HomeMy WebLinkAboutApplication APPLICANT 5/17/2010
lCity of Springfield
Development Services Department
225 Fifth Street
Springfield, DR. 97477
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PRE.SUBMITTAL REef
MAY 1 7 2010
Site Plan Review
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A Iicant Name: John Jackson
Jackson Food Stores Inc.
Phone: 208-888-9508
Fax:
208-288-4389
Address:
3450 East Commercial Ct. Meridian 10. 83642
A Iicant's Re .: Ronald E. Thienes
Phone: 541-726-8795
CoITi an :
Address:
Ronald E. Thienes Architect
P.O. Box 25 Walterville OR. 97489
Fax:
541-736-5181
Owner: John Jackson
Com an Jackson Food Stores Inc.
Phone: 208-888-9508
Fax: 208-288-4389
Address:
3450 East Commercial Ct. Meridian 10. 83642
Pro
Address: 3375 Gatewa
TAX LOT NO S : 901
field OR 97477
Acres 0 S uare Feet Ox
ASSESSOR'S MAP NO: 17-03-22-20
Size of Pro e
43359.75
Pro osed Name of Pro"ect: A Convenience Store for Jackson Food Stores Inc.
Description of If you are filling in this form by hand, please attach your proposal description to this application.
Pro sal: Remove existin convenience store and construct new 3500 sf c-store
Existin Use: 989 s uare foot convenience store
New 1m ervious Surface Covera e Includin Bid . Gross Floor Area : sf
Signatures: PI'7ase sign and print your name and date in the appropriate box on the next
Required Project Information (City Intake, Staff: complete this section)
Pre-Sub Case No.:
Date: S;
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Associated A
f--
Case No.:
Date:
Reviewed b
A Iication Fee:
Technical Fee:
P e:J Jo({) -[fXJ7JS
TOTAL FEES:
PROJECT NUMBER:
.
.
OWner Signatures
This application form is used for both the required pre-submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages In the application
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 schedu ng of the Pre- Submittal Meeting. If the applicant is not the
owner, th owner ereby grants permission for the applicant to act in his/her behalf.
I/we do y nowledge that I/we are legally responsible for all statutory
timeli . fo ation, requests and requirements conveyed to my representative.
Owner:
Submittal
I "'present this application t.o be complete for submittal t.o the CIty. eo_t with the completeness check
. perfonned on this appllcatlon at the Pre-Submlttal Meetlng, I affirm the Infonnatlon Identllied by the CIty a.
nec<!558ry for proce55ing the appl1catlon I. provided h....in 01' the InformatiOn wiD not be provided If not otherwise
contained within the submittal, and the CIty may begin proce55ing the appllcatlon with the information as submitted.
TIlls 5latemenl50rve5.. written notice pursu.ntto the requirements of OIlS 227.178 pertaining to a complete
.pplicati<ln.
Owner:
Date:
Signature
Print
. PRE-SUBMITTAL REC'O
MAY 1 7 2010
Revised 11/19/09
2 of 10
o
RONALD E. THIENES
ARCHITECT
PRE.SUBMITTAl REC'D
MAY 1 7 2010
5/3/10
Pre-submittal Narrative
Project: A convenience store for Jackson Food Stores, Inc. of Meridian, Idaho
Project Address: 3375 Gateway St. Springfield, OR.
Scope of Project:
Jackson Food Stores, Inc. of Meridian, Idaho currently owns the fuel station
and convenience store at 3375 Gateway St. The existing convenience store is 989
square feet. It is the desire of the owners of Jackson Food Store to demolish the
existing convenience store and to construct a new 3500 square foot convenience
store. There will be three eight hour shifts of three employees each.
A new storm water vegetative swale will also be constructed to filter storm
water from 50% of the new parking area and 100% of the new roof.
p.o. BOX 25
WALTERVILLE, ORE 97489
541-726-8795
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PRE-SUBMITTAL REC'O
MAY 1 7 2010
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P.Q,BQX25 WALTERVILlE,ORfGON 97489
PHONE:!l41-726-8795 FAX;541.736.5181
A CONveNIENCE STORE
FOIl
JACKSON FOOD STORES, INC.
"1& CiAlEIIlAT &T. __IElD. OR
RONALD E. THIENES
ARCHITECT
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~ First American
Order No.: 7091-1570497
May 10, 2010
.
__ TTlIIIZiIsI1n1IIDe CiDnlpimyor~
liOO CllunlJy Cub Road
Eugene. OR 97401
PM - (541)484-2900
Fax - {541)1S1-7321
PRE.SUBMITTAl REC'O
MAY 1 7 2010
FOR OUESlXONS REGARDING YOUR nOSING. PLEASE CONTACT:
SUSAN C. CREEL, Escrow Officer/Closer
Phone: (541)926-8808 - Fax: (866)847-2139- Eman:saeel@firs1am.mm
First American llt1e Insurance Company of Oregon
2405 14th Ave SE, Ste 8, Albany, OR 97322
FOR ALL OUESlIONS REGARDING THIS PREUMINARY REPORT. p....II.U CONTACT:
Ronald Denton, 11tIe Officer
Phone: (541)484-2900 - Fax: (541)484-7321- Emall: radenton@flrstam.com
Preliminary ntle Report
2IlO6 ALTA Owners SIllndard CDvenge
2IlO6 ALTA 0wneB Extended CDvenge
2006 ALTA l8td4n Sla11danl Coveraglt
"20(]6 ALTA L_ ExIalded ClMnge
Endomrnent 9 oncI22
GeM Service 0Iarge
Other
LIabII1ly $
LIabII1ly $
UabIIIty $
UabIIIy $
PremIum $
PremIum $
Premium $
TBD PremIum $
PnmIum $
CIlst $
CIlst $
T8D STll
toO.OO
15.00
We are prepared to issue Title Insurance Policy or Policies In the fonn and amount shown above, insuring
title to the following describeclland:
The land rel'elled to in this report Is described In Exhibit A atlac.hed hereto.
and as of AprIl 29, 2010 at 8:00 a.m., tIlIe to the fee simple estate Is vested In:
Jactcsons Food Stores, Inc., a Nevada Corporation
5ubject to the exceptions, exclusions, and stipulations whidl are ordinarily part of such Policy form and
the followIng:
1. Taxes or _ ""nts which are not shown as existing liens by the remrds 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 notlces of such
proceedings, whether or not shown by the records of sudl 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 an InspectIOn of the land or by making InquIry of persons In possession thereof.
lI1ls report Is fer tile eo:tuSNe use at tile parUes heren s_ and Is prellmInBry bl tile I$suana! d.
title insurancil po&y and _ _ void unless. policy Is Issuel\, llIId lhB full prerrbn paid.
.
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PrelIminary lleport
CInler Mo.: 7O!I1-15104II7
PageZof6
3. Easements, or da/ms or easement, not shown by the public records; reservations or exceptions
In pab!nts or in Acts authorizing the issUanCe thereof; water rights, dalms or title to water.
4. Discrepancies, conflicts In boundary lines, shortage in area, encroad1ments or other fads which a
correct survey would disclose.
S. 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.
The exceptions to coverage 1-5 Inclusive as set forth above will remain on any ~bsequently
Issued Standard Covel'llge Title Jnsurance Poncy.
In order to remove these exceptions to coverage In the 1_1ICl8 of an Extended Coverage
Policy the following Items are required to be furnished to the Company; addltlonal
exceptions to coverage may be added upon review of sudllnfonnation:
A. Survey or alternative acceptable to the company
B. Affidavit regarding possession
C. Prcof that there Is no new construction or remodelIng of any Improvement Ioc8ted on
the premises. In the event of new CDnstructlon or remodeUng the following Is
required:
I. Satisfactory evidence that no CDnstruction liens wID be flied; or
II. Adequate security to protect against actual or potential construction liens;
III. Payment of additional premiums as required by the Industry Rate Rllng
approved by the Insurance Division of the Slate of oregon
6. Easement on the recorded p1at/par1ftlon as follows: public utilities
7. . Easement, including terms and provisions contained therein:
Recording Information: June 02, 1967, Reo!ption No. 86879, Ollldal Remrds of Lane
County, Oregon
In Favor of: Pacific Northwest Bell Telephone Company
For: ub1itfes
8. RestrIc:tIve Covenant, including terms and provisions thereof.
Recorded: August 19, 1987, Reception No. 87-36547, Offldal Records of
Lane County, Oregon
9. Easement, Indudlng terms and provisions contained therein:
Recording Information: 0dDber 08, 1987, Rec:eptlon No. 87-44694, Offldal R.eCDrds of
Lane County, Oregon
In Favor of: Durward L Boyles
For: none-exduslve utility easement
Affects: Easterly 7 feet
FiIst AmI!t/aJn TItle
PRE-SUBMITTAL REC'D
MAY I 7 2010
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-...,.~
0nIer Mo.: 7llIIl-1I7OG7
Pag83of6
10. cross Easement Agreement and \he terms and conditions \hereof:
Between: Syam B Corp.
And: Chevron U.S.A. Ine.
Recording Information: December 11, 1987, Reception No. 87-53789, OffIcial Records of
Lane County, Oregon
11. Optlon lXI Purchase and RIght of First Refusal, Including terms and provisions thereof, as
reserved In the Deed
From: Chevron U.S.A. Inc., a Pennsylvania mrporatlon
To: M &. M rentals, Lie and R2M Properties, lLC
Recorded: October 09, 2003, Reception No. 2003-099139, 0lIlda1 Records
of Lane County, Oregon
12. Easement and maintenance Agreement and the terms and conditions thereof:
Between: M &. M Rentals Inc., an Oregon limited Liability Company, as lXI
an undMded seventy-slx percent (76%) Interest, as tenant In
common and R2M Properties Lie., an Oregon Umited liability
Company, as lXI an undMded twenty.four (24%) Interest, as
tenant In common
And: Chevron U.S.A. Inc., a Pennsylvania corporation
Recording Information: OCtober 09, 2003, Reception No. 2003-099140, Offldal Records
of Lane County, Oregon
13. Purchase OptIon and RIght of First Refusal and the terms and conditions thereof:
Between: Jacksons Food Stores, Inc., a Nevada corporation
And: Chevron U.S.A. Inc., a Pennsylvania corporation
Recording Information: November 06, 2006, Reception No. 2006-079922, Official
Records of lane County, Oregon
14. Deed of Trust and the terms and conditions thereof.
Grllntor/TrustOr: Jacksons Food Stores, Inc.
. GJ:llntee/Ileneflciary: U.S. Bank National Association
Trustee: U.S. Bank Trust Company, National Association
Amount: $1,987,500,00
Recorded: November 13, 2009
Recording Information: 200!Hl63199
15. Financing statement, indicating a Security Agreement
DeblDr: Jacksons Food SlXlreS, Ine.
Secured party: U.s. Bank National Associlltlon
Recorded: November 30, 2009
Recording Information: 2009-063200
16. Unrecorded leases or periodic tenancies, If any.
17. Any conveyance or encumbrance by Jacksons Food Stores, Inc., a Nevada Corpomlon, should be
executed pursuant lXI a proper resoiutlon of the shareholders voted on at a duly called meeting of
the shareholders in acmrdance with the By-Laws or other authority of the COIpOriItlon.
Fbt Ametfam TT1ItI
PRE-SUBMITTAL REC'D
MAY 1 7 2010
.
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PrdImInIIy Report
Order No.: 7091-11l704f7
Page4d6
certified copies of the resoluUon authorizing the conwyance and encumbram:es and of the
minutes of the meeting of the shareholders and copies of the By-Laws or other authority for such
colMlyance or encumbrance should be furnished for examlnatlon.
