HomeMy WebLinkAboutApplication APPLICANT 2/20/2008
iCity of Springfield .
Development 5,ervices Department
225 Fifth Street .
Springfield, OR 97477
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Site Plan Review
Site Plan Review Pre-Submittal: llil
Site Plan Review Submittal: 0
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A licant Name: Rene Fabricant, P. E., S. E.
Phone: (541) 746-0637
Com an": Branch Engineering, Inc.
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(541) 746-0389
Address: 310 5th Street, Springfield, Oregon 97477
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A (icant's Re.: Rene Fabricant, P.E., S:E.
Phone: (541) 746~0637-.
Com an: Branch Engineering, Inc.
Fax:
(541) 746-0389
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Address: 310 5th Street, Springfield, Oregon 97477
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Owner: District 19, Springfield Public Schools
Phone: (541) 726-3204
Com an
Administration Building
Fax:
. (541) 726-3312
Address: 525 Mill Street, Springfield, Oregon 97477
ASSESSOR'S MAP NO: 17-03-35-31
TAX lOT NO S : 920.0, 9300, 9400, Hl,nn , "J':'1, 1'U'1t?f?
637 Main Street, Springfield,
-0 114 !Dr p).i h:v: (~ {<'y
7,572.4
Oregon 97477
Acres 0
-
S uare Feet ~
Pro.osed Name of Pro "ect: A3 Addition and Remodel
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Description of If you are filling in this form by hand, please attach your proposai description to this application.
Demolish existing 'park, construct single story. concrete block addition to existing
Pro osal: Arts Academ Buildino at Tax Lots 9200 and 9300.
Existin Use: "Pod:et Park"
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7,572 sf
riate box on the next pa e.
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Si natures: Please si
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Associated A lications: .t:;oN){)08- 0000"/
I Pre-Sub Case No.; Wi).l1J{ ~D()OIS, Date: ) )0 D
Signs:
PROJECT NUMBER:
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Case No.:
AD iication Fee:.$ '33/P
. .- I .' .: ~'I "J. i"
TOTAL FEES: .$'" "'8,-2&
Date:
[Technical Fee: $
Revised 1/1/08 Mollv f>1ark2:ian
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Owner Signatures
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This application form is used for both the required pre-submittal meeting and subsequent
rrHTlnloro ::lnpli'-aHr'll'; cllhmitt:::r1 n'^'nOl"" df'ln::ti-Ilroc =:tro r-Or1' dron ::It- hrd-h ct-::lnoc in rho "np!i;::\.tinn
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process. An application without the Owner's original signature will not be accepted.
Pre-Submittal
The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the
Rre, Submfttal Meeting. .
Owner:
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1'Y1. 8dX're.-tL
Date:
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Submittal
I represent this application to be complete for submittal to the City. consistent with the completeness check
performed on this application at .the Pre-Submittal Meeting, I affirm the information identified by the City as
necessary for processing the application is provided herein or the information will not be provided jf not otherwise
co"ntained within the submittal, and the City may begin processing the application with the information as .
submitted. This statement serves as wriITen notice purs,uant to the requirements of ORS 227.178 pertaining to.a
complete application.
~ Owner:
Date:
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Signature
Print
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PRE.SUBMITTAl REC'O
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"FEB 2 0 2008
Rp.visp.rt 11110R r\1nllv M?rK."lr1;:;11
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~ Branch Engineering, Inc.
310 5th Street. Springfield, Oregon 97477. (541) 746-0637. Fax (541) 746-0389
PRINCIPALS:
James A. Branch, P.E., P.L.S.
Rene Fabricant, S.E., P.E.
Michael Lane Branch, P.E.
Damien Gilbert, P.E.
Renee Clough, P.E.
February 19, 2008
Molly Markarian, Project Planner
Planning Division
Development Services Department
City of Springfield
225 Fifth Street
Springfield, Oregon 97477
Project Information
Applicant: Branch Engineering, Inc. For Springfield Public Schools, District 19
Site addresses: 611, 615, 637, and 645 Main Strut, Springfield
Tax Map: 17-03-35-31, Tax Lot 9400lls0 /12-00
SlJBlVIITT AL Site Plan Application, Type II
Attachments:
The fee for the pre-application meeting, $336, a check from
Springfield Public Schools to the City of Springfield
7 copies of the civil engineering drawing set, by Branch Engineering, Inc., 6/6
7 copies of the Architectural drawing set, by So/arc Architecture and Engineering, Inc., 5/5
One additional Copy of the site plan reduced to 8 Yz" x \\", 1 /l
One copy of the warranty deed, 1/1
One copy of the preliminary title report, 7/7
One copy of the Geo-technical report, 25/25
PRE-SUBMITTAL REC'O
FEB'20 2006
Pt-1 lCD{ - 00018
CIVIL
STRUCTURAL
TRAFFIC / TRANSPORTATION
SURVEYING
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Dear Molly
Please review the attached documents I hope that you tind this application complete and
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easy to follow. Below is a summary response to the site plan review application requirements.
Application fee: $336 is attached for the pre-submittal
Right-of-Way Approach pennit application: Does not apply.
Storm-water Management system study:
The proposed improvements will result 2,770 square feet of new impervious surface area All of
this area will result in new roof storm-water; there will not be any storm-water trom new
pavement surfaces.
Storm water due to new impervious area was discussed at the development issues meeting. This
was also discussed during a teleconference with Matt Stouder, PE Consistent with those
conversations, it was determined that a scoping sheet would not be required, and that storm water
shall be conveyed to the back of the existing catch basin in the alley to the south of the proposed
improvements
Traffic Impact Study:
Not required.
Project narrative:
The Springtield School District is planning to expand the A-3 Arts Academy. The expansion is
approximately 7200 square feet and will occupy the space immediately adjacent to the existing A-
3 building. The expansion is planned as a single story, with a full build out that is constrained
only by the limits of the property lines. The program for the spaces includes expansion to the
office spaces, expansion of the restrooms, three studio spaces and a dance instruction /
performance an studio One studio is planned to have space for three-dimensional art.
Based on the total square footage of the completed school, 27 bicycle parking spaces are
required. We are asking for a formal exception to this requirement. The current facility provides
bike parking in the adjacent pocket park, and there is currently one student who uses a bicycle as
a means of transponation. The majority of the students make use of the regional transit system,
located two blocks away. We are proposing to install 20 bicycle parking spaces, with all of them
being covered and secure In exchange tor fewer bicycle parking spaces, we are proposing an
outdoor gathering space for students on the South side of the building. As pan of the DIMS
meeting, we are responding to concerns by the city to create a substitute outdoor gathering space.
While not a substitute tor the existing pocket park, the location and size would create a space for
students, rather than requiring them to congregate on 6lh street.
PRE.SUBMITTAl REC'O
FEB 2 0 2008
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The glazing shown on IfA3.l meets the design criteria set forth by the Development Standards,
providing view into interior lobbies and work areas. The minimum requirements outlined in 3.2-
625.A I have been exceeded. As the project proceeds into construction documents, the amount of
glazing for the main lobby might increase However, the amount of glazing provided will never be
less than the amount shown on the Site Review submittal. The project will include three
pedestrian amenities as required by the new total square footage of the school. The tirst amenity
will be public art, to be a mural on the West side of the building, with a value of$20,000.00. The
second amenity will be the addition of more street trees than is required by zoning on the West
side of the building, with the addition of five street trees at 18'-0" on center. The third amenity
will be that the installed trees will have a caliper of3" as opposed to 2".
Access and Right-of-Way approach permit
Access shall be via the alley to the south of the new and existing facility, and at Main street to the
north. No new accesses are proposed for construction; an ODOT right-of-way approach permit is
not needed for this project.
Improvements in the right-of-way
Street trees shall be added to the side-walk in the right-ot:way at 6'h Street; please see the
Architect's drawing Ll. No other improvements are proposed in the right-of-way.
Special site features
There are no watercourses, wetlands, or steep slopes on the site, or in the immediate vicinity.
There is approximately one foot of elevation change across the site. The site is sparsely covered.
with gravel, grasses and clovers.
Excavation and fill
The site will be cleared of top soil, and over excavated 6" to make room for gravel below the
toundation and tloor slab. Over the entire site, A 6" gravel layer will be placed below foundation
elements There will be no other cut and fill quantities for this project.
Wetlands delineation
There are no wetlands on this property; a wetlands delineation has not been performed.
Riparian Area Protection Report
The site is not within 150 of the top of bank of any Water Quality Limited Watercourse; a Riparian
Area Protection Report is not provided.
Trees to be removed
None
PRE.SUBMITTAL REC'O
FEB' 2" 0 2008
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Oedications and modifications
These are no land dedications to the city associated with this project.
No proposed modifications are being requested
Other planning applications or planning actions
There are no other planning applications or planning actions associated with this property at this
time.
I hope that this summary is of some assistance; please call me if you have any questions.
p...
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Rene Fabricant, P.E., SE
Principal
Branch Engineering, Inc.
e 541) 746 0637
PRE.SUBMITTAl REC'O
FEB 2 0 2008
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.________________________________7TH,ST!'EET________j
SPRlHGFlELD SCHOOL DIS1RICT
ART ACADEIIY
~l5~~~IOR
SITE PLAN
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Ii! I ~ II ! ! I !;! I ~Rt!SUBMITTAl REC'O
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II i i i FEB 20 2008
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REVISIONS
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archileclure and engineering inc
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1651 CENTENNIAL BLVD. . SPRINGFiElD, OR 97477
P.O. BOX 931 . SPRINGFIELD, OR 97477
PHONE: 541.741.1981
FAX: 541.741.0619
gX~J~~~!1
TITlE INSURANCE SERVICES. ESCROW CLOSINGS
875 COUNTRY CLUB RD. . EUGENE, OR 97401
P.O. BOX 10211 . EUGENE, OR 97440
PHONE: 541.687.9794
FAX: 541.687.0924
February 6, 2008
Our Order No.: ELT-54861
PRELIMINARY TITLE REPORT
Branch Engineering
31 0 North 5th Street
Springfield, Oregon 97477
Artn: Angela
. Estimated Premium for:
PARTIAL BILLING
$200.00
TOTAL
$200.00
Dear Angela:
We are prepared to issue 011 request and on recording of the appropriate documents, a policy or
policies as applied for, with coverages as indicated, based on this preliminary report.
