Coastal Bamer Resources System (CBRS) area or Otherwise Protected Area_ (OPA)?
DeSIgnatIon Date 0 CBRS DOPA
21 Yes
ONo
B11
81~
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1 BUlldmg elevations are based on 0 ConstNctlon Drawmgs'" 0 Building Under Constructlon~
~A new ElevatIon CertIficate will be reqUIred when constructton of the bUlldmg IS complete
C2 Elevatlons-ZonesAl-A30 AE AH A(wlth8FE) VE Vl-V30 V(wlthBFE) AR,ARlA,ARlAE ARlA1-A30 ARlAH ARlAO CompleleltemsC2a-g
below according to the bUIldmg dlagrarp speCIfied In Item A7 f
Benchmark UtIlized L",,,,,, ('"'",,~h "'::>'\'?. 'I-'<V\ v R I 7Q7" Vemcal Datum E(e-u:; 4 S 3 ZC9 )J0 U D 1.'1
ConversIon/Comments
~mlshed Construction
a)
b)
c)
d)
e)
Top of bottom floor (mcludmg basement crawl space or enclosure floor)
Top of Ihe next higher floor
Bottom of the lowest honzontal structural member (V Zones only)
Attached garage (top of slab)
Lowest elevation of machmery or equipment servicing ]l;1e bUlldlnQ
(Descnbe type of equIpment In Comments)t1uS->? L>J- \ i-eL(. ,
Lowest adjacent (fimshed) grade (LAG) PIA Yv\ f
HIghest adjacent (finished) grade (HAG)
Check the measurement used
44 8 ~~et 0 melers (Pue RICO only)
I-! '? 6;> '3 I!:J feel 0 meters (P rto RICO only)
"y l"'l_!dJeet 0 meters uerto RICO only)
4 S~ ll!1 feel 0 meter (Puerto RICO only)
L/ S If- e, GJ1'eel 0 me rs (Puerto RICO only)
4lf B ..LB'feel
1-/5"3 LG'feet
f)
g)
Jr.--UYV-- n. ZuOE)
REGISTERED
PROF.I;SSIONAL
CertIfiers Name1? €x A, 'tSe-t L LIcense Number Vl <; Z (c.,{j (j:; 1.A~!rSURVEYOFp
TIlle r ~ I Company Name -;-, r-:, . ---, I I~ ~ ~ I
,'>UyVec.( N\(jV\t'A",eV~ D,c("Ck r::;V\<;,I,t"eYI"'<J.. -t-V),.C l' OREGON'
AddreSSg lD ~ F}l, <:, tvee.f CltyS{.l{ """'-(,'" Ie.! stateD K z'ff~1;.77 JULY20'1993~
SIgnature ,/&./)'; V~ D~~.A\o1e II 2DU~jPhone(t;,'1lht.fLrO&d7 REX~~~_
LI( ''''y 17 ~'l' I.