The resolution should specify the officers authorized to sign on behalf of the corporatiOn.
- END OF EXCEPTlONS -
NOTE: This Preliminary 11tle Report does not Include a search for Financing Statements med In the OffIce
of the Seaetary of State, or In a county other than the county wherein the premises are sltuated, and no
IlabDlty Is assumed If a Financing Statement Is flied In the Office of the County Oerk covering Rxtures on
the premises wherein the lands are clesalbed other than by metes and bounds or under the rec:tangular
survey syslem or by recorded lot and block.
NOTE: We flnd no Judgments against the vestee herein, unless shown liS II numbered exceptlon above.
NOTE: Taxes for the year 2009-2010 PAID IN RJLL
Tax Amount: $13,103.75
Map No.: 17-<l3-22-2lKlO901
Property ID: 1412269
Tax Code No.: 01900
NOTE: Taxes for the year 2009-2010 PAID IN FULL
Tax Amount: $B1B.74
Map No.: 17.03-22-20-00901
Property 10: ~O
Tax Code No.: 01900
NOTE: Aa:xmling to the public record, the following deed(s) affecting the property herein described have
been recorded within .Zi. months of the effedM! dale of this report: Statutory warranty Deed recorded
October 30, 2009 as Instrument No. 2009-061121 from M III M Rentals LLC, an Oregon" UmllBd Uabl!ity
Company, as to an undivided seventy-slx percent (76%) interest and R2M Properties LlC, an Oregon
LImited LlBbIIIty Company, liS to IIn undlvlded twenty-four percent (24%) Interest.
Situs Address as dlsdosed on llIne County Tax Roll:
337S Gateway Street, SprIngfield, OR 974n
THANK YOU FOR CHOOSING FIRST AMERICAN TITLE!
WE KNOW YOU HAVE A CHOICEI
oc: JaCksons Food Stores, Inc
oc: Jeff Jackson
FfrIt_ TIIfe
PRE-SUBMITTAL REC'O
MAY 1 7 2010
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PreIImInlry Report
Order No.: 70&&-15_7
Page 5 of 6
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First American Title Insurance Company of Oregon
SCHEDULE OF EXa.uSIONS FROM CXlVERAGE
ALTA LOAN POUCY (06/17/06)
__ _...___ tbe_aflhll polley. andtbeO>mpanywm not...IosS"'_ ""'" _..... '"
~thatartsebvruson~
1. (a) ""t.....onliMnao........"'-'n!glIIolion~Il1ose_.._IIld_reoll1cIlna.__'"
-.. .
(Qtbe"""'ll'"C'f._",_"1llo1..ond:
(i) 1tJe!c:h8rader1 dmensfons.. or IoaIlIon d8l'l'fIb.......~uCl(eredZd 00 the Lanr:t
(Ol)tbe..--..Iond;or
(iY)_"-:
or the effect r# anv Vklt8don of these Ia-.., on:InanI::eS, or governmental regulations. TNs EldusIon l(a) does nut mcJCflfv or nmD: lite c:ovmge
_ under ClMnod Risk S.
(b) ""t_............ __1(b)due5notRlOlllyo<_tbe__underOMln<l"""
2. JUghts or eminent domai'I. ThIs &eluSion dOeS not modify Of Imlt the cowerage provided lnIer 0Neted RI5t 1 or &
3. Defeas..1er1!Iw ~brances. adverse: daIms. cw ottw I'I'l8Um
(a) <2l!BllId, _ assumed, ar _.. ilI'''''ln5UIl!d Oa>nanl;
(b) not Known..",. Company. nol""",*,,""" PubIc_._of>*\,. bu1Knawo ..1llo1_ ClllImlm1end not_"wrilhlg"
tbeCanpany ilI'ti1e _ ClaOnant_.. ",._theInsunld llainllnt became an _under IhlI poI!I:r.
(e) resUtitVIn..lossor_..tbe_~
(d) attadlOlllO< aeaI!d __.. _ of_ _.lhlIdlles notmacllly ..lImRlI1e _ pravlded.-. 0M:n:d Rlsk 11,1J, "'14);
or
(e) resomra.."""..._Il>al"""",,not hiMlbeon_ fllleInswod """-hod""''''''''''''' Inswod_
4. '-'_,r.....lbll""..tholenalti1e1n5Ull!d _becauseofllle_or_ ct.nl.........<ZIT1jlIy_ ~~-.."'"
...........'-~-
s. JnvalldIr.. _""ability In _.. In paltofll1e lien ..u.._ _ _a.....cu"tbe _ -.- ill' u......... ""'-
and Is based upon USUJY Dr any amsumer aedil protection or ~ laW.
.. ""tdam.ilI'.......aftbe_.._.._.__.........._rigI1Is__the.._aeatIn!ltlleUellcttbe
__Is
(a) ..fraudutent~orfnltJdUlenttran5fer,Ot
(b) a _Ia,.....................not&laledInOM:n:dIlJ5kI3(b)..lhlIpa!<y.
7. ""t....anIllo11ll....""'............. ......_ilI'___ond..-or__\lOlOof_lIld...
.....ct_..u..__IntbePublc_ ___notrnadi'yor_tlIe__undBrOM:n:d....l1(b~
ALTA OWNER'S POUCY (06/17/06)
111. _........... _ __ 110m the _ oflhll_..nd Illo __ wi! notPlJ!'lass or _...... _.......
_1I1aI_1ll'......ct:
L (0) ""t1aw.a__...___(W1udJng__..bIlIIdlllgand_)___lIOlII.or
..........
(I) thai OIX1Ipanty, ~ or cnjoymert r# tile \..and;
(U) the dlaRtIer, cImenSiOtIS, or location d q .III"Un;",1ent enxtm on the Ln;
(UIl tbe_"IlInd;CIr
(1\1)__
..tlIe_ot"",_ctll1ea__or_..._...~ __I(a)dIlBSnotmadl'\'.._Illo_1lIB"ldod
under Cownd RIsk S.
(b) ""t_............ _ _1(0) _not RlOlIIyar_tbe ..-. pnlOided under 0M:n:d -..
2. _ct__ __..,.. not_ar_tbe_ pnlOidedunder ea.e.ed_7..a.
3. _.....BllClOlll>ranCe__..--
(a) _ _ _. or.....,d..1ll' dal....... """""'"
(bl not_.. dal""-'Y. not noanIed.. tbe """'" _ It _ ..1'OIky.... ......n .. dallllSUlBd ClaImant IIld not - In wrIlng"
the Qrnpany by ttIe InstRd Calmant prtor to the dale the Insured ClaImart became: !In Insun!d under tills pallty;
(e) Il!5lIllB1gln..lassor_"u.o_~
(d) illtild1IngaraoalBd _.. Dole ot__.Ihls_ notmacIIY or IImItthe_ _ undBrCamod RIsb 9 end lOll or
(e) _..""".._lhBt_not_beon_fu.e.......~had..............Illo-.
4. "'!_Ill'_ctlllo.....-."'__......~..._____dal__..._..
...... In sd\eauIe A, Is
(a) iI f'raudtdIlnl canveranm 01" fraudutent transf'uI; or
(b) iJ ~dCl'htli:iltrilnsferfwilnyrwson not~ In 0Mqd Rlslc.9ofthls poky.
S. "'!...andal_ror....__or ,,,,,"_ilI'.........__OIldaoalBdor__""""l'lII<ylBlllu.e
dab! 01 remrd!ng fA the deed or other lnsInInent of transfer to tile PublIc: Records thIt wst31ti11S1 shown In SChedu1e A.
SCHEDULE OF srANDARD EXCEPTIONS
I. TlIXI!Sor ,,,,,llt5w!1d1llre:notshawn_existingl!ensbytherecordSofanvtaxlnlliJUlhodtyttlallev1estlDc:e5or ....aonrealpropertyar
br Ihe: pubUc: records; ~ br a public egenqrwhicb may resut In liJICeS or .ads. or notklIls of suUa1"'" .. '!II"- wtlelhet or not SIJDwn
....._of__...lll'tbe_........
2. Fads, o1gIds, _or__...nat_ilI'tbe __...._""""be..-Ill'.._ofu.e"""...Ill'_
.......ct...................._.
3. ~ or diJIms of easement.. not shown by the pubIi:t records: resel"IlILu or eapttons In ~ or In Acts ~ the lsl5u8nce lhend;
Willer rIDtds.. dims or title to.....
4. Artv enaoactmenI: (of edstkV ....,.uOJa.lCIlb b:aI:!d em UtlIIiUbjed: land cntD acQolnIn!Ilind or of existing IqJrovements
_.._.Iand.....tbe5Ubjel:tlond).onaanbranao.__orodverso__u.e....
...._.._Ill'..._and___ctu.e5Ubjel:t_
5. ArrvDm"'QrrighttDllllen,furservia!s.I2Ibor,mi!llBial,elJ.llpml!nt:nmlillorVlfOl'ters'-UI.......~.~QJ~
__ilI'lawondnot_,,""__
KOre ASPECDIQI mPY OFlHE POllCY faUoI! (OR FORMS) WIl1 BE AJRIOSHB) UPON RfQUESI' n 149.... 7-u.G1
RntIlmt!dt:ianTllftJ
PRE.SUBMIITAl REC'O
MAY 1 7 2010
.
PreInInart Report
Exhibit DAft
.
0rd2r Ho.: 7091-l57O497
PlIge6of6
Real property In the County of Lane, State of Oregon, descrtbecl as follows:
LOT 5, SYCAN COMMERCAL PARK, AS PLATTEO AND RECORDED IN FILE 73, SUOE 614, lANE COUN1Y
OREGON PLAT RECORDS, IN lANE COUNTY, OREGON, AND RJRTHER DESCRIBED AS FOlLOWS:
BEGINNING AT A POINT ON THE EASTERLY RIGHT OF WAY OF GATEWAY STREET, SAID POINT BEING
SOUTH 000 04' 07" EAST 894.44 FEET AND NORTH ago 55' 53" EAST 495.70 FEET FROM THE
NORTHWEST CORNER OF THE WILLIAM STEVENS DONATION lAND OAIM NO. 46 IN TOWNSHIP 17
SOITfH, RANGE 3 WEST OF THE WILlAMmE MERIDIAN; THENCE SOUTH 000 04' 07" EAST 260.00
FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 000 04' 07" EAST 160.00 FEET; THENCE
NORTH 890 55' 53" EAST 242.00 FEET; THENCE NORTH 000 04' 07" WEST 180.00 FEETj THENCE
SOUTH ago 55' 53" WEST 222.00 FEET; THENCE SOITfH 44D 55' 53" WEST 28.28 FEET TO THE TRUE
POINT OF BEGINNING, All IN LANE COUNTY, OREGON.
NOTE: This legal desa1ptlon was <reared prior to January 1, 2008.
Tax Parcel Number: 1412269 and 5449820
FirstAmeririln TIIfe
PRE.SUBMITTAl REC'D
MAY 1 7 2010
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I
~ nus MAP IS PROYlDEl> - -
BY FUIST AS A COlIR'It!SV
COMPAN~TUlINSURANCli
LOCATING SAID TO ASSIST IN
COMI'ANY AS I'tlaIISES ANDnm
ITli ACCURAC~..J:? LIABILITY fOIl.
MAYB1lDlsa.oseD MA'l'!I!RSTHAT
. BY A SURVEY.
.
.