LEGAL DESCRIPTION:
SEE ATTACHED EXHrB"IT A
Showing fee simple title as of January 30, 2008, at 8:00 a.m., vested in:
SPRINGFIELD SCHOOL DISTRICT #19
(as to Parcels I and 2), and
SPRINGFIELD PUBLIC SCHOOL DISTRICT #19
(as to Parcels 3 and 4)
Subject only to the exceptions shown herein and to the terms, conditions and exceptions
contained in the policy fon11. No liability is assumed until a full premium has been paid.
CONTINUED
PRE.SUBMITTAL REC'O
FEB' 2 02008
"II~ OUR BUSINESS, YOU MATTER MOST"
www.evergreenlandtitle.com
ELT - 54861
Page 2
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SCHEDULE B
GENERAL EXCEPTIONS
I. Taxes or assessments which are not shown as existing liens by the records of any taxing
authority that levies taxes or assessments on real property or by the public records; proceedings
by a public agency which may result in taxes or assessments, or notices of such proceedings,
whether or not shown by the records of such agency or by the public records.
2. Facts, rights, interests or claims which are not shown by the public records but which could
be ascertained by al) inspection of the land or by making inquiry of persons in possession
thereof.
3. Easements, or claims of easement, not shown by the public records; reservations or
exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims or title.to
water. .
4. Any encroachment (of existing improvements located on the subject land onto adjoining
land or of existing improvements located on adjoining land onto tile subject land),
encumbrance, violation, variation, or adverse circumstance affecting the title that would be
disclosed by an accurate and complete land survey of the subject land.'
5. Any lien, or right to a lien, for services, labor, material, equipment rental or workers
compensation heretofore or hereafter furnished, imposed by law and not shown by the public
records.
CURRENT EXCEPTIONS
6. The real property taxes for the fiscal year 2007-2008 are exempted by virtue of school
ownership. The company assumes no liability should the exempt status be lifted and taxes
levied.
. Map No. 17-03-35-31-09200, Code 19-00, Account No. 0313757
. Map No. 17-03-35-31-09300, Code 19-00, Account No. 0313765
. Map No. 17-03-35-31-09400, Code 19-00, Account No. 0313773
. Map No. 17-03-35-31-10100, Code 19-00, Account No. 0313849
. Map No. 17-03-35-31-10200, Code 19-00, Account No. 0313856
. Map No. 17-03-35-31-10300, Code 19-00, Account No. 0313864
. Map No. 17-03-35-31-10301, Code 19-00, Account No. 0313872
7. Right-of-Way Underground Easement, granted to the City of Springfield, a municipal
corporation, acting by and through its Springfield Utility Board, and unto its successors and
assigns, including the terms and provisions-thereof, by instrument Recorded October 19,2006,
Reception No. 2006-076072, Lane County Oregon Records.
PRE.SUBMITTAl REC'D
FEB '2' 0 2008
CONTINUED
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ELT - 54861
Page 3
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NOTE: The address of the propeliy to be insured herein is: 611,615,637 AND 645 MAfN
STREET, SPRINGFIELD, OREGON 97477.
NOTE: A JUDGEMENT/LIENIBANKRUPTCY SEARCH was done for the name(s)
SPRINGFIELD SCHOOL DISTRICT #] 9, SPRINGFIELD PUBLIC SCHOOL DISTRICT
#19, and as of January 30, 2008, none were found.
NOTE: As of January 30,2008, there are no liens for the City of Springfield.
fNFORMATIONAL NOTE: The current vesting deed and all changes back to the deed which
vests ownership 24 months ago are as follows:
WARRANTY DEED RECORDED January 6, 1999, FROM BURGE LIMITED
PARTNERSHIP, TO SPRINGFIELD PUBLIC SCHOOL DISTRICT #19, RECEPTION NO.
99-000975.
WARRANTY DEED RECORDED April 2, 1999, FROM DON R. CARTER, DBA C & B
PARKING, TO SPRINGFIELD SCHOOL DISTRICT #19, RECEPTION NO. 99-029652.
Very truly yours,
EVERGREEN LAND TITLE COMPANY
HOME OFFICE
1"1effrey K. Walker
\ 1dvisory Title Officer
\J
NO LIABILITY IS ASSUMED HEREUNDER UNTIL POLICY IS ISSUED AND
PREMIUM PAID. IF FOR ANY REASON THE REPORT IS CANCELLED, A MfNIMUM
CANCELLATION FEE OF $200.00 WILL BE CHARGED.
PRE.SUBMITTAl REC'O
FES 2 0 2008
ELT - 54861
Page 1 of 1
Legal Description
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EXHIBIT A
PARCEL 1:
Lots 1,2,3,4, 11, 12, 13, Block 64, I\1AUDE'S SUBDIVISION, Springfield, Oregon, as
platted and recorded in Book 3, Page 3, Lane County Oregon Plat Records, in Lane County,
Oregon.
PARCEL 2:
The fractional South half (Sonth 1/2) of Block 64, except Lots II, 12 and 13 thereof,
MAUDE'S SUBDIVISION OF THE TOWN OF SPRINGFIELD, as platted and recorded in
Book 3, Page 3, Lane County Oregon Plat Records, in Lane County, Oregon.
PARCEL 3:
Lots 8, 9, and 10 and the East 12 feet of Lot 7, Block 64, MAUDE'S SUBDIVISION, as platted
and recorded in Book 3, Page 3, Lane County Oregon Plat Records, in Lane County, Oregon.
PARCEL 4:
The West 20 feet of Lot 7, Block 64, MAUDE'S SUBDIVISION, as platted and recorded in
Book 3, Page 3, Lane County Oregon Plat Records, in Lane County, Oregon.
PRE-SUBMITTAl. REC'O
FEB 2 0 2008
BJ.GE L~riTEI~t~TNERSIUP
450 COUNTRY CLUB ROAD #3011
EUGENE, OR 97401
Grollto~'. Nonl! and Addrcu 9 9 0 0 0 9? 5
SPRINGFIELD PUBLIC SCHOOLS 119
szs MILL STREET
SPRINGFiELD, OR 97~7'l
Grolllee',Nom!lI/ldAddnss
hllet tKordlu( TUl.Itlllo; T CO
EVERGREt;N LAND T! LE .
P.O. BOX 931
SPRINGI'lELD.Olt 9i477
5.. UDtu a dUDl' if reque.slcd, 01111\= tllll~mCllls sbaU be
s~loll1crDUol\lIlgoudrw:.
'0 - SAME AS GRANTEE
J.Ci~lU:NO. ELT-29S90
ESCROW NO. SI'98.E98J4
TAX ACCr. NO. 31Ji49
"lAP NO. 1703353110100
2501
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State of Orcyoll
CQunty of Lane - 55.
I,lhc Caurly C1~rk, I" IInd lor the ~lIid
COU!lI~. do hcnby'C:1l!y lhallh~ wllhln
1IlIII\lmcnlWllsre~e1\'edf(lrTeColdal
'99JAN SANll:01
0", 2501 R
lan.. COlllltyOn-1Ct!\L Reco:lrds
loneCounlyaer~
By:
{].;f /I-/.~.y
CoulllyOerk
WARRANTY DEED - ~"A TUTORY FORM
(INDIVIDUAL OR CORPORATION)
KNOlY ALL MEN lJY THESE PReSENTS, T!zal BURGE lLI\UTED PARTl>I'ERSf-lIP
hereinafter calfea era/ltar, for (lte cO/lSidcratioll hminUfter sltUro, to grantor paid by
<'.k1SPRINGFlELD PUBLIC SCHOOL, DISTRIcr U9 ,', '
1l"V hertinafter caUcd gralllec, does hereby grant. bargain, sell alid cn/U'ey Imtn(he Said grantee alld grantee t he,m,
Sllt'Cenors and assigns, that certain renl property, wIth the terUlmnts, lltredj~amcnrs and apprtr1enancrs thereu!l!o belongmg
or appt!.rtailliJlC, situated In tfle County of LANE ~d Stale of Oregon, dumbed as follows, to-wit:
is
~
PARCEL I: Lots 8,91 llncllO, and lhe Ellst 12 feet or Lot 7, Dlock 64,
MAtmE'S SUlJDIVISION. as platted.llndrccorded In Book 3, Pllge 3. Lunc
Counly Oregon Plat Reeords, In Ll1ne CountYI Oregon.
~~JAN.06'99U08REC 5.00.
9WlJAN.06'99"OaPFl~D 10.00
=JAN.06'mOBA&T FUND 20.00
~
5 PARCEL II: Thl! West 20 feet of Lot 7, Dlock64.l\.-lAUDE'S SUDDIVISION, as
~ pIQUed and recorded in Book 3, PlIg~ 3, Lane County Oregoc Plat Records,
.= . hi Lane County, Oregon.
:a To Have and (0 !ford the snme ftll/(I (he taid grantee and grantee's heiu; 5UCCeS5011 and assignsforel'er.
.l.l And said grantor lltn:b}' cove/l(l/l(s (0 Qlld with raid grantt:e and grantee's /lcirs, fUt:eeuon and Q!sICns, th~{crar.tor ~s.
:! .
2 lowfully seized ill fee simple of the abov! gronrtd premises, free from all encumbrances acept '
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Subject to allY and all ea5el1lrJlts, restn'ctirms alld COI'tnants a/record
,.;. and that grantor willll'Qrralrt alld/orel'" defend the taid premises ond em)' part and parcd tll(:reofagain:t tlte la..fur
e{Qjms and demallds of all penal/t whomsoever, except those &laiming under the abol'e described encurrJmuJCf/s.