Replaces all prevlo~s editIons
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
ThiS certlficatlon IS to be SIgned and sealed by a land surveyor englOeer or architect authonzed by law to certify elevatIon
Information I cerMy that the mformatlon on thIS Certificate represents my best efforts to mterpret the data available
/ understand that any false statement may be pUnishable by fine or Imprrsonment under 18 U S Code SectIon 1001
o Check here If comments are prOVided on back of form
I
'\
FEMA Form 81-31, February 2006
See-reverse Side for continuation
IMPORTANT In these spaces, copy the correspondmg mformaUon from Section A
BUlld1n~ Street Address {mcludlng Apt Uru1r~ulte and/or Bldg ]fa ) or P.p Route and Box No
-e-cP(j/O M~"t./J,",,~ .t-5.-\,) < , (-LoRd I
City <::' (' I j / State{) ,h q.-?IP Code
J()n",,,,,,TJ'C C~ /1-;-' ILJT7
SECTION D - SURVEYOR, ENGINEER, OR' ARCHITECT CERTIFICATION (CONTINUED)
I
Copy bolh sIdes of this Elevation CertJficate for (1) community official (2) Insurance agenUcompany, and (3) bUilding owner
Comments I
I
I
For Insurance Company Use
Poltey Number
Company NAIC Number
-"" /1
Signature //;/14 a~/-;/'--- I DateXt'Vle /1. 2009 DCheckherelfattachments
SECTION E - BUILDING ELEVATrON INFDRMATION (SURVEY NOT REQUIRED) FOR ZONE AD AND ZONE A (WITHOUT BFE)
I
For Zones AO and A (WIthout BFE) complete Items E1-E5 If the Certrficate IS Intended to support a LOMA or LOMR-F request complete Sections A, 8
and C For Items E1-E4, use natural grade, If available Check the measurement used In Puerto RICO only, enter meters
I
E1 Provide elevation mformatlon for the followlOg and check the appropnate boxes to show whether the elevation IS above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG) I
a) Top of bottom floor (lncludmg basement, crawl space or enclosure) IS 0 feet 0 meters 0 above or 0 below the HAG
b) Top of bottom floor (mcludlng basement crawl space, or enclosure) IS - - 0 feet 0 meters 0 above or 0 below the LAG
1-- -
E2 For BUlldmg Diagrams 6.8 with permanent flood openings provIded 10 Section A Items 8 andfor 9 (see ~e 8 of Instructions), the next higher floor
(elevation CZ b 10 the diagrams) of the bUilding IS _D feet 0 meters 0 above or U be!owthe HAG
Attached garage (top of slab) IS _ 0 feet 0 meters m above or 0 below the HAG
Top of platform of machinery and/or eqUIpment servlclOg the bUlldmg IS I _ 0 feet 0 meters 0 above or 0 below the HAG
Zone AO onry If no flood depth number lS available IS the top of the b6t1om floor elevated In accordance With the communrty s f100dplam management
ordinance? 0 Yes 0 No 0 Unknown The local officlal must ce~fy thiS Information In Section G
I
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
E3
E4
1;5
The property owner or owner s autnonzed representatIve who completes Secbons A Band E for Zone A (Without a FEMA.lssued or eommomtY-lssued BFE)
or Zone AO must sign here The statements In SectIOns A, 8, and E are corrJct to the best of my knowledge
Property Owner s or Owner's Authenzed Represen1aUve s Name
I City
I
J Date
I
I
State
ZIP Code
Address
Signature
Telephone
Comments
o G!1eck here If attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local officLal who IS authonzed by law or ordInance to admInister the commumty s floodplain management ordmance can complete SectIons ABC (or E)
and G of thiS Elevation CertJficate Complete the applicable Item(s) and sIgn below Check the measurement used In Items G8 and G9
I
G1 D The rnformatlon In Section C was taken from other documentatIon that has been signed and sealed by a licensed surveyor engmeer, or architect who
IS authonzed by law to certify elevation mformatlon (IndIcate the source and date of the elevation data In the Comments area below)
G2 D A community official completed Section E for a bUilding located In Zolne A (Without a FEMA.lssued or commumty-Issued BFE) or Zone AO
G3 0 The follOWing rnformatlon ((terns G4 .G9 ) IS proVided for commumty hOOdPJam management purposes
I
1 G4 Permit Number I G5 Date Permit Issued I G6 Date Certlficate Of Compliance/Occupancy Issued
G7 This permit has been Issued for 0 New Construction D Substahtlallmprovement
G8 ElevatIon of as-bUilt lowest floor (includIng basement) of the bUilding I _
G9 BFE or (Ln Zone AO) depth of floodIng at the bUilding site
Dfeet
Dfeet
D meters (PR)
D meters (PR)
Datum
Datum
Local OffiCIal s Name
Title
Commumty Name
Telephone
Signature
Date
Comments
o Check here rf attachments.
FEMAForm 81-31, February 2006
Replaces all prevIous edItions
Jun 5 2008 1 47PM
~
.,
Fax
Fax:
541-461-0729
Stapleton Timber & Excavallon
To'
No 2593 / 1
K & A Engmeerlng, Inc.