PRE.SUBMITTAL REC'D
MAY 1 7 2010
STATtlTORY WARRANTY DEED
GraDtor's Name allll Addren:
M '" M ReutaJa LLC.
aD O...a UmIled.1IabIIIty COIJlPllllY, as to 8D
uudlvlded -If-ak percent ('16%) IDtaat,
aad JUM PrepertI.. LLC, aa Ore&oa Umlled
UablUty CODlpIlDf, 81 to aa undl1'lded twenty-tDar
peneut (24%) Interest, aU 81 teaaDlHJHollllDOD
3015 SaJem Avenue SE
Albany,OR 97321
After .........ulll retara to:
Hawley TnwII EnaIs '" Hawley UP
11mothy W, 1)ree, Esq.
877 MaIn Street, 8aIIe 1000
P.O. Box 1617
'Bll....m 83701-1617
tllltU a elIallle III reqaesled, aH till "'_DI$
shaH be seot to:
. .lacIIsomI Food Stores, IDe.,
a Ntvalla corporalloB
3459 CoiDmereIaJ Court
Meiidla.. m 83642
Grautee's 1'1_ aad
Add...:
.I~ Food Stores,
lac.,
a Nllftda oorpuralloa
3450 Co_da1 Court
Merldlaa, m 83642
The true ..... adual
C8IIIfdenIIaD for tIIilI
_."aace Is
S 1.642.52.2.08
TuAccoaat
. laflll'lllllUolll
Map No.170322201ll901
CONVEYANCE
M 0\1; M ReataJs LLC, ... Oregon Jimitcd IiabiJity c:ompany, .. 10 ....aadiYided seventy-six petCenI
(76%), IIIIlI R2M Properties u.c, ... 0Rg0a Iimltccl liability company, .. 10... undivided ~
four pm:c:lll (24%) iIlIerest. aH as _m-............... OnlDIor, conveys lIlId WIlIl'IllIlIIo lacbcms
Food Sto=, bJc., a NCYRda c:orponUion, Onmtee, tho following de1Icribed rea1 pn>pen;y Iocatcd in
Lane County, Oregon, he of enl:IDDlmmcea ezcept .. apecifu:aHy...t forth bonin:
LOT 5, SYCAN COMMERCIAL PARK, AS PLATIllD AND RECORDED IN 1'ILIl73,
SLIDE 614, LANE COUNTY OREGON PLAT RECORDS, IN LANB COUNTY, OREGON,
AND FURTHER DBSCRlBBD AS FOLLOWS:
BBOINN1NG AT A POINT ON 1HB BASTERLY RIGHT OF WAY OF GATEWAY STREBT,
SAID POINT BIlING SOU'IH 00" 04'07" BAST 894.44 l'I!BT AND NOR'IH 89" 55' 53" BAST
495.70 l'I!BT fROM 11IB NOR'IHWBST CORNER OF 11IB WILLIAM STIlVllNS
pONAnON LAND CLAIM NO. 46 IN TOWNSHlP 17 SOUTH. RANGE 3 WEST OF 11IB
WlLLAMBTTB MERIDIAN; nmNCE SOU'IH 00" 04' 111" BAST 260.00 FIlET TO 11IB
TRUB POINT OF BEGlNNlNG; THENCE SOUlll 00" 04' 07" BAST 160.00 FBllT; THllNCB
Pase 1 StatuIoIy Wanaaty DeccI
3375 Gsteway Sf.. SprinaIield, OR
_0080.1_1
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PRE-SUBMITTAL REC'D
MAYl 7 2010
NORTH 811" 55'53" BAST 242.00 Jll!JlT; THBNCll NORTH 00" 04' or WEST 180.00 PBBT;
THIlNCB SOUTH 811" 55' 53" WBST 222.00 PBBT: nlBNCB SOUTH 440 55' 53" WBST
28.28 FEET TO THE TRUB POINT OF BBO!NNINO, ALL IN LANE COUNl'Y, ORBOON.
Subject to and e><ceptUls:
TIIXC81brtllll fiscal year 2009-2010, a Ii... due, bulDDl)'lltpayablc
I!as""",Dt 011 die ftlCOII!ed plillfpart\tIoa 88 fo1lilws: publlo ulillllel
Basement, iDeludiDg terms and provllioall'f"'lRn-I1haeio:
Rce<mllD8 . J1IIIfl 02, 1967. RecepliOll No. 86879, Official Recorcls of
lDfonnation: Lane Colmty..Otegon
In PlMlr of: Pacific Nol1hwart Ben Te1epbone Company
Por: UtIIlIies
Restrictive Covenant, including terms and provisions tben:ol
Recorded: . August 19. 1987, Reception No.87-36547, olIiCia1
Reeords of Lane CouDty, Oregon
Basemeut, iDeluding lmDs and provisiOllS.CODtained theraIn:
Rce<mllD8 . Oetober08, 1987. ReCeplion No. 87-44694, Official
1Dfonnation: Records of Lane CouDty, Oregon
In Pavor of DurwudL. Boylea
For: Non-exdusiveutility(IIK'O.b-.1t
Affects: Easlerly 7 filet
Cross tl.--t Aos<- amd lho tmins amd eondlIioDs tIIIln:of:
BotweeII: Sycan B Cmp
And: ChevroD U.s.A. Iw:.
Recmdiag Deeember 11, 1987, Recepllou No. 87-53789, OfJicial
Iofonnatiou: . Reeonla of Lane CouDty, Oregon .
7. Option to Pmchasc and Risld ofYI1'8l Re1IasaI, iDeluding terms and provisiOlll tbereof, as
reserved in tIIIl Deed .
From: ChevroD U.s.A., Iw:., a PemIsy1vaqja ~tion
To: M &: M ReDIaIs, u.c and R2M Properties. LLC
Recorded: 0e1Dber 09, 2003, Reception No. 2003-099139, Official
ReeonIa ofLaDc CoDDly, Oresou
B....-and_ Aos<-......amd tIIIl tennsamd""","tl<mslboreof: .
Between: M &: M ReDtalI Iw:~ an Oregon limited IiabiIiIy
............t. as 10 an undivided 8CVCIIly-<rix pIlRCIIl (76%)
iDIcnIot, aa _-;,...,.....-." and R2M PropertieI u.c,
an Oregon limited liability ~_7, as to aD undivided
twaJly-CoUr pen:caI (24%) iDIcnIot, aa _-ilK. ~'h"'"
ChevroD U.s.A. Inc., a P-.ylvania COIpomliou
October 09. 2003, Reception No. 2003-099140, Official
ReeonIa of Lam: Counly, Oregon
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8.
AutI:
ReconIing
Iufurmatioo;
Page 2. Statutory Wammly Deed
3375 Gateway St., SpriDgfidcI, OR
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PRE-SUBMITTAL RECIO
MAY 1 7 2010
THIS TRANSACTION IS NOT JNTIOO)ED TO CONSOLIDATE ANY Oil' THE
INDIVIDUALLY DESCRIBED PARCELS OR TAX LOTS roR LAND USE, TAX LOTS,
OR ANY OTHER PIlRl'OSE.
BBPoRE SIGNiNG OR ACCEPTING 'IHIS 1NST1UJMENT, 11IB PERSON TRANSFBRRJNG
FBI! TItul SHOULD INQUIRB AIIOtTI" 11IB PERSON'S RlGHI'S, IF ANY, UNDBR
ORS 195.300, 19S.301 AND 19S.305 TO 195.336 AND SBCl10NS5 TO 11, CBAPTBR424,
OREGON LAWS 2007. 'IHIS INSTRUMENT DOES NOT ALLOW USE OF 11m PROPERTY
DESCRIBED IN 'IHIS INSTRUMENT IN VIOLATION OF APPUCABLB LAND USE LAWS
AND iUlGULATIONS. BEFORE SIGNING OR ACCEPTING TIllS 1NS1lWMENT, 11m
PI!RSON ACQUIRING FBI! 'ITlUl TO 11m PROPERTY SHOULD CHl!CK wrm 11IB
APPROPRIATB aTY OR OOUNTY PLANNING DBPARTMBNT TO VERIFY 'l1JAT 11m
UNIT OF LAND BEING TRANSFBR.Rl!D 18 A LAWFULLY BSTABUSHED LOT OR
PARCBL AS DllPINllD IN ORB 92.GI0 OR 215.010, TO VERIFY 11m APPROVED USES OF
TIlE LOT OR PARCBL, TO DIlTIlRMINE ANY LIMITS ON LAWSUITS AGAINST
FARMING OR FOREST PRAcrICES AS DEFINED IN ORB 30.930, AND.;TO INQUIRB
ABOUf THE RIGHTS OF NEIGHBORING ~OPBRTY OWNBRS, IF ANY, UNDBR
ORB 195.300, 195.301 AND 195.30S TO 19S.336 AND SECOONS 5 TO II, CHAP11lR 424,
OREGON LAWS 2007.
Dated 1Ilia 2!l"ZOf t)d" ,2009.
M & M RenraIa u.c,
on Oregon Iimikd liability c.........my
fIIrIa l'nnuniqgg. on Co., an Oregon
By RSM rn..........n'" Inc., an
Cmpumtioa
Page 3 S_ry wamidy Deed
3375 08_, SL, 8prilIs1ie1d, OR
_.oaao.1_1
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lUM Properties u.c.
aD Oregon limiIed UabiIity ....u.......y
By RSM 1nves-1Dc:., aD
MEMBER .
STATEOFOREOON )
)...
Coullty aCLinn )
.
PRE.SUBMITTAL REC'O
MAY 1 7 2010
Date: 10 -29-t:) 9'
PersaDaI1y appeared Ricbud M. -Rid<" Mikesell, who, bcDIa duly ._ did say that he ia the
pnoslcItm ofRSM IDveatmmIs Inc., aD Oregan CCIIJI"IIlIi..... ~ala momber afM a: M Rentals LLC,
aD OIeptl HmiIN liability camjIany, and that said iDalrument was sigaai in bcI1sIf af said Iimiced
UabiIity CClIJ!P8IIY by 8lIIharity of its lue.dI..s; and he aclmowledged said iD8lrumeDt to be its
vaIunIlIIy lid and deed.. .
()ffIC1A1. SEAL
. SUSAN CCREE\..
NOTARY PIJIII,lC-(lIlE
COMMlSSION NO..al956
MYCOMMlSSIOll EXPUIlSJIJIIUl 2012
PlIlle 4 Slabdory W8IinDIy Deed
3375 Oalaway St., Sprinsflold, OR
_._'_1
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STATBOPOREGON )
)18.
CountyofLiDn )
.
PRE.SUBMITTAl REC'D
MAY 1 7 2010
Date: Il'i. 2 9-~ '7
Personally apJIClIIeII RichanI M. "Rict" MikcscIl, who, beiDg duly swom did say !bat be ill the
presidmlt of RSM In_ Inc., on Olcgon ""'JKll&tioa, solll ............. ofR2M Proporties u.c.
an Oregon Iimitcd liability ...........y, W1lhat said iustrument WIIS signed in bcbaJf of said limited
IisbiJity oompany by autburity of iIs memhen; IIld he acbtow1edaal1lllid h..l>.......ut to be iIs
vohmJary actlIld deed.. .
(, - '2 /. :U;.I z.....-
Page S Slalntory WIII'I'8Dly Deed
3375 Gateway St., SpriDafieId, OR
. SUSAN CCREEL
NOTARY PlIIIlJC-OREGOl
COMl.I8SIOH NO. Gl954
1IYl""A"'lSIOIIEXPIIIESJUNE21 2012
,,'
__.1_2.1
05/17/10 MON 10:18 FAX 5417263689
CITY OF SPRINGFIELD
f4J001
*********************
*** TX REPORT ***
*********************
.