The true and actual comlderation paid for this (ransIer, rta/cd in terms of dolton. is $450,000.00.
.However, the actual coltsideratlon consist: of or includes other property or )'alue glren or pront/sed which is ({he
whole/part of the) c01lsideration (indico.te It'Meh).. (17/e sentence oelwern the symbols., if <1Ot applicable should be
deleted. See ORS 93.030.) ,
/It construing t!lis deed and where lhe context so requires, the singular includes the plural and all grammatical changes
shall be implied (0 make the proi'uiont hereof apply equally ta catporatfans and to indMdttals.
In Witness Vr'lu:rcof, tllegrc:mornruexccutedtflisinslmmcnfthit r:-S- daj'of January
19 ~ if a corporate grantor, it IIa! caused il$lIame (0 be siG/led altd real affIXed by itt officers, duly aUlhorned tlu!relo
by order of its hoard of dirUlon.
TIUS lNSTRUMEl\'T WILL NOT hLLOW USE OF Tilt PROprJl.IT DESCRlnED IN 11IIS lNSnWMENT' IN VIOLATION OF Al'PLlCADLE
LUiD USE LAWS AND aEGULA1l0NS. DEFOnE SIGNL"iG OR /\CCEP'J'lNG 'IRIS L"iSTRtr.lIU.T, 'THE PEnsON ACQUIRING FEETITU
TO nI! PROPERTY SHOULD CHECK WlTIl THE Al'rnOPRlATE CInOR COUNTY PLANNING DEPARTMENT TO VERIFY ArPROVED
USES ANIJ TO DETERMINE ANY LI"IlTS ON LA \\'SUITS AGAlN5r FMJ,nNG OR FOREST PRACTICES AS DEFl.'iED IN oas 30,930,
STAlE OF OREGON, COUNTY OF
Lane
",.:/2ltb_~ %JS:.<A';.(..
r Nadine L. Burge
drlN'?R4
Pall'-...ner
<:-"'''1'41..
TNEK
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TIUS INSTRUl'tLENT WAS ACKNOWLEDGED DEFORE ME ON Jat:!ua,rv ,")'" , 1922--, ny H, STEWART DURG!:, AS '&-'U::M.r
PARm It D\'NAllIJliEL, GE, TNEnOFBlr'RGEU1rUTEDPARTNERSHIP
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MrCemrnWlon uplres: 1"...:1..< -cJO
~ OFFICIAL SEAl
I , QLORIA L. GARDNER
.. 'NOTARYPUBlIC-OFlEOOi-J
., .. COMMISSION NQ,{ISW1
! ~ ,'111 COMl.1rSSIONEXI'IRESAPR.22~~:J
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PRE.SUBMITTAl REC'O
FEB 2 0 2008
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4-2-99.
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2534
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IJON R. CARTER
P.O. BOX 806
SPR1'\"GFlELD, on ~7.J71
Grantur'sN-awc allll.\t!Wc~s
SPRINGFIELD SCHOOL DISTRICT #19
525 \llLL STRt-:E.~1'
SPRIl'iGFffiLD. OR 9747"
Grantce'5:-;~me;llld.\ddrc,;.'
AHtorr<<ordinllkw....l(U:
EVERGREEN 1.Al'\D TITLE co.
P.Q. BOX 931
SPRlf'o:GFlELV. OR 97477
-Oii"iiIHc~ei<""'(lIe'lcoJ,:JUI;U:SLaleWtutssb;lUbl:
sent 10 Ibe foUowlng ~ddrc..s.
SAME AS GRAl'tTEE
99029652
~~APR.02>99ft02REC 10.00
~~SAPR.02>99RD2?FUND 10.00
Y.!!APR.02'99H02A.T FU~O 20.00
T1TLE'l\'O. ELT.;!9611
ESCROW NO. SJ'9'.E~S&S
TAX ACCT. NO. 31JS3{j 313151 ~131164 ~lJlln
MAI':>\O. 170J3531 nOiJHlJOUIOJOl 10200
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WARRANTY DEED - SfAnrrORY FORM
(INDIVIDUAL OR CORPORATION)
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KNOW ALL MEN 81' THESE PRESENTS, That DON R. CARTER, dI:a C & B Partir"
hereinafter called glamor, fur the cOllsideration hereinafter slated, to grantor paid by
SPRIliGFIELIJ SCHOOL DISTRICT #19
herdJ/after called grul/tee, does hereby grant, bargain, seU and com'ey lmlo the said grantee ami graruee's hein,
success",s and UUigllS, thai cena.in real property, wilh the tenements, hereditaments and appurlerum.ces thereunto belonging
or appertaining, situated in the County of LANE and Stale of Oregon, described us foUows, to....'jt:
SEE Exmurr A WHICH IS MADE A PART HEREOF BY TillS REFERENCE
tu (fOlle alld to flold.tlle .Wlme untQ (he said grantee and grantee's heirs, successors and assigns furever.
A.nd said granlor herehy ,'Ol'enal/U to and with said granJee and graJ/tee's heirr, successon' and assigns, (hat grantor is
lawfully seited i" fee simple of the abol'e gramed premises, free from all encumbrances aCt'plnone and
Subjecllo any Wid all easemelllS, restrictions and cOllenants of record
al/d IhaJ grantor will warrallt 41Id forever defend tlte said premises and every part and parcel lhereof agaimt the lawful
claims t2JUl demands of all persons who/ltsoeller, e:cup'.ch()se claiming ullder the abOllf described enc:umbrance~'.
The true and uc(uul cOllsideratioll paid for chis transfer, slated in terms of IUJUan, is $575,000.00.
"'Hvwel'er, the uctual cum"iderQiion cOllsisls oj or includes ocher property or value given or promised which is (the
whole/parl of fire) cOl/sideration (indica/e which)." (The sentence between the symbols", ifnot appUcable should be
deleted. See ORS 93.030.)
In COflStruing liIis deed and where the conlext so requires, the singular includes the plural tJJld all grammatical changes
shaH be Implied to make tile prollisions henof apply equaUJ' to corporatiom and to individuals.
1n Witnm >>'hereof, lhe gramor has execU!ed this instrument this ('31 day of t>larch
19 -9..9.J if a corporale grantor, it has caused U, name to be signed und seal affIXed by us officers, duly cwhorned thereto
by order rJj Us board of directors.
STATI::OF'OREGOS,COll:o.'T'r'OF L2.ne
EOF THE PROPERn' DESCRIIlE:D IT" TillS t'iSTRtJMEt.T L'I V!OLArlON OF APPLICABLE
EFORE SIGl'lC<lG OR ACCEPTL'lG nus lNSTRUME."lT, nil:: PERSON ACQUlRlNG FEE TITI.E
K TIEE APPROPRL\TE Cm' OR COVmY PtA."""NL'IG DEPARDlli.....-rro VERIFY APPROVIW
I:' '50:-; LAWSUITS AGA[t;ST FARML'IG OR FOREST PRACTICES ASDEFL";ED C'iORS J!I.rJll.
_ OFFICIAL SEAL
: , QLORIA L GARDHfR
-. _ J NOTARYPUBLIO.OOEGON
COMMtSSIONN00:53m
Mr COMMISSION EXPlRESt>PR. 22, 2OO{l
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pjf:.SUBMITTAl REC'O
FEB 2' 0 2008
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ELT-29G7'7
PROPERTY
PAGE 1 or
99029652
PARCEL I
Lots I, 2, 3, 4, 11, 12. 13. Block 64, Hl\UDE'S SUBDIVISION,"
Springfield, Oregon, as platted and recorded in Book 3. Page 3,
Lane County Oregon Plat Records, lri Lane County. Oregon.
PARCEL Ii
The fractional South halt (South 1/2) of Block Sixty four (64)
except Lot.s Eleven (Ill. Twelve {121 and Thirteen (13) th~reof.
of MAUDE'S SUBDIVISION OF TilE TOWN or SPRINGFIELD, Lane County
Oregon. as platt~d and recorded in Book 3, Page 3. Lane County
Oregon Plat Records, in Lane County, Oregon.
Sta.te of Oregon
County of Lane - 55.
r. :he Coumy aer~, ,r: ~;,:::l for the ~ilKl
'Ct:ur:ly.":';:,,,,el;y,er1ifylM.llhewillllll
jnslr.;r~.Qr:1 ""'<lS received lor record i1!
'99APR 2MU:1I
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PRE.SUBMITTAl REC'O
FEB 2 0 Z008
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GEOTECHNICAL FOUNDATION INVESTIGATION
.. ~
SPRINGFIELD ARTS ACADEMY
615 MAIN STREET
SPRINGFIELD, OREGON
" "_".""<"~'~'_^_",'...~ ..",,,,,,,,"__,"'" " .. '. _ ..-_'___"'~'Y"';~"~,'" ....,"""",~.,,, ''''_''M.'''_~' "~,~"".,._._",,_~_,_~. .__",.""." .. _"",'~"'.~"""'.._'''''
Prepared for:
Solarc Architectu're and Engineering, Inc
223 West 12th Avenue
Euge'ne, Oregon 97401
The conclusions and recommendations described in this report are subject to the conditions described in
this report arid is intended for the exclusive use of the Solarc Architecture and Engineering, Inc and their
representatives for use in design and construction of the development described herein. The analysis and
recommendations may not be suitable for other structures or purposes. Services performed by the
geotechnical engineer for this project have been conducted with the level of care and skill eJ(ercised by
other current geotechnical professionals in this area under similar budget and time constraints. No
warranty is herein expressed or implied. The conclusions in this report are based on the site conditions
as they currently exist and it is assumed that the limited site locations that were physically investigated
generally represent the subsurface conditions at the site. Should.site development or site conditions
change, or if a substantial amount of time goes by between our site investigation and site deveiopment,
we reserve the right to review this report for its applicabiiity.