3327 Roanoke Ave. Eugene,pR 91408
(541)684.9399 VOice
(541) 684-9358 FAX
From' Steve Schultz, E I T
pages' 3
.
SUblect. 5597 Excahber Lane Date: 6/5/08
Attached IS the geotechmcal report for the subject lot at Amy's Landing
Thank you tor the opportunrty to be of service Please call me IT you have any Questions
Sincerely,
~-
Steve Schultz, E I T
K & A Engmeenng, Inc
\
.'
~
,~
.,
"
.,
"
Jun 5 2008 1 47PM
No 2593 1 2
K & A Englneermg, Inc
3327 Roanoke Ave, Eugene, OR 97408
(541) 684-9399 VOice
(541)684-9358 FAX
June 4, 2008
PrOlect 81 08
Don Elliot Construction
3586 Los Mos Lane
Eugene. OR 97405
Subject Eugene BUilding Permit Number 08-01925-01
5597 Edna Way
Eugene, OR
Foundation SOils
PURPOSE AND SCOPE
At your request, K & A Englneenng, Inc has completed a geotechnical Invesllgalion of the eXisting sOils on the
sublect oroperty Our understanding IS that a wood-framed single-family residence supported by a cast'In'
place concrete spread footing foundation IS proposed for construction on thiS SIte
The purpose of our Investlgalion was to determine the surtabllity of the solis for construction of the proposed
structure, and prOVide recommendations for construction of the foundation The scope of our services IS limited
to general SUitability With respect to beanng capacity and expanSive Salls
FOUNDATION PAD CONSTRUCTION
The project site IS located on a residential lot on the northeast corner of the Excallber Lane/Heath Dnve
intersection In Eugene. Oregon The lot IS mostly level and shows no signs of drainage or slope movement
hazards
Based on the foundation pad excavation, Salls consist of approXimately 6 to a-Inches of dry. mixed sandy Silt
With gravel fill, over brown, damp, stiff, low plasliclty sandy silt
FoundatIOn pad preparation IfIvolved constructing a level foundallon pad on SUitable SOils at the deSired
elevation ThiS reQUlfed slnpplng and removing approximately 6 to 18-lnches of mixed fill and native Salls In the
foundation pad area After the excavation and removal of the Salls reqUired to achieve the deSired elevation,
approXimately 2 to 4-Inches of 3j,'lnCh minus dense graded crushed aggregate was placed on the foundalion
pad to prOVide a uniform surface for footing consfructlon
The Iim~ed depth of the dense graded crushed aggregate did not warrant any In-place denSity tests
Jun ? 2008 1 qpM
No 2393 1 3
K & A Engineering. Inc.
.
RECOMMENDATIONS
General SUltabddy
The site IS sUitable for construction of the proposed foundation There are no Significant geologic or other
hazards We recommend acceptance 01 the foundation pad. as constructed. by the local budding onlclal
Foundabon Support
Undisturbed foundalion salls at this site Will provide an allowable bearing capacity of 1.500 pounds per square
foot Convenllonal cast-In-place concrete spread and stnp footings may be used for foundations
Expansive Soils
The sOils present a low shnnklswell hazard Foundation loads should bear on undisturbed native SiltS a
minimum depth at 24-lnches below final grade around the pen meter foundation The prepared foundatlon pad
meets these reQUlfements
LIMITATIONS OF THIS REPORT
ThiS report has been prepared for the exclUSIVe use of Don Elliot Construction and hiS deSign consultants for the
subJect proposed structure
ihls geotecIIOlGalliWtstlgat,QIi, analysIs, and iaccmmeiioatlQiiS meet the standards of care at compe~em
geotechmcal engineers prOViding Similar services at the lime these services were proVided We do not warrant
or guarantee these recommendations, srte surface, or subsurface conditions
Thank you for the opportunity to be of service Please call us If you have Questions or need fur1her assistance
9jfZf-
Respectfully,
Steve Schultz, E I T
K & A Englneenng, 'nc
OO'IRrS Ilftl <?
Project. 81 08 5597 Excallber Lane-Eugene, OR
Client Don Elliot Construction
Page 2 of 2
June 4. 2008