TRANSMISSION OK
TX/RX NO
CONNECTION TEL
CONNI,ICTION ID
ST. TIME
USAGE T
PGS. SENT
RESULT
1893
915417365181
05/17 10:18
00'48
1
OK
City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
541-725-3753 Phone
541-726-3689 Fax
PRE.SUBMITTAL REC'D
MAY 1 7 2010
Pre~Submittal Meeting
Case Number Assigned: PRE2010-00006 "
'. j"l"
Date Submitted:
5/17/2010
Proiect Name:
JACKSONS CONY STORE 3375 GATEW
Pro.ject Description:
Pre-Submittal Meeting - Site Plan Review for new 3500 square foot convenience
store associated wilth existing service station
Application Type:
Site Plan Review
Job Address:
3375 GATEWAX~T'~':~_
. ":
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Assessor's & Tax Lot #:
1703222000901
,~_~II~ITi~IFlfl~ll :.11:11'.;=-.. 0 d"",_ I"" .r, ' ,..
, .i'\1eetlu-g-Room . .._-" ,~~~/~16 "','~'C':.' ", '~"_,"':~"""" .'... .....::..,.....:.....~_:,.....-.:-...:._:.::...::...:....:..:..........:-~.~,:.::~.c....,_...::.:':...,-,~..:,..'....:..:.:..'.
....::.:....~..:.....,....~..~....-:~.'.:..:-..;.-.o'"...=:-:~...~:-:....-,:_~....-.-..__:.::.:~".'..........:............._.......::.:.;.-:...~...~.....~.:..~.,:_-.:.',-:...,.....::.:,.-......~'..
_.................,-.....-...:.;.:..~~,.-~.~~.;,..~:."..:,.:.::,::.~..._.:'....._-......:...,..."...::::_:...:.._.....:_.....:...:,..~:~.~'..:..._,.~....:'.,....:._.._.'._.::..~....:..;:_......,..:.
.......,.._._.:....-..........~.~~..~..:..-.::.c.:._:.'....;'..::.:.~..:.........,.............!;:I.;................'..:.'.-.~.~:...-,-::-._..:_:_.~...-:...~....:.._..,.._.:...:_._.:.......:i;,.i...
..:.....[~~lj~
~it~fliI1r,I-11.:.;i~to~il.;~~".,il;-11,~i;: :)i~;t.;';f~k:~~~'~:- '~< ~",.-~ -~-~,;.:~El;.~~;:,
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STORMWATERMANAGEMENT
PLAN AND DRAINAGE STUDY
-FOR
A Convenience Store for Jackson Foods, Inc.
3375 Gateway Street
Springfield, OR
May 6, 2010
Preoared For:
Ronald E. Thienes
po Box 25
Walterville, Oregon
Pre oared Bv:
@ Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
Phone (541) 746-0637
Fax (541) 746-0389
Project No. 10-063
PRE-SUBMITTAL REC'D
MAY 1 7 2010
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STORMWATERMANAGEMENT
PLAN AND DRAINAGE STUDY
FOR
A Convenience Store for Jackson Foods, Inc.
3375 Gateway street
Springfield, OR
May 6, 2010
Prepared For:
Ronald E. Thienes
po Box 25
Walterville, Oregon
Prepared Bv:
~ Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
Phone (541) 746-0637
Fax (541) 746-0389
Project No. 10-063
PRE.SUBMITTAl REC'O
MAY 1 7 20lQ
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PUBLIC WORKS DEPARTMENT / Engineering Division
Fax: (54]) 736-]02]
STORMW A TER MANAGEMENT SYSTEM SCOPE OF WORK
,~- .~ '. .,n' --:-"'r,:~:!':.~-:;:; i....." -'-:, '-. ~..-; <-. ,". ,-', . '. . -:.
. "_" ..-.\....;_~:'(w~~q]ji{~iJ}V f/iis,iin</ilZed out-by Applicaizt) ~ '_ ___.
(please rdurn toM~ttSMud"r@ cig; (,fSp~iriifield Public Wo~ks Engineering; Fax; # 736-1021, Phone # 736-1035:)
Project Name: A C<>NY'-"'liL,.,C.": S-rn."'-'l: Applicant: E:1<A_<H IN QI~ <._
Assessors Parcel #: /?-C/:!-Z't.-Zt:> "T<- 90>{ Date: <I 8//6
LandUse(s): Co""",,"""-<-'P.L Phone#: v,_ "6 <7
Project Size (Acres): ,[lPP/zcJJ<. /!:;oc>o S:P Fax#: Y/-7""-() fj'l
;~~~:~~~~~~.~::"!:M"4'~t"~~~t1~lJ~F\l':t.-~7-~'~\W6:~t'f{~~~~~;~?;'}~-"i';~'''''.f-9_~;ff!;~,;;,~et'~F-~'l~~~~~~~~\';;'.'~~~~~~_b'' A1
Project Description (Include a copy of Assessor's map):
Cc>r'S-M<.V~T oJ':""" ee...v.....,,(....cJL s-m\Z<C A...'" ADC'"""......"'L "'AiLl<'''''- ..... vA,<-!>,..-r- L".....O
a..., T"'~ i:A<..,,- ..\~ ",,, .....e S'R.
'"-,
Drainage Proposal (public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary:
SI-\:ED N&....... Pf'>"p~ Lo"<" 00.> ....0"'..;-\ "c<: e>"f s'-,,€"f"T"u """"N bA~t>I::,J.
5\-\eO N~!,.o"J pA1t-6ClNC. 1.6-r l'..... klE:"~"'(" <:;4DC a~ s;~,g..C" TO F....~...-r~"...c. c.A--rcJ-l ~AS~""~"
gi'?LAc...i: cA"~r>r ~'''''5
....c. ~-'-"!l~"it ",,} P'LT('iZ5
Proposed Storm water Best Management Practices:
S E.!; E>........&>.;:IO: 'n-Cf'G>A.... A-ErO vot:
;;';':::>\t-,~;; ::'~:>,;:}-:':,{A:"~~-:biiri~Ail'~J:it~~;'fi,il~i~';t:_b_~..t~e' ditvandRelurned to ,the A.TJ~li0,~nii . .'; ,:' _ ":' "', . " . >,
. .. .' . "')(Ji.lfI';;;tiii.;r!iJif"d/{bPi~.'~l/er;-kidbY.t71.Citj/qli !%?iOnl and back of Ihissh?et "Slid/! be SllhlJ'i{ied ,'.
".: /.:-r\lo~;:4n)iJj}?n~9P~ij,~t/"b.e ~~WRJ?tefqr:1Su'b'i~~-~it.r:aY~ou,f,hq!.her reqt{ir.eTe1Jts-'n}qy.he~'n~d.~#9ryl-.'-
DSPM Section 4.03.2: ote UH ma be substituted for Rational Method
.,.
Small Site Study - (use Rational Method for calculations)
o Mid-Level Development Study - (use Unit Hydrograph Method for calculations)
o Full Drainage Development Study - (u;e Unit Hydrogrnph Method for calculations)
Environmental Considerations:
/
[tJ Wellhead Zone: -5 Yx:/if
o WetlandlRiparian: I N~
[0' Soil Type: '/0
DowDstream Analysis:
g' N/ A
0\ Flow line for starting water surface elevation:
o . Design HGL to use for starting water surface elevation:
o Manhole/Junction to take analysis to:
N /,1-
, #1
,
[2' Hillside Development:
.0 Floodway/Floodplain:
o Other Jurisdictions:
Retnrn to Matt Stouder . Ci
field, email: mstouder
feld.or.us FAX: 541 736-1021
Revised 11/19/09
PRE.SUBMITTAl REC'O
MAY 1 7 2010 9 of 10
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STORMWATERMANAGEMENT PLAN
A CONVENIENCE STORE FOR JACKSON FOODS, INC. '
PROJECT DESCRIPTION
Introduction
This evaluation was prepared to sununarize the drainage system proposed for the Jackson Foods,
Inc. Convenience Store project. This storm drainage evaluation will determine the type and size
of water quality treatment devices that are acceptable to the City of Springfield. The project is
located at 3375 Gateway Street in Springfield, Oregon which is situated in the northwest quarter
'of Section 22, Township 17 South, Range 3 West of the Willamette meridian.
Existing Conditions
The existing impervious area for the site consists of a service station/parking lot, and the
pervious area for the site consists of a grassy field and landscaping. Runoff from the impervious
area flows to the north to the municipal drainage system along Kruse Way (See Appendix A for
Site Plan and Existing Drainage Basin Map).
According to the Soils Survey of Lane County, Oregon, by the Natural Resource Conservation
Service, the soil at the site is Malabon-Urban Land Complex (76) and is hydrologic soil group
C/D. An infiltration test was conducted at the site on 4/30/2010 by Branch Engineering. The
test consisted of three falling head tests, the measured average infiltration rate was 13
inches/hour (See Appendix B for Infiltration Test Report).
Proposed Development
The proposed development is to demolish the existing convenience store building and restrooms,
and to construct a new Jackson Foods convenience store. The development will also add
additional parking on the north side of the property. Proposed water quality treatment and
stormwater destination for the new impervious area, drainage basin "A", is a rain garden.
Dimensions for the proposed rain garden are approximately 75 feet in length, 16 feet wide, 3:1
side slopes, and 1.75 feet deep. Basin "A" is 12,390 square feet, which consists of landscaped
areas to the east and south of the new building; however, this analysis will treat the entire
development area as impervious surface.
City of Springfield regulations state the 25-year storm event (4.8 in/24hr) must be used for
destination requirements. Runoff from the basin "A" during the 25-year design storm was
calculated to be 0.32 cfs.
A safety factor of 2 was applied to the design infiltration rate by reducing the measured
infiltration rate of 13 to 6.5 inches/hour. During the 25-year storm event, the depth of water in
the infiltration basin is 1.05 feet. Appendix D contains storm runoff and infiltration basin
calculations. The proposed runoff will receive water quality treatment by percolating through
the rain garden topsoil layer. Percolation process will remove pollutants through adsorption,
filtration, sedimentation and biodegradation.
I~\ Branch Engineering, Inc.
~
PRE-SUBMITTAL REC'O
MAY 1 7 2010
PAGE 1 OF 1
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APPENDIX
A
. EXISTING CONDITIONS MAP
AND WEB SOIL SURVEY
PRE.SUBMIITAL REC'O
MAY 1 7 2010
-------------------
rt:p
A CONVENIENCE STORE FOR JACKSON FOODS, INC. ""t:J
Existing Conditions Map ;:::c:JI
rn
3375 GATEWAY ST. @Branch Engineering, Inc. os: en
~ c::
ICC'
SPRINGFIELD, OREGON :5:
..... ~
DATE: MAY b, 2010 IIoodqoutm IloIem om.o ~
:uo M.b. street 14-7 CommorW.I St. Nl,
SpriDlfi.ld,Oref1lDg'1477 Suite 10 I'> .--
SCALE: 1:20 PROJ. NO. 10-063 (541)7~-oG:I7 Salem, OrepD ~I = :::c
-
(W3)'m-2577 = rn
DRAWN RW CHK'D MLB '""' .BrllllchEnrineertna.com ("')
CMl. Structure. . TrulpOl'tation . Geoteehniclll . SnnerinI d
PAGE OF
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4405' 1"
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4404'51"
Fl.,"..
la
(l.....
iJ
Soil Map-Lane County Area, Oregon
(A Convenience Store)
4405'1"
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44"4'51"
496650
496680
496710
496740
496no
496800
496830
496860
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PRE.SUBMllTAl REC'D
MAY 1 7 2010
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MapScale: 1:1,500 if printed onA size (8B'x 11") sheet
Meters
010204060
N
A
200
Feet
300
o
50
100
USDA Natural Resources
~ ~I Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/6/2010
Page 1 of 3
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Soil Map-Lane County Area, Oregon
(A Convenience Store)
MAP LEGEND
Area of Interest (AOI)
Area of Interest (ADI)
Salls
Soil Map Units
Special Point Features
~J Blowout
181 Borrow prt
* Clay Spot
. ,Closed Depression
X Gravel Pit
.. Gravelly Spot
@ Landfill
,"- lava Flow
J. Marsh or swamp
lI: Mine or Quarry
@ Miscellaneous Water
@ Perennial Water
v Rock Outcrop
~ + Saline Spot
IT'I Sandy Spol
.