Prepared by:
Branch Engineering Inc
310 5th Street
Springfield, Oregon 97477
Ph. (541)746-0637
Fax. (541) 746-0389
Branch Engineering Inc. Project No. 07-280
January 14, 2008
PRE.SUBMITTAl RECIO
FEB 2 0 2008
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Branch Engineering, Inc.
310 5th Street. Springfield, Oregon 97477 . (541) 746-0637 . FAX (541) 746-0389
January 14, 2008
PRINCIPALS:
James A. Branch, P.E., P.L.S.
Rene' Fabricant, P.E., S.E.
Michael Lane Branch, P.E.
Damien Gilbert, P .E.
Renee C. Clough, P.E., P.L.S.
Mr. Galen Ohmart, A.LA.
Solarc Architecture and Engineering, Inc.
223 West 12th Avenue
Eugene, Oregon 97401
Subject:
GEOTECHNICAL FOUNDATION INVESTIGA nON
SPRINGFIELD ARTS ACADEMY
ADJACENT TO 615 NUUN STREET
SPRINGFIELD, OREGON
Branch Engineering Project No. 07-280
Dear Mr. Ohmart:
Branch Engineering Inc. (BEl) has performed the geotechnical engineering services for the
proposed cOmrTIercial building addition at 615 Main Street in Springfield, Oregon. The
accompanying report presents the results of our site research, field exploration and testing, and
data analyses, as well as our conclusions and recommended geotechnical design parameters for
the project. Based on the results of our study, the site-is suitable for the planned development,
provided that the recommendations of this report are implemented in the design and construction
of the-project. -
If you have any questions regarding this report please contact the undersigned at your
converuence.
Sincerely,
PRE-SUBMITTAl REC'O
FEB.2' 0 Z008
Branch Engineering, Inc.
Ronald J. Derrick, P.E.
p"AJ.o.....f ~or.+o,..,hr~....."'l 1:'..........;....0.0...
J.V ..........L '-'.....Vl..........J- u.....U.L J....i.L.l.5J.....l.L...........L
CIVIL
STRUCTURAL
TRAFFIC & TRANSPORTATION
SURVEYING
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GEOTECHNICAL FOUNDATION INVESTIGATION
EAST SIDE OF 615 MAIN STREET
SPRINGFIELD, OREGON
BRANCH ENGINEERING PROJECT No. 07-280
1.0 Introduction
The purpose of our work is to evaluate the shallow subsurface site conditions that may
influence the engineering design and construction of the proposed project. A site
reconnaissance and subsurface investigation was conducted on December 27,2007.
1.1 Project 'Location and Description
The subject site is located adjacent to the east side of 615 Main Street (Springfield Arts
Academy) in Springfield, Oregon. The site is currently being used as a "pocket park"
within the near continuous commercial store fronts along both sides of Main Street in the
old downtown area of Springfield. The site is grass covered with a few small trees and "X-
crossing" concrete walkways.
It is our understanding that the proposed site development will consist of expanding the
Arts Academy building onto the subject site with a similar single-story structure comprised
of concrete or concrete masonry construction. The anticipated building loads are expected
to be on the order of 2 kips per linear foot on line footings and 1 0 kip point loads.
1.2 Site Information Resources
The following site investigation activities were performed and literature resources were
reviewed for pertinent site information:
.
Two exploratory hand-auger/Wildcat probes were advanced on site at the
approximate locations shown on Figure 1.
.
Reconnaissance of nearby buildings for foundation conditions
.
Review of the Lane County area Web Soil Survey, United States Department of
Agricultural (USDA) Natural Resources Conservation Service (NRCS)
.
Review of the USGS Geologic Map of Oregon, USGS 1991
.
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PRE.SUBMITTAl REC'D
FEB 2 0 2008
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Springfield Arts Academy
BEl Project No. 07-280
Page 2
2.0 Site Exploration
The scope of the field work consisted of advancing two (2) exploratory hand-auger/Wildcat
probe borings on December 27,2007. The borings were advanced to a maximum.depth of
10 feet below the existing ground surface. The approximate locations of the borings are
shown on Figure 1 and summary logs of the soil profiles, copies of nearby well logs from
Oregon Department of Water Resources, and soil survey information are presented in
Appendix A.
The near surface soil stratigraphy in the hand-auger portion of the borings was visually
classified in accordance with the American Society of Testing and Materials (ASTM)
Method 0-2488. The remaining portion of the boring log is based on correlation data for
the Wildcat probe using the dynamic cone resistance data collected in the field and .
propitiatory software. In-situ field testing consisted of in-situ vane shear testing, dry
strength, and dilatency testing.
2.1 Field and Laboratory Test Results
In addition to the field visual-manual methods for soil classification, in-situ vane shear
testing was conducted to assess soil strength. Results of the vane shear tests are
summarized in the following Table 1 along with the calculated shear strength.
Table 1:
In-Situ Vane Shear Test Results and CaJculated Shear Strength
Location Depth of Soil Type Field Torque Bjerrum's (1972) Calculated
Test (ft) (ft-Ib) Correction Shear Strength
Factor (lb!ft2)
B-1 2.5 Clay 29 0.72 3,190
B-2 3 Silty Clay 25 0.72 2,750
A representative sample of the near surface soils was collected to measure the in-situ
moisture content and free swell potential of the soil. Results of these laboratory tests
are summarized in the following Table 2.
Table 2:
In-Situ Moisture Content and Free Swell Potentia! I
Location Depth (ft) Soil Type In-Situ Free Swell (%)
Moisture (%)
B-1 2.5 Clay i 32.3 62
PRE-SUBMITTAL REC'O
FEB 2 0 Z008
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Springfield Arts Academy
BEl Project No. 07-280
Page 3
2.2 Subsurface Soils and Geology
The near surface soils within the project area consist of Pleistocene age unconsolidated to
semi-consolidated alluvial terrace deposits of clay, silt, sand and gravel from lacustrine and
fluvial environments. The NRCS Web Soil Survey maps the majority of the site area as
part of the Malabon-Urban land complex, which is described as a deep, well drained,
silt/clay alluvial soil complex with moderately slow permeability.
The site borings indicate about is-inches of recent clay fill material over about 1 a-inches of
dark grey clay with gravel that may have been a former building pad. Native silty
clay/clayey silt soil extends to at least 1 a-feet below the existing ground surface. The fine-
grain soils are generally moist and medium stiff. Based on the neal"by well logs and
experience in the area, sandy gravel is expected to be encountered about 12 feet below
the ground sUliace (BGS).
2.3 Groundwater
The site borings did not encounter ground water within 10 feet BGS; however, well logs in
the vicinity of the site indicate ground water levels range from about 7- to 15-feet BGS.
Area ground water levels are expected to be affected by seasonal precipitation and the
water level in the Willamette River located approximately 0.5 miles west of the site.
Ground water is not expected to influence the construction of the pmposed project;
however, shallow isolated areas of perched water may be encountered during the winter
and spring seasons.
2.4 Seismic Considerations
There are no mapped faults on or in the vicinity of the site; the potential for ground rupture
is low. The fine grain silts and clays in the upper 10-feet of the site are generally not
saturated and have a low potential for" liquefaction.
3.0 CONCLUSION & RECOMMENDA nONS
We conclude that the site is suitable for the proposed development, the following
recommendations are provided in anticipation that the structure will be placed on shallow
spread footings. Based on the site observations, subsu[iace exploration, results of field
testing, and the expel"ience of this Geotechnical Engineer, there are-no adverse site
conditions that would preclude development of the site as proposed, provided that the
recommendations herein aloe incorporated into the design and constl"uction of the project.
PRE.SUBMITTAL REC'O
FEB 2 0 2008
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Springfield Arts Academy
BEl Project No. 07-280
Page 4
3.1 Site Earthwork
Earthwork shall be performed in general accordance with standard of practice as generally
described in Appendix J of the 20071ntemational Building Code and specific requirements
of the City of Springfield, Oregon. All foundation or fill areas intended to directly or
laterally support structures or road/parking areas shall be stripped of vegetation, organic
soil, undocumented fill, or other deleterious material. The anticipated depth of removal is
about 30 inches BGS across the site. Site strippings shall either be removed from the site
or used in nonstructural areas. The Geotechnical Engineer shall observe arid approve
subgrade soils prior to placing fills, base rock, or foundation forms. Some areas may
require additional excavation to remove debris, tree roots, and minor fill from prior site
grading activities. Should soft areas or areas of distinct soil color variation be discovered,
. this office shall be notified to perform site observation. Positive drainage away from
foundation areas shall be provided so that water does not pond on the sUliace.
If filling on the site is necessary, imported material is expected to comprise site fills; we
recommend the use of nonexpansive, granular material for structural fill areas. On site or
imported fine-grain soil is not recommended for use as structural fill on the site. All
material shall be approved by the Geotechnical Engineer prior to delivery to the site.
Where the required depth of fill is 12-inches or less, the fill material shall consist of either
1.5" or 3/4" crushed aggregate. For fill depths greater than 12-inches, an option is to use a
fill material consisting of 3"-0 crushed, well graded rock with less than 10% of the material
passing the No. 200 sieve and capping the 3"-0 rock with at least 6-inches of 1.5" or 3/4"
crushed aggregate in building pad areas and below pavements. The base of all aggregate
fills shall extend a distance past the edge of all footings that is at least the depth of the fill.
All imported granular material shall be compacted to at least 95% of the materials
maximum dry density as determined by ASTM Method D-1557, and tested to measure
compliance. Granular fill materials not suitable for standard field density testing shall be
proof-rolled every 12-inches in thickness with a loaded 10. cubic yard dump-truck or
equivalent piece of equipment.
3.2 Excavations
Utility excavations in the fine grain soils should stand near vertical up to 4 feet in depth.
These soils may be classified as OSHA Type A. Deep utility excavations are not expected
nor recommended during the wet season as perched ground water may cause sidewa!l
seepage forces and caving to occur.