~ en Severely Eroded Spot
)> c:=: -
-< 0:> Sinkhole
s: <>
-
-:t j;! ~) Slide or Slip
'" r- '" Sadie Spot
= :::0
= IT'I - Spoil Area
n <l Stony Spot
d
USDA
"">>=
Natural Resources
Conservation Service
QJ
t
Very Stony Spot
Wet Spot
.. Other
Special Line Features
'~;," Gully
Short Steep Slope"
~'.. Other
Political Features
o Cities
Water Features
~ Oceans
Streams and Canals
Transportation
+++ Rails
.......
Interstate Highways
US Routes
or""'.....
Major Roads
<< Local Roads
Web Soil Survey
National Cooperative Soil Survey
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MAP INFORMATION
Map Scale: 1:1,500 if printed on A size (8.5" x 11") sheet.
The soil surveys that comprise your AOI were mapped at 1 :20,000.
Please rely on the bar scale on each map sheet for accurate map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov
Coordinate System: UTM Zone 10N NAD83
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Soil Survey Area:
Survey Area Data:
Lane County Area, Oregon
Version 8, Feb 9, 2010
Date(s) aerial images were photographed: 7f18/2005
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
5/6/2010
Page 2 of 3
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Soil Map--lane County Area, Oregon
A Convenience Store
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Map Unit Legend
" 'MapUniISyhl'llp('
76
Totals for Area of Interest
Lane County Area, Oregon ~9~6~7)
"iMapUnit Name' . -~/;Acr~s'-in AOI
Malabon-Urban land complex
'.. -
0.4
0,4
." ".,,> ," "fA' 01 \-~>l';';";'..>;
;,~ ,percent'o . _",:"y~:;,:i:;-:;:
100.0%
100.0%
PRE-SUBMITTAL REC'O
MAY 1 7 2010
5/6/2010
Page 3 of 3
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USDA
~--=
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
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Water Features-Lane County Area, Oregon
A Convenience Store
Report-Water Features
'-,-,,'
....::".::.
:;~~'_~~~r-F~?~~,~~S:'t~~'~:~_iC~_~.~~~~i~~I:P'~~~?:r,;~~~~gtmt~~k:~;j~(;~1i~fiQ~~~{~~:;!g.;'~~~~;}~~'t;;~~:~-~,_;~.ilf;~-:";T:' .,
- -,.~.,
~.. ' .
:{;f,..M..'.:~.~~~...'~.r...:.'~.".'~,~.r.:'.,'u~';_p:-p'-e'::r~ll~.'[-:m'.!,'i..tt;t.~..~.rt~~~!~_.:.,:.{;~~~~:~'.
. ;., . ; _ _" Lo:~1i'rlfufit'"
"e"
Map unit symbol and soil . {Hy'iir~jgg'i~~'
. . -:'nam-e '- .', i;~~;;,:'g-ro~-pf"""
Ft
'.. ,; '.: ;~~;;::: :;;;;;';<;;'1[ '~:F :~.: i?:" ~N l{\,; :,?;!?:.;'~)#
";Sunace:,',';.-t ~<>Duratlon,;:.J..
'; ': :de~t~':fl~:r~ ,~.;:~~~;':!:~~~{~t~;~~~
Ft
~5!'&J~~t'{~~'1;;~, ""F'~e~LI~.ri;;~ti;
"
."', .-'
., ~- '"
"
Ft
76-Malabon-Urban land
complex
Malabon
Urban land
C
D',"
Jan-Dec
Jan-Dec"':"./ .
None
,').
.-:'.,.,_.-...""-_:,~,..:;:",~,,.
Data Source Information
Soil Survey Area:
Survey Area Data:
Lane County Area, Oregon
Version 8, Feb 9, 2010
-0
All
M"'I
.
:<: ~
?< c:::
CJ:lI
.- s::
-t ~
'"
= A:lI
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("')
d
USDA
~~
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/6/2010
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Physical Soil Properties-Lane County Area, Oregon
A Convenience Stofe
Report-Physical Soil Properties
Map symool Depth
and soli name
Sand
Silt
Clay
Moist" Saturated Availa6-le
.bulk hydraulic water
density conductivity capacity ,Kw'
. - ,."',-" ::..,:;.
glee micro m/sec In/In Pet Pet
~.~.-
.... "
. . ..
Physidi'l Soil Propertie's- Lane ,County Area;:Oregon:'
. Wind.
,.~-rodibmtY .
";-<group'
',Wirid .'
erodibilitf"
inde'x
In
Pet
Pel
Pet
76-Malabon-
Urban land
complex
Malabon 0-12
12-42
42-60
-- -.---.-.---... -~-. ---~-_._,._._-
-20- -49- 27-31- 35 1.20-1.40 4.00-14.00 0.18-0.20 3.0-5.9 4.0-6.0 .24 .24 5 7 38
--'-~--'-- '___",,'.._..u
- 8- -51- 35-41- 45 1.20-1.40 1.40-4.00 0.18-0.20 3.0-5.9 0.5-4.0 .28 .28
.- ------ ----.-------
-35- -38- 20-28- 35 1.20-1.40 4.00-14.00 0.18-0.20 3.0-5.9 0.0-0.5 .32 .32
- -- 0
Urb:ani~-nij'"
Data Source Information
Soil Survey Area:
Survey Area Data:
Lane County Area, Oregon
Version 8, Feb 9, 2010
"'0
:::0
~
.
:;: Con
~ c:=
o:lf
.... S
~ ~
I'-> r-
= :::0
= ~
("")
0
USDA
~....--=
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/6/2010
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Engineering Properties-Lane County Area, Oregon
A Convenience Store
Report-Engineering Properties
Absence of an entry indicates that the data were not estimated. The asterisk '*' denotes the representative texture; other
possible textures follow the dash.
". .' ,~
.... ..,c.'....
~ ,..._'~ /"; -',;:
>10':" "3.10 .
'inche~'-' ~-::inches .
,,' ./..,.
>l'"
Map u'niisyri1ti~i an'd ~6W Fpe:~{ti'~;!; 0:::.;:( ;':u~'Dl)(textGh?<('''~:''
. name . '.. :. . '- '-' . ,',., ' . ,..... ","_"';;.'
" : :,'Unifie~'. AA~i"{r6
/n
Pet
Pet
Pet
76-Malabon-Urban land
complex
Malabon
0-12
12-42
42-60
'Silty clay, Silty clay loam CL
A-7
o
o
o
95-10090-100
85-100
80-95
45-50
20-25
*Silty clay loam
ML
A-6
o
o
95-100
90-100 80-100
75-95
35-40
10-15
*Clay loam, Loam
ML
A-4, A-6 0
95-100
85-100
70-100 60-80
30-40
5-15
Urban" land
.," ."_".'.._.:.,_..cc....._,.. ...._,..._..,-',."~._._" .._...._....".....'"......_.__ ;_,__,_,...~,."......_,.".....
Data Source Information
Soil Survey Area:
Survey Area Data:
Lane County Area, Oregon
Version 8, Feb 9, 2010
-c
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~~
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/6/2010
Page 3 013
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APPENDIX
B
INFILTRATION TESTING REPORT
PRE.SUBMIlTAL REC'D
MAY 1 7 2010
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Branch Engineering. Inc.
Corporate Headquarters
(541) 746-0637
310 5th Street
Springfield, OR 97477
Salem Engineering Office
(503) 779-2577
147 Commercial Street NE, Suite 10
Salem, OR 97301
Principals
M. Lane Branch, PE
Damien Gilbert, PE
Renee D. Clough, PE, PLS
Rene" Fabricant, PE, SE
Ronald J. Derrick, PE, GE
www.BranchEngineering.com
May 4, 2010
Ronald E. Thienes
PO Box 25
Walterville, Oregon 97489
RE: . INFILTRATION TEST RESULTS
3375 GATEWAY STREET
WAL TERVILLE, OREGON
BRANCH ENGINEERING PROJECT No.10 063
PRE.SUBMITTAL RECIO
MAY 1 7 2010
Introduction
Branch Engineering, Inc (BEl) has performed on-site testing for the purpose of assessing the
rate of storm water infiltration of the near surface soil. The testing location was in the southeast
section of the property at 3375 Gateway Street in Springfiled, Oregon. There was no indication
of ponding or excessively wet surface conditions in the vacant lot.
Site Exploration
The scope of the field work consisted of advancing one (3) exploratory hand-auger boring on
April 29, 2010 to a depth of 30 to 36-inches below surface grade, and presaturating the boring
with one to two gallons of water. A plastic standpipe was inserted in the boring and the
infiltration test was conducted on April 30, 2010; boring HA-2 was subsequently deepened an
additional 2-feet. Infiltration testing was conducted in accordance with the 2008 City of Eugene
Stormwater Management Manual for the falling head test method described in Section 2.4.2.
The soil stratigraphy in the test boring was visually classified in accordance with the American
Society of Testing and Materials (ASTM) Method 0-2488 and the upper 18 to 24-inches is
described as a dark brown, soft silty clay gravelly fill/topsoil. The fill material has a low
permeability but is underlain by native brown, silty clay/clayey silt to the maximum depth
explored.
Site Information Resources
The following site investigation activities were performed and literature resources were reviewed
for pertinent site information:
. Review of the United States Department of the Interior Geological Survey (USGS) on-
line Quadrangle Map, 7/1/1973.
. Review of the United States Department of the Interior Geological Survey (USGS) on-
line aerial photograph, 7/24/2000.
CIVIL
STRUCTURES
TRANSPORTATION
GEOTECHNICAL
SURVEYING
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3375 Gateway Street
Springfield, Oregon
. Three exploratory hand-auger boring were advanced in the northeast portion of the site.
. 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
. Review of Oregon Department of Water Resources Well Logs, see Appendix A.
Subsurface Soils and GeoloQV
The near surface soils within the project area consist of Pleistocene age unconsolidated to
semi-consolidated fluvial sedimentary terrace deposits of clay, silt, sands and gravels. The
NRCS Web Soil Survey maps the site within Malabon-Urban land complex, which is described
as a well drained, silty and clayey alluvial terrace deposit. .
Nearby well logs from indicate silts, sand, gravel, and cobbles to a depth of 40 feet below
ground surface. Observations after and during heavy rain event indicate that the site is well
drained.
Groundwater
Ground water was not encountered in the site boring at the maximum exploration depth of 6-feet
below ground surface. Well logs indicate a high' water level of 8 feet below ground surface in
November of 2005 and a low of 17 feet in August 2009. The ground water level at the site is
expected to be influenced by the McKenzie River level approximately %-mile to the east.
Infiltration TestinQ
Based on our field-testing, the rate of fall in the water test column is .22 inches/minute (13
inches/hour). The rate of infiltration is expected to increase with depth as sand and gravel is
expected to be present about 10-feet below ground surface. The analysis and infiltration test
results are presented below.
The rate of infiltration for a soil of given permeability is primarily dependent upon two factors, the
area over which infiltration occurs and the pressure head. Using the following vadose zone
equations, an estimated vertical hydraulic conductivity and rate of infiltration is presented in
Table 1. A factor of safety has not been applied to the calculated hydraulic conductivities.
V;= Ki
where:
V; is the rate of fall in the water height
K is the hydraulic conductivity
i = Hw + L, - her
L,
i is the head loss
L, is the depth of the wetting front
Hw is median water height
Branch Engineering, Inc.
Page 2 of 4 PRE.SUBMITTAL REC'D
MAY 1 7 2010
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3375 Gateway Street
Springfield, Oregon
L, = Vwt
A X f
Vwt is the total volume of water infiltrated
f is the fiIIable porosity (assumed to be 35%)
he, is the critical pressure head of soil for sidewall
wetting (assumed to be 0 inches)
q= KiA
q is the average rate of water infiltration
(volume/time)
A is the infiltration area
(Bouwer, 1978)
The soil material is assumed to be laterally homogeneous and sidewall infiltration is negligible
as a 48-inch tall plastic standpipe was used for containment of the water infiltrated.
Summary of Field Infiltration Test Results
The final field test result is summarized below.
Table 1:
INFilTRATION TEST RESULTS
Test Test Depth .Drop in Calculated Rate of
Location (inches BGS) Water Height Vertical Hydraulic Infiltration
(in/min) Conductivity (ftlhr) (gallhrlsf)
HA-1 36 0.01 0.01 0.2
HA-2 36 0.83 372 29.8
HA-3 30 0.22 0.83 8.2
Conclusion
Based on our field testing, BEl concludes that infiltration of on-site generated storm water is
feasible. An infiltration facility shall not be founded in the fill on-site; we recommend that
infiltration occur in the native soil strata located at a depth of approximately 24 to 30-inches
below surface grade.
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 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 13flllleS~Blilanbi.ld~'Df time
Branch Engineering, Inc. rKt- u VIII I/'\L l\i:.\i
Page 3 of4
MAY 1 7 2010
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3375 Gateway Street
Springfield, Oregon
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: This report is not intended to address any environmental impacts that may be associated
with the on-site disposal of storm water.
Sincerely,
Branch Engineering, Inc.
~~
Michael Lane Branch, PE
Principal Engineer
Branch Engineering, Inc.
Page 4 of4
PRE.SUBMIITAL REC'O
MAY 1 7 2010
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LEGEND
I-I INDICATES APPROXIMATE LOCATION OF INFILTRATION TEST
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INFILTRATION TEST LOCATION MAP
A CONVENIENCE STORE FOR JACKSON FOODS
3375 GATEWAY STREET, SPRINGFIELD, OR
DATE: MAY 4, 2010 @Branch Engineering, Inc,
SCALE: 1:40 PROJ, NO, 10-063 Beodqnutl!IlI Salem OtlIce
310 Fifth Street 147 Commercial St. NI. Suite 10
DRAWN RW CHK'D MLB Sprin(fie1d. OreloD 97477 Salem, Orelon lr1301
(541) 746-0637 (503) 770-2577
PAGE OF W1f1f .BranchEngineering.com
Civil- Structures. Transportation. Geolechinical . SurveyinJ
PRE-SUBMITTAL REC'D
MAY 1 7 2010
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515;2L/
::JrLEI~_~~SUB~I~AL RECIO
MAY 1 7 2010
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STATE OF OREGON
GEOTECHNICAL HOLE REPORT
(as required by OAR 690-240-035)
I
Name
Address
Cil
(2) PPE WORK
E'j'New ODeepening o Alteration (repair/recondition)~andonment
(3) CONSTRUCTION:
o Rotary Air 0 Hand Auger
ORotary Mud OCable Tool
(4)TVPEOF HOLE:--
~cased Temporary
o Uncased Permanent
(5) USE OF HOLE:
(9) LOC,\TION OF HOLE by legal description:
County 't1a1\().J Latitude Longitude
TownshiE 1'7 N o@ange '?-- E or@\VM_
Section 2..z. NE 1/4 l\ILJ 1/4
Tax. Lot ?:F;;t;D Lot Block Subdivision
Street Address of Well (or nearest address)
must be attached
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[k3flolIow Stem Auger
o Push Probe
OOther
Mapw
t'-
o Cased Permanent
o Slope Stability
o Other
-(10) STATICWATERLEVEL:
--lOft. below land ~urface.
Artesian pressure lb. per square inch.
(11) SUBSURFACE LOG:
Date~
Date
I
l.~~ur..9-
Ground Elevation
Diameter From To
Material
Spcks or pounds
SWL
(6) BORE HOLE CONSTRUCTION:
Special ConstJUctibn approval 0 Yes 0 No Depth of Completed Hole ~ ft.
~
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HOLE
SEAL
From Th
35'
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Date Started
tot/'
Date Completed
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Backfill placed from _ fr. [0_ ft.
Filter Pack placed from _ ft to _ ft.
Material
Size of pack
(12) ABANDONMENT LOG:
To Gnu~e Steel ....dc Welded Threaded N t.l.:t) IIU.
D D D D
0 0 D D
0 0 0 0
0 0 0 0
0 0 0 D
0 0 0 D
Date started Date Completed
Sacks or Pounds
(7) CASING/SCREEN:
I
r
Diameter
From
Casing.
Screen:
L Slots;ze
· ') (8) WELL TEST:
I D Pump D Bailer 0 Air
Permeability Yield
Conductivit}o' PH
Thmperawre of water '-Y1 j tA- OF/C Deplh arte.c;ian flow found _ ft.
Was water analysis done? [] Yes 0 No
By whom?
Depth of strata analyzed. From
Remarks:
o Flowing Artesian
GPM
Professional Certification
(to be signed by a licensed water supply or monitoring well constructor, or registered
geologist or civil engineer).
I accept responsibility fOf the construction, alteration, Of abandonment work
performed on during the construction dates reported above. All work performed
during this lime is in compliance with Oregon geotechnical hole construction
standards. This report is true to the best of my knowledge and belief.
I
ft. to
fl.
License or Registration Number
f (JT) f~
I
Signed ~..... // ~.A;"/f:' A~ DaQh,V1 fl!q?>
Al)~]JW:\_"\'\' (c::w>,'-" () {
I 474;:61 Affiliation {'!.wfl1..dAl Du1!P ~1:J I .f).i-1f" =
~h OO;rHIS UST BE SUBMITTED TO THE WATER RESOURCES DEPARTMENT WITHIN 30 DAYS OF COMPLETION OF WORK
I ~-9 ./ ~ ~^
oS'-1.c:'~llN~RS~PY-WATER RESOURCES DEPARTMENT SECOND COPY-CONSTRUCTOR THIRD COPY-CUSTOMER
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, STATE OF OREGON MIWI 4 2001
GEOTECHNICAL HOJ>E RIll'{)'RT'
{a.rcr.j~i~b)'O^R f.9(~24<).r;:)s}
WATER RESOURCES DEPT.
(I) OWNERlPROJECT: HOIeNum,= 6<5___
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Addn::s!'l
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ORt'lllirY Moo OCahl~ TtJoli,1 0 Pullh Prllr.e [lOlner
(4) TYPE OF HOLE:
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(5) USE OF HOLE:
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(8) Wt:U. T!1.~T.
nl-'ump DBl'lil~r
rcmill::.blhl}'
C\)rk!Ul:li"'ll):
Tempcrutun:: of walcr- 63
WlJ:/> w;;Octml;dYBIIi L1ulle? ~~~
By wh-on}l
I>cJl'h uf StfllLa analYOI:cd. FlUJtt
R>:marb:
. Air
U i"uwlllg I\rl~~ 1.m
GPM
V,,",,
PH
I
"E^tC l.kplh i1J1C:ll1.un fluw ruund _ ft.
UN"
I
ILl<>
I
I
L(\()e..
t/{'?41
(9) LOCATION OF HOLE by leg", d=ripdoo:
Cmn:lIY l.4..t\(.._ Latitudl;_ _._ . _ _l..oogilOOe__
Tl1wn~hip..__l_L_ _._N" 1~1lflge B. F. o&WM,
Section .-:;?~ ucJ.: 1/4 ~ /(4
nu lot 22.tO WI Blod. Subdivlsinn
S.b'd:1Addre.u urWell {nt n.eW'al~!i.):1
_~ 6io.t... v. '1 ~r
Mop wlllllocaU"" IdonlHI"" muot be ollached
(10) S1i\tll.: WAtER LI';VIIL:
'. f'i. fl. bdow lanrl surfm.:t:.
Mo:i:lnrR:.~:'>un: ~.__.. lb, ~HqU:tn.: jn~h,
(11) SUBSURFACE LOG:
Jr.ut: 2 ft~b(
1-
j - - ---
~ ------
WATER flESQUtiw;s.~t .
~lf.M, OREGON -----L-____ ___
f)llle ~tllr1cd r--Y-A-r-- L:) I DliIlc cOlnplell:Ll_& ""'6"- c) L-
----,.,. -
qriECavEO-
M1\Y 1 n -ZOOl
n.
Pmf...,;"o,,1 Certification
110 ~ ~il!ncd I1y II h~cn.~ wat~r ,"uppl,. Ot luunil.l;fiJlg wcl~ CllmfJ'Ul:lor. III" On.~L)I1
rcil~~I~rt.'d ~Co~lh,gI:-I.1of ...t"'il ~~iIlCllf).
I ecr:~pt r"C"5pun:.ibilily fm UtI: C'ln~tnH.1illQ, "lh;:UI1;Cn" or ~u'lnllIDl 'Wort
~dvrnl~'" during tile uJn!llrul-1iLJn dOlt:>. rqlUrtct.l t1buv~ All WQlk pcrrorn)oL/
during [hi!! lime I:t.; in (.-nmphaocc WlUJ (JrCgofl'lO gcote..:hrIi1:lll bute L.:onli:troctu)l)
.tanduw, Thb n.'jiOIt ilO true II,) the bcl.t \Jof my bk}wledgc ltlld bt::lie:f.
ia:nHC tlf Rcg.iM~li1iun Number ~;l r _.
o.u. 31IaL"t_
Alfiliatl(lB
THIS REPORT MUST BE SUBMITTED TO THE WATE!! RESOURCES DEP4f<TM(NT WITHIN 30 DAYS (W COMpt.IiTION OF WQRI{
()lo!:l(jINAJ. .. WH.l'l'.k kh."lOUk,'liS IJEPt\RTMENT fiRST COI)Y CONSTRUCTO)( SE(-ONlJ COn' -['{JS"Jl)!\4ER
I
I
PRE.SUBMITTAl REC'D
MAY 1 7 2010
I
nC"S:;;1111 Ili;V
\~
STATE OF OREGoN'vlAR 11 ZOO 1
GEOTECHNICAL HOLE REPORT
(p ...."orl " 0'. m~RESOURCES DEPT.
M OREGON
I
(1) OWNF.llIPROJECT, H,~, Number e:.-l
N~rYrh.""p~r-Wc.s. ~.
~~\\o: UcH"'~_t1-)"'t...,~...,- Qf"'h~.
Cltyr.l\...'~"'''''''O~ __..' SlRtc':'L ...~jgltor
(Z) TYPE OF WbRK
_r 0
. ew o Deepening AlltnlliOO(l""q'air/rOl'lrndiliun), Abandooment
) CONSTRUCTION,
o RlJl!lryAir o HlIJ'IdAlJgt:r
nRt'M.W')' MOO- [JCabte TClCTI
(4) TYPEOFItOLE,
g~:==:'.