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Springfield Arts Academy
BEl Project No. 07-280
Page 5
3.4 Soil Bearing Capacity
Based on the site observations and foundations of adjacent buildings, conventional spread
footings are expected to be constructed for the proposed site development. After
conformance with the subgrade preparation recommendations herein, the exposed building
foundation subgrade soil shall be covered with a geotextile separation fabric (AASHTO
M288-00 or equivalent) and at least 1 a-inches of compacted crushed aggregate.
All subgrade shall be observed by the Geotechnical Engineer prior to filling operations, fill
materials shall be approved by the Geotechnical Engineer, and the fill shall be tested for
compliance with the compaction specifications herein. Upon satisfactory completion of the
foundation pad preparation, the allowable bearing capacity at the surface of the aggregate
will be 1,500 psf.
The native fine grain soil is moisture sensitive, and shall be covered with the fabric and
compacted crushed aggregate immediately after exposure. The coefficient of friction for
concrete poured neat against native soil is 0.35 and 0.50 for a crushed aggregate layer at
least 1 a-inches thick. The subgrade modulus of reaction (k) is 150 Ib/in3 for slabs bearing
on at least 1 a-inches of structurally compacted aggregate.
Periodic site observations by a geotechnical representative of Branch Engineering Inc. are
recommended during the construction of the project; the specific phases of construction
that should be observed are:
Table 3:
Recommended Construction Phases to be Observed by the Geotechnical
Engineer
At completion of building pad excavation On-site observation of subgrade soil
before aggregate placement
Imported fill material Observation of material or information on
material type and source
Placement or Compaction of fill material Observation by geotechnical engineer or
test results by qualified testing agency
3.5 Settlement
Tho f,.,dl,...,\\^/ir'"ln ic b":lCO~ 1"\1-' tho. o.vnot"tert n-I":lVit"'Y'\lln-l fAr 'nrt'::lt"lon I~ad.ln'" ~f? l...-inc/J;ne-::H" fo~t
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for walls loads and 10 kips for column loads. Site specific consolidation testing was not
performed; however, based on soil observations and test results in similar soil conditions,
the estimated total settlement at the site is not expected to exceed i-inch with differential
settlement of up to 1/2-inch over a span or 15 feet.
PRE.SUBMITIAL RECID
FEB 2 0 Z008
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Springfield Arts Academy
BEl Project No. 07-280
Page 6
3.6 Drainage
A complete site drainage system is expected to be engineered; drainage from and onto
adjacent properties sho.uld be considered in the design. Perimeter landscape and
hardscape grades shall be sloped away from the building and water shall not be allowed to
pond adjacent to foundations during or after construction. Determination of site infiltration
rates was not included in this scope of work. .
4.0 LIMITATIONS
The conclusions and recommendations described in this report are subject to the
conditions described in this report and are intended for the exclusive use of the addressee
and their representatives for use in design and construction of the development described
herein. The analysis and recommendations may not be suitable for other structures or
purposes. Services performed by the geotechnical- engineer for this project have been
conducted with the level of care and skill exercised by other current geotechnical
professionals in this area under similar budget and time constraints. No warranty is herein
expressed or implied. The conclusions in this report are based on the site conditions as
they currently exist and it is assumed that the limited site locations that were physically
investigated generally represent the subsurface conditions at the site. Should site
development or site conditions change, or if a substantial amount of time goes by between
our site investigation and site development, we reserve the right to review this I"aport for its
applicabilit)(.
PRE.SUBMITTAL REC'O
FEB 2 0 Z008
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LEGEND
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Qill. 0?' 'f'" . ..... [fj~ib"" GZJ SPRINGFIELD, LANE COUNTY, OREGON
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APPENDIX A
HANDgAUGER BORING/WILDCAT DYNAMIC
PROBE SUMMARY LOGS
DEPT. OF WATER RESOURCES WELL LOGS
&
WEBSOIL SURVEY INFORMATION
PRE.SUBMITTAl REC'O
FEB 2 0 2008
.
.
SOIL CLASSIFICATION CRiTERiA AND TERMINOLOGY
Classification of Terms and Content
t.IAME : MINOR Constituents (12-~O%); MAJOR
Constituents (>50%); Slightly" (5-12%)
Re.12live Density or Consistenci
Color
Moisture Content
Plasticity
Trace Constituents (O~5%)
Other. Grain Shape, ft.ppro:dmate gradation,
Organics. Cement, Structure, OdoL...
Geologic Name or F-orm2tion: (Fill, WilIarnette Silt, Till,
Alluvium....)
Granular Material
SPI
N-Value
Densitv
SPT
N-Value
<2
2-4
4-8
8 -15
15 - 30
>30
USCS Grain Size
Fines
Sand
<#200 (.Oi5 mm)
#200 - #40 (.425 mm)
#40 - 1:1.0 (2 mm)
#10 - #4 (4.75) .
#4.0.75 nch
075 jnc.~ - 3 inches
3 to 12 inches;
sC3ttered <15% est.,
numerous >15% est.
> 12 indles
Grave!
Fine
Medium
Coarse
Fine
Coarse
Cobbles
Boulders
Relative Densitv or Consistencv
Fine.Grained (cohesive) Materials
Pocket Pen tsf Manual Penetration Test
Unconfined . Consistencv
>0.25 lierv Soft
0.25 - 0.50 Soft
0.50 -1.00 . Medium Stiff
1.00 - 2.00 Stiff
2.00 - 4.00 VerY Stiff
>4.00 Hard
Torvane tst
Shear Strenath
<0.13
0.13-0.25
C.25 - 0.50
0.50 . 1.00
1.00 - 2.00
>2.00.
o .4 VervLoose
4 ~ 1 0 Loose
10.30 Medium Dense
30 . 50 Dense
>50 Very Dense
Moisture Content
Dry: Absence of (Doisture, d_u?ty'" dry to th-e touch,.
Damp: Some moisture but leaves no moisture on hand
Moist Leaves moisture on hand -
Wet: Visible free ....:ater, like!'!' from below 1t.'3t-?r table
Non to Low Non ta Low Slow to Rapid Low, cen't roll
Low to Med. Medium to High None to 510'..... JI..iedium
r...1ed to High Low to Medium None to Slow Lowto Medium
f.~ed to Hioh HiQh to V. Hioh None Hiqh
- Unified Soil Classification Chart (Visual-Manual Procedure)
Major D1v:sions "",~rouR
. -S~bols
Graveis: 50% Clean GW
Oi.more Grave!s GP
retained on Gravels GM
the No..4 sieve with Fines GC
Sands: more Clean SW
than 50% Sands SP
passing the Sands SM
No.4-Sieve \'lith Fines SC
ML
CL
Plasticity
ML
CL
MH
CH
Coarse
Grained
Soils:
More t~an
50% retained
on No. 200
sieve
Fine--Grained
Soils:
50% or more
Passes No.
200 Sie','e
Dry Strength
Silt and Clays
Lo\'\' Plasticity Fines
Silt cind Clays
High Plasticity Fines
Hie!"lly OrQanic Soils
Dilatancy
Ol.
MH
CH
OH
PT
EasY several inches ~ fist
Easv several inches bv thumb
Moderate several inches bY thumb
ReadilY indented by thumb
Readily indented bv thumbnail
Difficdt by thumbnail
Toughness
Structure
. Stratifie.d: Altemaling layers of materia! or color >6 mili tilid:-
Laminated:: Ntemating layers <::: 6 mm. thick
FISsured: Breaks along definate fracture pla:1es _
Slickensided:. Stri3ted, p-Qjished, or glossy fracture pl2nes
Blocky: Coheske soH that can be brOKer. down j;ltG sma!:
angular lumps which resist furt.l-",er breakdown
Lenses: Has sr:lall pockets of different soils, note thickness
Homo9':3neous: Same color and appearance throughout .
(Similar to ASTM Desionation b.Z4S8)
Typical Names
WeH orade.d oravels and ara-.;.el-sand mixtures. little or no fines
Poorlv-::raded or.::ve!sand qravef-s::.nd mixtures, Httle or no fin-:::s
Silty oravels, araveJ-sand-siJt mixtures
Clayey ora:vels, QraYel-sand~aY mixtures
WeU-graded sands and gravellY sands, little Of no fines
Poorly.:.graded sands and grave!!\' sands, little or no fines
smv sands. sand~silt mixtures
Cl::!yey sands, sand..c!ay mixtures
Inoroanic silts, rock flour, c1avev silts
InOrGanic clayS of bw to medium olasticity, gi2vel!y daYs, sand\' de)"$., lean days
Oraanic silt and OfQ3nicsHtv davs of low Dtastidtv.