(5) USE OF HOLE:
~ \ G" u.:l 0.\.0..- ...... ......~
I
I
~HolIC)W Slern A\JgeJ
n Po.!> Pr"b< C O<l>er
I
o taied'r6rinan~rij
o SltJ~SI;lbilit>. Dt)fhcr
I
I
(6) BORE HOLE CONSTRUCTION:
Spoclal Cnfillitrut..'tiol't .lI.ppro....pl n YC!\. ()l Nfl IXplh. of Ll)mpletw H(ll~ ~~_
I
HOLE
SEAL
D(pnt;lar From T.o
~-
~--
-- ...
I
I
ft. In
1"-1(,
iL MOlI\eTlaI
fl. SilO'\: of pack
b:lU:Hill pl;K;Cd rnml
Nlla" Pat:k pl"'oo lJ'tl(n
I
m CASINGJSCREEN:
~,,=,.. From
11> GIrUJ:~ She] Plulk Wrldeo Thnadnl
[J 0 0 0
'0 0 [J U
0 0 0 0
0 n 0 0
0 0 0 0
u n 0 0
---
C3ll.jn~:.......
I
St:r-r:t:n:
I
Slut ~ii'.e
I
(~) W~:LL TESP.
\~f'ump Ollm'CT
~r~bibIY
Ctloouctl'YUj:
TelnPe,mture ,'I \,1,/111.::.. S~
Wbts ""Met MtdY9j~ "'r)frr:1 ~~
By whum?
Oepdl or J;bat.n. .a.nalyt.ed. Fmm
Remark.$;
RIO
rJAir
YidJ
o F1!H,"iIlFA:rt~.tlsn
GPM
I
"H
''Fie DC!pth ollJjCSl.l1n "tioYr f~Jund _ 1"1.
fJN..
I
I
l'Z)\")0
5b)'~4!:)
(9) LocATION Of HOLE by le&.1 dtscrlp1l...,
en-tint)' \ I:z ~.c...... Lalllude IJ;~nguude
T;n11rnhlp ~.., _. N ~an.l!e 3__. ~ t&WM.
&<:1i,," 2'2- ~_114 ~ _ 114
T.Iilll..ut ~,,~ Lot Block _ . __ Suhdi,.t~lnn__
.<.il.n:e1 At.I~A\)r~I1lor neurt:st addre~)_
~ .u.o.:u~ 5r
Map wtth locatton ldentllled must be attached
(Ul) STATIC WATKR U;VF.1.:
.. ICY . .nfltX::lowJni1iJ~l.Ii1"oce.
Ar1e~la.ll pre.~ure In_ pcrM.{uarc inch.
(II) SUIlSURFACE LOG,
D''''~Is1nr
DaLe
Gmund E3cY.aliun
Mtatcrial [)escrilJ'ticm
.l:'~[[> Jl~-l
_1S-
t S- :;~
_~Wl._
to
.l.:.
;-
1
OIf[cSt.lll'lcd p. .~i/l.~L __.__OIllII:Complct.cd ,~
(12) ABANDONMKNT LOG:
Mall:nallJeslTl tioo
-RECEWED--
---:::J
--t
~ RESOllACF''' "IiPl
SALEM. OREGON J
D;;l~~ed cP-~"i- l)akCul11fllc~. ~'-.i5--d/
I'n,reAAinnal Certification
(t() he "i~llCd hy D til.CO~cd watt::r :l'Uppty ur rntl'l'lllllrillg \.l,odll.:un~tttJdur_ ~lr Oregun
r~~hrcl~ ~t'1*llti,,' tlr ..-;viI ot;ll~inCl;J").
I occept rc~pl.ln:dbility'fnr r~ cDnnruct.u:.... Ifhcnuun. or maooclDmcnt w.ork
p:rlmm~tl during the ""'ln$tnl\.'1.)I'" dl'ltc!1. rtlP'<lC1et.llllb(lv.c:. All ~lrk perfurmetl
dl.ning tbbi lime IS in c.....lmpli2lhCC with Or~IO'~ .gco~hnit:id hnk: uKIl"rruc;boD
r.tand:ltdK. This rqKlrt il-1ree I" tbc:be,tot my"knowled~ and belief.
Ii.
Signed
o..c al.1aL_D L
TltIS REPORT MUST BE SUBMITlED TO THE WATER RESOURCES DEPARTMI;NT WITHIN 30 DAYS OF COMPLETION OF WQRK
I
ORIG1NAI. W^,n~R HP~~n.IRCES DEPARTMF.NT I:JRST COpy - CONSTRUCTOR SEC'ONlJ COPY . (,WiTt )MH~
I
PRE.SUBMITTAL REC'O
MAY 1 7 2010
I
I 'RECEIVED
MIIR 1 4 2001
I -- ---.~~
HATER RESOURCES DEP't ,
SALEM. OREGON ,
I
I
I I ,...5==>.. .. . .1
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ct-<(l RECEJVEP ,
I ,
@ MAY 1 (J ZOOI I
I ~ WATER RESOUHt.:t::<; l)E;p J
>:,,,- SALEM, OREGON
--.~ I
I ~
I
I M1tA) 1J 1"S ~ N
I PRE.SUBMITTAL REC'D
I MAY 1 7 2010
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.
APPENDIX
c
PROPOSED DRAINAGE BASIN MAP
;,.~-~ .. ...._~~.~...:;"..,'U!re\'!,!e'-!!~1!I._r;i~~_.=".,~;"~~.~ ~,t;;:':;,I4t~..~~"Y'~" '=_'~"_'''''''"'_'''~_.,_ _.......~
~-
PRE.SUBMIITAL REeD
MAY 1 7 2010
-------------------
Cf>
STREET
"
(f',
!h
GATEWAY
I --- - -~___
')/~/N:-..,(..':;J Cc. cc. 1
'I. .; - ::-T(5;~(.. .'.c,>'~~ ---)::;...:~: .. :~";-;;..ti;t,=-::~;",c.~::.~:;c:i;,=+i~T~(J
.'5..~",>-- ! .......---....-____._._______....._ 1'-.. ') , '~tl '\~" -::. . :'. . _ .i\
r:>< -- ~ .. !~"-~.. f ~.._-..-'_..----.,.-.,-.,-'-"_.(-.-Sif+.----1 ~ " :". .," .. ~
:~/ ,L___~ -~-::"-;,,~I,,---,;:;; :; ;c--,-~.",..;o]~'o'-.<-" '" '\,:.,', \
" )'--- ';;,1 ~l~'",~ .. ij~ j '( :~ [}] '---'- -'" '~, y.j 1<.1
/ \ t) -;-'j.~~~~ _~ L _ ...._.._______,_.,____~:.::.~~/_:,..-, .n.. . ,~ ~ "" -$ _ ' ',' . "I.r--J,_ ~',
/i \
I \ ./
( ,------ ___."u ---- i~ ~ 6.,,____ ~ ~6 I: l?'t\I'-sll
.~ '. ' ~ I IJ',-'II
\ ?_~' ~~ ( ~O''''5'r__ f!?', 'I
\ .; :'.', /--,~~./ ~ ""~I II'" \. I
\ g"""'"'' / '..... ~ .' '. ~.i .1
- ~. .. /' ""-. -' ,.... 'Y ,",:. . -. ." '- _ "" I "1 I
\ ,.~~.;--;:-:-,,~".,'.\ '<>>1 .....;....,... '.... ."r ,',
'2-, .. r. . "j,' .t...::,...."~'-'. 1:\ ~... .' "': : '_ L-:--:" _t:-i_ - __':'11. "'i'
i1 ~~)~.o& ~~~',x 'X: ~- v ~- VXX;<~~.-.~-:XVX~. -' - ~-~-'..' '?1i';".~;L.:~~f~V4~~;;':;;;!'2~ii~. .. ~ I.il fj'.ll II
~ . eX, en<" ,X':;":?i;"( . '? ......:/-;:;~:,;'..t,.,'y;';:!,,:!..'i, "; ; [il:. II""'"
" - - -" -~.'" - ,,- -," .E' . f\> . ,
1-.." ~ ,." ~ ~ nr ~ .J'<' '.' .... .....,.,f".f~{il~i!i~\~!~il;~j ~ II . .II~ I
~." 1s;'"':~'_'x,,"~6' ~T.il '.; ...,:'.~~t~ i
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~
/
A CONVENIENCE STORE FOR JACKSON FOODS, INC.
Proposed Drainage Basin Map "'0
3375 GATEWAY ST. @Branch Engineering, Inc. I'T1
.
:5: en
SPRINGFIELD, OREGON ~ c:::
II:ll:J
MAY b, 2010 .......-. BoJem om.. - s::
DATE: :1I0Mhstrnt 147 Commerelll Sl HI, ~
Sprinefitld,Orq1lDffm Suite 10 -:(
SCALE: 1:20 PROJ. No.IO-Ob3 (541)746-0637 $alem. Ore(oD \17301 ,..." .--
(W3) TI\I-ZSTl = ;;:c
DRAWN ~ CHK'D MLB , -
lI'lI'"1f.BranchEU(ineerina:.CQID, = I'T1
Ci-.u. Structum . TrmIpoTt.lt10D. Geote-clullcll . Sumyina; ("")
PAGE OF ri
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APPENDIX
D
STORMWATER RUNOFF & RAIN
GARDEN SIZING CALCULATIONS
" . ~ '.,: .;....
f,..;-,-.. ""."""..",. "1'"...nr..... ...-~..-.:;. .C,'!' ,:e ."'.~';~.;,..,. ., . ,. ~.'
. ! .
1:. . '. - . _' . . . " ~
. '- -.>
. . .
PRE.SUBMITTAl REeD
MAY 1 7 2010
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Infiltration Pond Sizin S readsheet
:".':-"-:-:,:':Ora:lna eArea5--'
';::'::::A" .........::<,...:';-:);,-,;':::::;':f
~:';.:.:..': .
Pro.eet Name:
A ConveniE
......:.;.:::.;:;.,:;.,;:;:,::':':}CN.:,
.... . ..,. eN
"""::"::"::':::::Y~i":":'..