Inorganic silts. dayey silts
l-norganic days of high plasticity. fat days
Orqanic.dav"S afmedium to hiah plasticit','
Peat, muck, and ot~er hiahly orqanic soils
PRE-SUBMITIAl REC'O
FEB.2 0 Z008
WILI:AT DYNA~IC CONE L~
Page 1 of I
Branch Engineering Ine
310 5th Street'
Springfield, Oregon 97477
PROJECT NUMBER:
DATE STARTED:
DATE COMPLETED:
07-280
12-27-2007
12-27-2007
HOLE #: B-1
CREW: RJD
PROJECT: Arts Academy
ADDRESS: 6th and Main Street
LOCATION: Springfied,Oregoil
SURFACE ELEVATION:
WATER ON COMPLETION:
HAMMER WEIGHT:
CONE AREA:
35 Ibs.
10 sq. em
BLOWS RESISTANCE GIU\PH OF CONE RESISTANCE TESTED CONSISTENCY
DEPTH PER 10 em Kg/cm2 0 50 ]00 150 N' NON-COHESIVE COHESIVE
- 0 0.0 fill 0 VERY SOFT
- 0 0.0 Dark brown: very moist, soft 0 VERY SOFT
- 1ft 0 0.0 Clay w/ rounded gravel 0 VERY SOFT
- 0 0.0 (recent fill) 0 VERY SOFT
- O' 0.0 0 VERY' SOFT
- 2ft 0 0.0 Dark grey Clay wi gravel 0 VERY SOFT
. 0 0.0 (older fill) 0 VERY SOFT
-
- 0 0.0 0 VERY SOFT
- 3 ft 0 0.0 Alluvium 0 VERY SOFT
- 1m 0 0.0 Brown, moist Silty CI~y 0 VERY SOFT
- 5 19.3 ...... ) MEDIUM STIFF
- 4ft 4 15.4 .... 4 SOFT
- 4 15.4 .... 4 SOFT
- 4 15.4 .... 4 SOFT
- 5ft 4 15.4 .... 4 SOFT
- 5 19.3 GOO.. 5 MEDIUM STIFF
- 5 ]9.3 ..... 5 MEDIUM STIFF
- 6 ft 6 23.2 ...... 6 MEDIUM STIFF
- 5 ]9.3 ..... 5 MEDIUM STIFF
- 2m. 5 ]9.3 ..... 5 MEDIUM STIFF
- 7ft 6 20.5 ..... 5 MEDIUM STIFF
- 6 20.5 ..... 5 MEDIUM STIFF
- 5 17.] .... 4 SOFT
- 8 ft 7 239 ...... 6 MEDIU]vI STIFF
- 7 23.9 ...... 6 MEDIUJvl STIFF
- , 23.9 ...... 6 MEDIUM STIFF
,
- 9 ft 7 23.9 ...... 6 MEDIUM STIFF
- 7 23.9 ...... 6 . MEDIUM STIFF
- 6 20.5 ..... 5 MEDIUM STIFF
- 3m 10 ft 6 20.5 ..... 5 MEDIUM STIFF
-
-
---
-
- I] ft
-
-
- 12 ft
-
-
-4111 13 ft
eMI.. ..~
c:\ em . 9
'PRE~~ '0
FEB 2 0 2008
OPE.~lIRMmAl RECIO
WILtAT DYNAl\llIC CONE L~
Page 1 of 1
Branch Engineering Inc
310 5th Street
Springfield, Oregon 97477
PROJECT NUMBER:
DATE STARTED:
DATE COMPLETED:
07-180
11-17-1007
11-17-1007
HOLE II: B-1
CREW: RID
PROJECT: Am Academy
ADDRESS: 6th and Main Street
LOCATION: Springfied, Oregon
SURFACE ELEVATION:
\VATER ON COK'IPLETION:
HAMMER WEIGHT:
CONE _-'eREA:
35 Ibs.
to sq. em
BLOWS RESISTi',NCE GRAPH OF CONE RESISTANCE TESTED CONSISTENCY
DEPTH PER 10 em Kg/cm2 0 50 100 150 N' NON-COHESIVE COHESIVE
- 0 0,0 EiJl 0 VERY SOFT
- 0 0,0 Dark brown, very moist, soft 0 VERY SOFT
- 1 ft 0 0,0 Clay wi rounded gravel 0 VERY SOFT
- 0 0.0 (recent fill) 0 VERY SOFT
- 0 0.0 0 VERY SOFT
- 1ft 0 0.0 Dark grey Clay vd gravel 0 VERY SOFT
- 0 0.0 (older fill) 0 VERY SOFT
- 0 0.0 Alluvium 0 VERY SOFT
- 3 ft 0 0.0 Brov.'l1, moist Silt)' Clay 0 VERY SOFT.
- 1m 4 17.8 ...~. 5 MEDIUM STIFF
- 4 15.4 .... 4 SOFT
- 4 ft 4 15.4 .... 4 SOFT
- 5 19.3 ..... 5 MEDIUM STIFF
- 4 15.4 .... 4 SOFT
- 5 ft 6 '""j ...... 6 MEDIUM STIFF
....;~,.~
- 5 19.3 ..... 5 MEDIUJvj STIFF
- 6 0' 0 6 MEDIUM STIFF
.....J......
- - 6 ft
- .
- 2m
Ht -
-
-
-
- 8 ft
-
-
- 9 fl
-
-
- 3m 10 ft
-
-
-
- 11ft
-
-
- 11ft
-
-
-4111 13ft
I
C:\My Do~um8n::>\WildcatIVVC XL97.XLS
PRE-SUBMITTAL RECIO
FEB 2 0 2008
Hole No.5
CO.Job No. 2180 County Lane latitude longitude
Township 17.00 S Range 3.00 W
Name HUTCHINS IMPORTED MOTORS, INC.
Section 35 NE1/4 SE 1/4
Street 863 MAIN STREET. Tax lot 6500 lot Block Subdivision
City SPRINGFIELD Stale OR Zip 97.n legal desc:
(2) TYPE OF WORK Street Address of Well (or neare5t addres5)
I8l New o Attar (Recondition) D Atter (Repair) 863 MAIN STREET
o DIMpenlng o Abandonment MAP with location indentified must be attached
(/0) STATIC WATER lEVEL
o Rotary Air o Hand Auger D Hollow Stem Auger 7.2 Ft. below land surface. D,te 10/18/1998
o Rotary Mud o Cable Tool !8J Push Probe Other Artesian Pressura Ib/sq.ln. Date
(41 TYPE OF HOLE (H) SUBSURFACE LOG
~ Uoc8Sed Temporary o Cased Permanent
o Uncaaed Porm.nent o Slopo Stability Other Ground Elevation 0 II.
(5) USE OF HOLE ISILTS Malenal ~
SOIL AND WATER ANALYSIS
~)BOREHOLECONSTRUCTION
Special S1anoards 0 Oepth of completed well 16 fl..
HOLE I DlametBr~
1.50 .
SEAL !!fom To I Metenal I Amount .see:1 I Unltsl
, G~ut
0.00. 16.0~BentoOlte 8.0[ II" I
Backfill placed from 0 fl.. TO 16 ft. Malerlal BE
Filter pack placed from ft. TO ft. SIze In. Date started 10/18/1998 Completed 10/18/1998
.
('l) CASING/SCREEN (J21 ABANDONMENT [,OG
-
Screen 0 .
Date started Completed
(81 WELL TEST Prof~fional Certification
PermeabJ~ty Yield GPM (to be signed ~ a lie.ensed water 8UPPly or monitoring well constructor, or registered
geologIst or d I engineer).
CondlJd.ivtty PH
I accept responsibility for the construction, alteration, or abandonment work performed
Temperature of,water 52 -FIe Depth artesian flow found ft. on this well during the construction dates reported above. All work performed during this
Was water analysis dono? 0 time 15.1n compliance with O~on geotechnical hole construction standards. This
report is true to the best of my nowledge and belief.-
By Vvllom? CENTURY WESr
Depth of strata to be analyzed. From ft. to ft license or Registration Number 10341
Remarks Signed By TOM W!LSON Dale
Name of supervising GeologisVEngineer Affiliation GEO-TECH EXPLORATIONS, INC.
"
,
,
STATE OF OREGON
. GEOTECHNICAL HOLE REPORT
(as required by OAR 690.Z040-o351
.
.
(~':. ~
LANE 56274
Received date 11/17/1998
@
THIS REPORT MUST BE SUBMITTED TO THE W~R RESOURCES OEPARTMENT WITHIN 30 DAYS OF COMPLETION OF WORK PRE-SUBMITTAL RECIO
FEB' 2 02008
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. STATE OF OREGON JAN 1 2 2000
GEOTECHNICAL HOLE REPORT c,
(u "'l''''''' by OAR _~3S) WATER RESOURCES DEFT.
(1) OWNERlPROJECT: . Hole ~umber c.~ P - I
Namc~~~% K'~~
Mh.s . Karl L-
CilY Slale z;p97IJN....
(~~EOFWORK .
[BNew DDccpc:ning 0 Alteration (repairlrecondition)~bandonmenl
(3) CONSTRUCTION:
DRotar)' Air OHandAdger Olj9l1owStemAuger
ORollry Mud 0 Cable Tool [3l'ush Probe 0 Other
(4) JYPE OF HOLE:,
@'UncasedTemporary 0 Cased Pennanellt
OUn<ase<lPcnnanenl 0 SlopeSlability o Other
(5) USEOFHOLE: CJlr1"<" "'~"'L ~w~r-<.."'-"'-"'""1
-
(6) BORE HOLE CONSTRUCTIOJl: . .
Special Construction approval 0 YCli @No Depth of Completed Hole ..u"Q..~.Jt.
HOLE
Diametel:' From To
2" t/..;'
SEAL
M.terial
.r
From To Sack; or pOl1nds
(,."1
t.."
Bacl:fill placed from ~ ft. to ~ ft. Material
Filter Pack placed from" ft. to fl. 'Size of pack
(7) CASlNGISCREEN:
.
~.
@
\..-AAJE:'
'51'&&
(9) LOCATION OF HOLE by legal description:
COWlty LttAA..i~ Latitude Longitude
Townshi~ 11 S N or S Range 0..0
See,ion 35 I\JLU 1/4 ---:3E 1/4
Tax Lot NJA Lot Block Subdivision
Street Address of Well (or nearest address)
B-31 m.:U.n ..::n-"H- ~LO.J r D12-
E or W. WM.
Map with location Identftled must be attached
(10) STATIC WATER LEVEL:
/7J I. ft. below land sun=.
Artesian pressure lb. per square inch.
(11) SUBSURFACE LOG:
DatO:)""'. S/?t"W">
Date
Oround Elevation
Dale S,,,,ear.. foJ. '&.' ? 000
Dale Completed ~At.l. ~ L C:.nC\
J
(12) ABANDONMENT LOG:
Sacks or Pounds j \
Casing'
From To Gauge Steel Plastic Wdded Thread~
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0 ].
Date startecr:r f'N. C -, f"V'V'"\ Date Comple~..). S. 7.Q~
. ,
Di~ttr
Screen:
Slot size
(8) WELL TEST.
o Pump 0 Bailer
PermeabililY
Conductivity
Thmperntureofwater 51.0
Was waler 2llalysis done? 0 Yes
By whom?
Depth of strata analyzed. From
Remarks:
o FlowingArtesian
GPM
o Air
Yield
PH
"F/C Depth artesian flow found _ ft
ONo
ft.to
ft.
ProCessional Certification
(to be signed by a licensed water supply or monitoring well constructor, or Oregon
registered geologist or civil engineer).
I accept responsibility for the construction, alleraoon. or abandonmenl work
performed during the construction dates reported above. All work performed
dunng thiStime is in compliance with Oregon's geotechnical hole construction
standards. This report is true to the beSl or my knowledge and belief.
r /{)'193
License or Kegistrati
r:-- 11.,
(/U
.. . I? CJ
I olgnea , a- ,'- .
AffiliatG
_ "L. \ ~___
val<J-\N. ~=
THIS REPORT MUST BE SUBMITTED TO TilE WATER RESOURCES DEPARTMENT WITHIN 30 DAYS OF COMPLETION OF WORK
Of<.COD3
ORIGINAL - WATER RESOURCES DEPARTMENT FIRST COPY - CONSTRUCTOR SECOND COpy - CUSTOMER
PRE.SUBMITTAl RECIO
.--.----. FEB2 II 2008
.OllOJ/UO ftlUN 11:.07 FAX 5U3 6.905
Nov-11-99 09:17A.GeoPotent;al
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~ATER ESOUACESDEPT 0
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<
PRE.SU~M\TIAL RECIO
--- f"€82itCO08
-.-____d_
~ STATE OF OREGON
GEOTECHNICAL HOLE REPORT
(as required by OAR 690-240-03S)
';y,-".'
Hole Number
B-(
(I) OWNERlPROJECT:
Name Selco Credit Union
Ad"'", 1010 Main Street
City Spri ngfi e 1 d
(2) TYPE OF WORK
!XJ Ni:W C Deepening 0 Ahermion. (repair/recondition) IXJ Abandonment
(3) CONSTRUCTION:
LJ Rmary Air 0 Hilmi Auger
o Rotary Mud D Cable Tool
(4) TYPE OF HOLE:
State
OR
97477
Zip
Kl Hollow Stern Auger
o Pmh Probe
LJOrher
[] Uncased Temporary
o Uncased Pemanent
(S) USE OF HOLE:
Tp,t H()lp -
o Cased Penuanent
o Slope Slability
[lOther
Grilh H20 Silmplp
(6) BORE HOLE CONSTRUCTION:
Special Construction approval DYesKXNo Depth of Com pie led Hole ~ft.
. HOLE
SEAL
nil.:m~~er
!'ro!!l To Material From To Slicks IIr DOunds
O'~""'""Hl~~(:O 1h1
._B11
Backfill placed from ---1- ft. Lo -----2- ft.
Filter Pack placed from ___ fL 10___ fl.
Materia] r,rrl VP 1 Fi 1]
Size of pack
(7)
I
i
I
I
I
i
Slot size
(8) WELL I'EST:
D Pump DBailcr
o Flowing Artesian
GPt-.'f
LJ Air
Yield
Conductivity ______ -r\H ...----
Temperature ofwmer fi~ (:jiIC Depth artesIan fluw found~ft.
"Vas water analysis dune? [Xl Yes D No
By whom' Pacific Northwest
Depth of strata analyzed. From 8
Penneahility
Laboratories
15
f1. to
Remarks:
Environmental Consultant
- ~t"phon I awn
.~ p";- ',,'"'!.~~.
~AAJ[ 5D4 ('7
@
"l .i::j~j:~
SCU01LV2,95E
",",.
~U'. ,
(9) LOCATION OF HOLE by legal description:
County Lane Latitude . Longitude----=-=-:-
TownshiR Tl7S N o'~ange R3W E n~1.
Section 35 Nt 1/4 SE 1/4
Tax Lot N/ A Lot Block Subdivision
Street Address orWell (or nearest 3ddress) Se 1 co Credi t Un i on
1010 Main St,; SDrinqfield, OR 97477
Map with loealion Identified must be attached
(If I) STATIC WATER LEVEL:
8 fL below land surface.
D,te 8-17-95
lb. per square inch.
Dale
Artesian pressure
. (11) SUBSURFACE LOG:
Gmllnd Elmt;on 450 '
From
o
60
,
To
6"
1 '
7,5'
SWL
Clay (CL)
black to dark
i ~me silt. I
(el) gr~
- rained sa
12'
.5dnd LGraIDs (GM) wet.
D,te Started 8-17 -95
12'
Date Completed 8-17 -95
(12) ABANDONMENT LOG:
To Sacks or Pounds
o
Datcstarted
8-]7-q~
I
Date Completed R 17 -q~
ft.
Professional Certification
(10 be signed by u licensed water supply or monitoring well constructor, or registcred
geologist or civil engineer).
, accept responsibility for the construction. alleration, or abandonment work
perfonned on during tile constructioT, dates reported above. All work pcrfomled
during this time is in compliance wjth Orl:gon geotechnical hole construction
standards. This rep .. ~ to the best of my knowledge and belieL
,1 - /f! ~~istrationNumb" 10288
SignCd# ~ vf~ Date --10=..1l=9.~
acific Northwest Drillinq
THIS REPORT MUST BE SUBMIITEo TO THE WATER RESOURCES DEPARTMENT WITHIN 30 DAYS OF COMPLETION OF WORK
ORIGINAL & FIRST COPY-WATER RESOURCES DEPARTMENT SECOND COPY-CONSTRUCTOR THIRD COPY-CUSTOMER
PRE.SUBMITTAl RECIO
FEB2 0 20ITB
.
.
~~
..
N
~'.~:~:_jLl
o 30
-, ...-
15
(FEET)
;,", \ I ~:.
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w
0:.
.....
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.<.::..:;' ::1.:
Alley
TL 5200
I
I
I
I
I
I
I
I
I
I
I
+
I
I
,
,
I
,
,
I
,
,
L_
-----
Former
Pump Island
(Estimated)
Former~ f
UST Pit I
(Estimated) !
1..-
.8-2 --
'"--
I -,
I I
I
"_ I
--.
Area
!Drive-Up
Window
jconopy
I
,
,
I
,
------ J'
---
----
-
-
------
-
~
-
-
-
-
-
-
- MAlly STR
eEr __
-
-
-
--
--
-
LEGEND
FIGURE 2
iax.lot Line
I.~'
I
COMMERCIAL PROPERTY, iOiO Main SL, Springfieid, Oregon
SoH Boring Location and
Identification Number
SITE MAP
Bergeson Boese & Associates, Inc:.
Environmental !::ngineering
6~ r.pnt.:'nnial I o,..,r-,
E~g;;e,WO;e9~n- 97401
(503) 484-9484
'0
FEB2 0 2008
PRE.SUBMITTAl REC'O
. .
--- . - ~
.
LANE
----'
STATE OF OREGON
GEOTECHNICAL HOLE REPORT
(as required by OAR 690.2d.().035)
(1) OWNERlPROJECT: Hol, Nombe,
N,m, 'Gr""l,., I \ 0e.....1:"l'""''''"'~. LI..L
Add"" ~() E!.oKi3l"l
City ~ I ~~ n L State 02-
(2) TYPE F WORK
New DDeepening 0 Alteration (repairlrecondition)
) CONSTRUCTION:
o Rotary Air 0 Hand Auger
DRota!)' Mud OCable Tool
(4) TYPEOFHOLE:
~nca;;ed Temporary 0 Ca<>ed Permanent
tiuncased Permanent 0 Slope StabIlity 0 Other
(5) USE OF HOLE:
f'...Dlr ~ ..........{" hI
~-\
Zip~~'ill
Abandonment
~oIlOW Stem Auger'
DPushProbe DOther
,~6-D J 1
(6) BORE HOLE CONSTRUCTION:
Special Construction approval DYes~.NO Depth of Completed HOle;i::J ft.
HOLE SEAL
Dia~tr From ~~ MIII",rilll From To Sacks or pounds
0
~
)("
/
Bad..fillplacedfrom ~ fl. (0_ ft.
Filter Pack placed from ft. \0 ft.
Material
Size of pack
(7) CASINGISCREEN:
Diameter
From
To Gauge Sleel
Plastic Welded Threooed
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
Casing
V
'\.
,
o
o
o
o
o
o
Sl.Tet:n.:
Slot size
(8) WELL TEST:
o Pump 0 Bailer
Permeabilily
OAir
Yidd
o Flowing Artesian
GPM
ConductivilX
Temperature of waler
Was water analysis: done'!
By whom~
Depth of stnltn ana.lyzed.
Remarks:
PH
5"'".3 "F/C
OYe~NO
Dt:Plh artesian Onw found _ fL
From
fl.lo
61390
.
o
(9) LOCATION OF HOLE by legal description:
County l.1.,^ l' ~ Latitude 1.ongitude
TownshiR \ -, ~ N o~~se ~ . E r6'WM.
Section 30- ~ 114 6lk> 1/4
Tax Lot ~ Lut Block. Suhdivision
Streel Address of Well (or nearest address)
b~~d.\.-. ~,t':.\-
Map with location Identified must be artached
(10) STATIC WATER LEVEL:
I ~ ft. below land surface.
D,,,~l 1102-
Dale
Artesian pressure
(II) SUBSURFACE LOG:
Ib, per square inch.
Ground Elevation
Material Descriolion From To SWL
1fi\k. r Ir. e> 10
- .-1:: 1', .1.1\_1,. /,.-, ~ IK"
DateStMtcrl , I tI 0"2.. Date Completed .., tI 0'4
(12) ABANDONMENT LOG:
i Material Descriotion From To s~~ ~r poundR
I ~ 0 2f"J
I .. . I
I i ,,- . .,' 'j ,
,
i .. -
: -
'-; \..: , , .' lUI_'/ !
I Datestarteli2!, loi.--.-- ,
..... Dite"Compteled:,l1' '-".""'1.......
u
n.
Professional Certification
(to be signed hy <l Iil:ensed water supply ur rnoniwring well constructor. or Oregon
registr:red geologist or CIvil cnginter).
I atccpt responsibility for lhr: construction, aheration, or abandonmcm work
performed during the lXlllSlructlon dSles reported above. All wurk performed
during Ihis lime is in compliance with OrC'gon's geole<.:hnical hole construction
standards. Thi~ report is true to the best of my knowledge and belief-
,- ~u::;;;;'-:,:ilii~
Affiliation
THIS REPORT MUST BE SUBMITTED TO THE WATER RESOURCES DEPARTMENT WITHIN 30 DAYS OF COMPLETION OFWORK
ORIGINAL - WATER RESOURCES DEPARTM1:J\T FJRST COpy - CONSTRUCTOR SECOND COPY - CUSTOJ\1ER
PRE.SUBMITTAl REC'O
FEB'2 0 2008
~7 /22/2ee2 11: 56 54] Ge78231
.
VAL ABERt-JATHV
LANE 61390
cOcA
.
G ~
!
f'.
~ ;1>.
rr '5l
.. 27
b.
,.L
PAGE 07
---- '--~.
""'
:"(
PRE-SUBMITTAL REC'O
FEB2 0 Z008
.
LANE
STATE OF OREGON
GEOTECHNICAL HOLE REPORT
(a~ required by OAR 690-240-035)
(I) O\\f'ffiRIPR~T: . L D ' JlO~' f"E" II
N,m, J::Qf/<:. -/ "a/15fT _1511 fCT
Add"" ~:r ~ S ~14" ~1i
CityS ~"'I Ii She iJ S"le t5t
~EOF\'ORK
,New 0 Deepening 0 Alteration (repair/recondition) 0 Abandonment
( ) CONSTRUCTION: .
~RotaryAir o Hand Allger
DRotaJ)' Mud o Cable Tool
(4) TYPE OF HOLE:
~ Uncascd Temporary
r--- n Uneased Pemlanent
(5) USE OF IIJl11E:
fc9-~('
Z'0~?
o Hollow Stem AUBer
o Push Probe
o Other
o Cased Permanent
o Slope Stability
DOther
Jr1"f'
,
(6) .BORE HOLE CONSTRUCTION:
.--- Special Construction approval,DYes ~o Depth of Com pie red Hole _ft.
HOLE
SEAL
Material
Sacks tJr pounds
From To
;>(p 13ot>
I
BackfilJ placed from _ f~. 10_ ft.
Filter Pack placed from f1. to ft.
Material.
Size of pad:
(7) CASINGISCREEN:
Diameter From
To Gauge Steel Pla5Uc l-Velded Thrt'aded
0 0 0 0
0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
Casing:
.~
Screen:
Slotsi7.e
-, FlowingAnesian
GPM
r--
(8) WELL TEST:
[' Pomp 0
Penneabilit)'
Conduclivil)'
Temperature of water
Was water analysis dune'!
By whom'?
Depth of strata analyzed. Fro
Remarks:
o Air
Yield
,
/
./
"
'.vATCR RC30URl...t=;:, Uct-'I
SALEM. OREGON
63137
.
co
(9) LO)tIION OF HOLE by legal descnpl;on: .
County n e.. . Latilude Longitude
Township }l - N or~ange4 E ort!}j)\\'M.
Secti" 3'5"" AI.[ 114.. SW_ 1/4
Tax Lov3~Lot Block Subdivision
SlfeelAddressofWcJl(ornearestaddreS5)~ c:%:.6 ~~
Map with location indentitied must be attached
. (10) S~ICWATERLEVEL:
it below land surface.
D'1e 10. 7.193
Dale
Artesian prcssure
(II) SUBSURFACE LOG:
lb. persqunre inch.
GrOtmd Elevation
From
o
To
SWL
IL
L4. 22-
Dale SUrted J 0- -0 3
22 B'''D
I
I
Date Compleledja-/& _0 ~
(12) ABAKDOI\'MEI\"T LOG:
<9
;nu
452
Date stiU1ed /6 -' 7 - {J ~
Date Completed Id-,- t>.
Professional Certification
(10 be signed by a licensed water supply or monitoring well constructor, or registered
geologist or civil engineer),
It.
I accept resporlSibility for the construction. alteralion, or abandonment work
perfonncd on during thc construction dales repurtt:d above. All work perfonned
during this time is in compliance with Oregon geotechnical hole construction
standards. This report is true tu tbe best of m)' knowledge and belief.
nse or Rcgistration Number to X
~1J-~D",1I-1U)}
-'
'0
Affilialion
THIS REPORT MUST BE SUBMITTED TO THE WATER RESOURCES DEPARTMENT WITHIN 30 DAYS OF COMPLETION OF WORK
ORJGlNAL & FlRST COPY-WATER RESOURCES DEPARTMENT SECOND COPY-CONSTRUCroR THIRD COPY-CUSTOMER
0-
FEB 2 0 2008
LANE 631 37 _~.
tP3 J27 -f},e.v &-3 JLfj
'.-
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,-
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......:.. ":",
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:':":::. :.... ~LII.l.:.:;-::.N. 'L2JI',:' ..:-:.f.<:...:....
[2J':::"<:.:: :~.,,':;':.'. E21.:'.:.:..:':.':;:~"[JJ':.:::::":,,', 'ES2J'<':::2J<'<'i::::':":'O :.-:).:::::>:-.: ':., "
'" B,. '.' .'. ........ .... "..'_' .........
0.. . . . ." ',' ."", ,'.". '. _. . .'. ." ',.',. ..... ._
..:..:-.:: ~J.':,::" [ill~[JZBE1;J ,,:"'::.,::~ :~?;<
C;' ..~:'.".C G!'r".,"::-:;~~.':::::
:",
..... @
....: .':":'. ". ,2
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..... '.;"',.
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. ',,' ......
..... .,....
.... ,"/' "'-
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-~ ~ ........~-::-....
.......
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.....
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.,.
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,';nllrn: Ib~:I: r;-:(;....
::::'11 fI ~;i';ik: I : 'i."UU lkl;iit: J.;"U U;llUm; \\ GSN~
WATER RESOURces DEPT
SALEM. OREGOn
PRE.SUBMITTAL REC'O
FEB 2 0 2008
-n
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=
=
=
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d
.
Suil Map-Lane Gourity Area, Oregon
(6"15 Main Stice! Springfield, Oregon)
~
491:HflO
'198570'
<19R690
498510
<198!i40
498600
498630
498660
o
~
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,
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,
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m
00
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,198480 49B510
I.J
A l1 20 4U
..
IJ 50 10U
<19fl570
HO
498600
MeIers
120
'\985,10
491:'630
1\98660
,198690
20U
Peel
::100
l5~-;j
,&'lli1l
Natural Hcs(lurces
Conservation Service
Web Soil Survey 2.0
National Cooperiltive Soil Survey
1/14/2008
PClge 1 of3
"'TI
I'TI
CD
Nl"
=-
.....,
=
=
00
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en
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Soil Map-Lane County Area. Oregon
(615 Main Street Springfield, Oregon)
.
MAP LEGEND
Area of Interest (ADI)
ArAa of Interest (AOI)
Soils
Soil Map Units
Spacial Point Features
'.'; Blowout
8J Borrow Pit
:::( Clay Spot
. Closed Depression
.. Grave! Pit
Gravelly SPOl
"iiJ Lf1l1dfill
" Lava flow
.J. Marsh
, Mine or OU81ry
'::;:1 Miscellaneous Water
I"!:, Perenni<,d Water
., noe!l Outcrop
+ Saline Spol
Sandy Spot
- Severely Eroded Spot
V. Sinkhole
'j. Slide or Slip
.~, Sudie Spot
- S/JOilArea
A Stony Spot
I,:
tD
Very Stony Spot
WelSpot
Other
MAP INFORMATION
Original soil survey map slleets were prepared at publication scale.
Viewing scale and printing scale. l'lOwever, may vary from the
original. Please rely on the bar scale on eacll map sheet for proper
nl~p Inp.asuremenls.
SOllrce of Map: Natural Resources Conservation Service
Web So it Survey UR~: hllp:llwebsoilsurvey.nrcs.usda.gov
Coordinate System: UTM Zone 10N
This product is generated from lbe USDA-NRCS certified data as of
the version date(s) listed below.
.
r
.
Special Line Features
Gully
Short Sleep Slope
."..' Other
Political Features
Municipalities
I) Cities
D Ulban Areas
Waler Features
Oceans
Streams and Canals
Transportation
Rails'
+;+
Roads
""'..,,, Illterstate I~ighways
US Roules
Stale Highways
./',.... Local Roads
Other Roads
Soil Survey Area:
Survey Area Data:
L811e County Area, Oregon
Version 6, Dee 22, 2006
Date(s) aerial images were photographed: 6/19/1994; 6/27/1995
The orthophoto or other base map on which tile soil lines were
compiled ,md digitized probably differs from the background
imagery displayed on these maps. As a result. some minor shifting
of map unit boundaries may be evidenl.
.
t:SI.!,\
';;;t,f,R"!ii
Natural Resources
Conservation Service
Web SoH Survey 2.0
National Cooperative Soil Survey
1/14/2008
Page2of3
.
.
.
.
Soil Map-Lane County Area, Oregon
615 Main Street Springfield, Oregon
Map Unit Legend
.
Lane County Area, Oregon (OR637)
Map Unit Symbol I . Map Unit Name I Acres in ,AOI I Percent of AO!
176 I Malabon-Urban land complex I 80 I 100.0% I
I
Totals for Area of Interest (AOr) ! I 100.0%
8.0 I
k;i~
~~:
~atural Resources
Cons&fvation Service
VVeb Soil Survey 2.0
National Cooperative Soil Survey
1/14/2003
Page 3 of 3
PRE.SUBMITTAl REC'D
FEB"2 0 20nR