0.00 0.000 0,000 0.00 0.00 0,00 355 0.053 0.0000 0.00 0.00 0,00 0.00 000 1.25
10.00 0,000 0.000 0.00 0.00 0,00 355 0.053 -0,0534 -32.03 0.00 0,00 0.00 0,00 1,25
20.00 0.000 0.000 0.00 0,00 0.00 355 0.053 -0,0534 -32.03 0.00 0,00 0.00 0.00 1.25
30.00 0.002 0.001 0.44 0,00 0.00 355 0.053 -0,0526 -31.59 0,00 0.00 0.00 0.00 1.25
40.00 0.007 0.003 2.00 0.01 0.01 355 0,053 -0,0500 -30.02 0,00 000 0.00 0.00 1.25
50.00 0.01' 0.007 4.27 0,01 0.02 355 0,053 -0,0463 -27.75 0,00 0.00 0.00 0.00 1.25
60.00 0.014 0.Dl1 6.41 0,02 0.04 355 0.053 -0,0427 -25,62 0,00 0,00 0.00 O.ao 1.25
70,00 0.016 0.014 8.22 0,02 0.06 355 0.053 -0,0397 -23.81 0,00 0.00 0.00 0.00 1.25
80_00 0.018 0.016 9.72 0,03 0.09 355 0,053 -0,0372 -22.31 0,00 0.00 0.00 0.00 1.25
90.00 0,020 0.018 10,95 0,03 0.12 355 0,053 -0,0351 -21.07 0,00 0.00 0.00 0.00 1.25
100.00 0.022 0.020 11.98 0,03 0.15 355 0,053 -0.0334 -20.05 0,00 0.00 0.00 0.00 1.25
110.00 0.029 0.023 14.00 0,04 0.19 355 0,053 -0,0300 .18.02 0,00 0.00 0.00 0.00 1.25
120.00 0,030 0.027 16.38 0,05 0.24 355 0.053 .0,0261 -15.64 0,00 0.00 0,00 0.00 1.25
130.00 0,031 0.030 17.74 0,05 0.29 355 0,053 -0,0238 -14,29 0,00 0.00 0.00 0.00 1.25
140,00 0,032 0,031 18.65 0,05 0.34 355 0,053 -0,0223 -13.38 0,00 0.00 0.00 0.00 1,25
150.00 0,033 0,032 19.35 0,05 0.39 355 0,053 .0.0211 -12,68 0,00 0.00 0.00 0.00 '_25
160_00 0.034 0033 19.92 0,06 0.45 355 0,053 -0,0202 -12.11 0,00 0.00 0.00 0.00 1,25
170,00 0,042 0,036 21.79 0.06 0.51 355 0.053 -0,0171 -10,23 0,00 0.00 0.00 0.00 1,25
180.00 0.043 0,040 24.12 0.07 0.58 355 0,053 -0,0132 .7,91 0,00 0.00 0.00 0.00 1.25
190,00 0.043 0.042 25.19 0.07 0,65 355 0,053 -0,0114 -6,83 0,00 0.00 0.00 0.00 1.25
200.00 0044 0,043 25_81 0.07 0_72 355 0,053 -0,0104 -6,22 0,00 0.00 0.00 000 1.25
210.00 0.044 0,044 26.24 0.07 0,80 355 0,053 -0,0097 -5.79 0,00 0.00 0.00 0.00 1.25
220.00 0.045 0.044 26.57 0.07 0,87 355 0.053 -0,0091 -5.46 0,00 0.00 0.00 0.00 1.25
230.00 0.053 0_047 28.36 0.08 0.95 355 0,053 -0,0061 -3,66 0,00 0.00 0.00 0,00 1.25
24000 0,053 0.051 30,64 0.09 1,04 355 0.053 -0.0023 -1.38 0,00 0.00 0.00 0.00 1_25
250,00 0.054 0_053 31,56 0.09 1.13 355 0.053 -0.0007 -0.45 0,00 0.00 0.00 0.00 1.25
260,00 0,054 0_053 32.04 0_09 1.22 355 0.053 0.0000 0.01 0.01 0.01 0.00 0.00 1.25
270.00 0.054 0.054 32,32 0,09 1.31 355 0.053 0,0005 0.28 0.29 0.29 0.01 0.00 1.25
280.00 0.055 0,054 32.54 0.09 1.40 355 0.053 0.0008 0.46 0.75 0,75 0,02 0.00 1.25
290.00 0.064 0,058 34.59 0.10 1.50 357 0.054 0.0039 2.36 3_11 311 0,07 0.Q1 1.25
300,00 0.064 0.062 37.27 0.10 1,60 361 0.054 0.0079 4.72 7.83 7.83 0.16 0.01 1.25
310.00 0.065 0,064 38.27 0.10 1.71 364 0_055 0,0089 5,36 13.19 13.19 0,28 0,02 1,25
320.00 0.065 0.065 38.70 0.11 1.81 368 0,055 0.0091 5.43 18.63 18,63 0,39 0,03 1.25
;;: 330.00 0.065 0.065 38.93 0.10 1.92 372 0.058 0.0088 5.31 23_93 23_93 0,50 0.04 1.25
340,00 0.085 0.065 39.08 0.10 2.02 376 0,057 0,0085 5,12 29.05 29.05 0.61 0,05 1.25
~ 350.00 0.076 0.069 41.28 0.11 2.13 381 0,057 0.0114 6.86 35.91 35.91 0,76 0.06 1.25
< 360,00 0,076 0.074 44.17 0_11 2.24 388 0,058 0,0152 9,13 45.04 45.04 0,95 0,08 1.25
..... ::: 370,00 0,076 0.075 45.20 0.11 2,36 395 0,059 0,0159 9,52 54.56 54.56 1.15 0,10 1.25
380,00 0,076 0.076 45,61 0.11 2,47 402 0,061 0.D155 9.30 63.87 63,87 1,34 0.11 1.25
..,. ~ 390.00 0,077 0.076 45,81 0.11 2.58 409 0,062 0.0148 8.90 72.76 72.76 1.53 0.13 1.25
,...., 400.00 0_077 0.077 45.93 0.11 2.69 415 0.062 0,0141 8.44 81.20 81,20 1.71 0.14 1.25
= 410,00 0.108 0.087 52.33 0,12 2.82 426 0,064 0.0232 13.89 95.10 95,10 2.00 0.17 1.25
= 420,00 0.109 0.101 60.83 0.14 2_95 442 0.066 0.0349 20.96 116,06 116.06 2.44 0.20 1.25
430,00 0,109 0.106 63.74 0.14 3.09 459 0.069 0.0372 22.33 138,39 138.39 2.91 0.24 1.25
440.00 0.146 0.120 72.26 0,15 3.24 481 0_072 0.0481 28.85 167.24 167.24 3.52 0.29 1.25
450.00 0.147 0,138 82.66 0,16 3.40 509 0_077 0.0611 36.67 203,91 203,91 4.29 0.38 1.25
460.00 0.277 0,187 112.33 0,20 3_61 558 0.084 0.1032 81.94 285_85 285,85 5_59 0_47 1.25
470.00 0.442 0.302 181.23 0.28 3.88 657 0,099 0.2032 121.94 387.79 387.79 8.15 0.68 1.25
480.00 0,221 0.322 192.95 0,25 4.14 761 0,114 0.2072 124,29 512,oa 512.08 10,77 0.90 1,25
-
-
-
-
-
-
-
-
-
:;;:
~
-
-t
,.....,
=
C5
490.00 0.148 0,230 138.06 0,17 4.30
500,00 0.110 0,163 97.51 0.12 4.42
510.00 0.110 0,127 76.47 000 4.51
520.00 0.110 0116 69.47 0,08 4.60
530.00 0,072 0.099 59.60 0.07 4.67
540.00 0,072 0.081 48.77 0.06 4,73
550,00 0,072 0.075 45.16 0.06 US
560.00 0.072 0.073 43.96 0.06 4.85
570.00 0,072 0.073 43.57 0.06 4.91
580.00 0,072 0.072 43.44 0.06 4.97
590.00 0.072 0.072 43.41 0,06 5,03
600,00 0.072 0,072 43.40 0,06 5.09
610.00 0,072 0.072 43.40 0,06 5.16
620.00 0.072 0.072 43.40 0.07 5.22
630.00 0072 0.072 43.41 0.07 5,29
640.00 0.072 0.072 43.41 0.07 5.36
650.00 0,059 0.068 40.79 0.07 5.42
660.00 0.059 0.062 37.28 0.06 5.48
570.00 0.059 0,060 36.12 0.06 5.54
690,00 0.059 0,059 35,60 0,06 5.67
700,00 0,059 0.059 35.56 0,06 5.73
710.00 0,059 0.059 35.55 0.07 5,80
720.00 0.059 0.059 35.55 0.07 5,86
730.00 0.059 0.059 35.55 0.07 5.93
740.00 0.059 0,059 35.55 0.07 6.00
750,00 0.059 0,059 35.56 0.07 6.07
760.00 0.059 0,059 35.56 0.07 6.14
770.00 0,047 0,055 33.09 0,07 6.21
780.00 0,047 0_050 29_80 0,06 6_27
790.00 0,047 0.048 28,70 0.06 6.33
800.00 0.047 0.047 28.34 0.06 6,39
810.00 0.047 0.047 28.22 0_06 6.45
820.00 0.047 0,047 28.18 0.06 6,52
830,00 0.047 0,047 28.17 0,06 6.58
840,00 0,047 0,047 28.16 0.07 6,65
850,00 0.047 0.047 28.16 0_07 6,72
860,00 0.047 0,047 28.17 0.07 6.78
87000 0.047 0.047 28.17 0,07 6.85
880_00 0_047 0.047 28.17 0,07 6.92
890.00 0.041 0.045 27,02 0,07 6.99
900,00 0.041 0.042 25.48 0.07 7,06
910.00 0.041 0,042 24.97 0.07 7.12
920_00 0.041 0.041 24.80 0.07 7.19
930.00 0.041 0.041 24,74 0.07 7.26
94000 0.041 0,041 24,72 0,07 7.33
950.00 0,041 0.041 24,72 0.07 7.40
960.00 0.041 0.041 24.72 0.07 7.47
970,00 0.041 0.041 24.72 0.07 7.54
980,00 0.041 0.041 24.72 0,07 7.61
990,00 0.041 0.041 24,72 0,07 7.68
1000.00 0.041 0.041 24,72 0,07 7.75
1010.00 0,033 0.038 23,07 0.07 7.81
1020.00 0,033 0.035 20.87 0.06 7,87
-C 1030.00 0.033 0.034 20.14 0.06 7.93
;:c 1040,00 0,033 0.033 19.90 0.06 7.98
rT'1 1050.00 0.033 0.033 19.82 0.06 8.04
.
en 1060.00 0,033 0,033 19,79 0,06 8.09
c:: 1070.00 0,033 0.033 19.78 0.06 8.15
CO 1080_00 0.033 0.033 19.78 0.06 8.21
:s:: 1090.00 0,033 0.033 19_78 0,06 8.26
s;! 1100,00 0,033 0.033 19,78 0.06 8.32
1110,00 0.033 0.033 19.78 0.06 8.37
1120.00 0.033 0,033 19.78 0.06 8.43
.-- 1130.00 0.033 0.033 19.78 0.06 8.48
;:c 1140.00 0,033 0,033 19,78 0.06 8.54
rn 1150.00 0,033 0033 19.78 0.06 8.60
, 1160.00 0,033 0,033 19,78 0.06 8.65
0 1170.00 0,033 0.033 19.78 0,06 8.71
1180,00 0.033 0.033 19,78 0.06 8.76
1190,00 0.Q33 0.033 19.78 0.06 8,82
1200.00 0.033 0.033 19.78 0.06 8,87
-
-
-
-
-
-
-
0_123 0.1074 64.42 576.50 576.50 12.12
0.126 0,0369 22.14 598.64 598.64 12.59
0.126 0.0017 1.02 599.66 599.66 12_61
0.125 .0.0092 -5.54 594.12 594.12 12.49
0.123 -0,0238 -14.30 579.82 579.82 12.19
0.120 -0.0389 -23.32 556.50 555.50 11.70
0.117 .0,0417 -24.99 531.50 531.50 11,17
0.114 -0.0405 -24.32 507.18 507.18 10,66
0.111 .0.0383 -22,96 484.22 484.22 10,18
0.108 -0.0358 -21.46 462,76 462.76 9.73
0.106 -0.0333 -19.99 442.76 442.76 9.31
0.103 -0,0310 -18.50 424,16 424,15 8.92
0.101 -0,0288 .17.31 406,88 408.88 8.55
0,099 -0,0288 -16.10 390.75 390.75 8.22
0,097 -0,0250 -14,99 375.76 375.76 7.90
0,096 -0,0233 -13_95 361.81 361.81 7,61
0.094 .0.0257 -1545 346.36 346.36 7.28
0.092 -0.0294 -17,66 328_70 328.70 6,91
0.089 -0.0292 -17.55 311.16 311.16 6,54
0.086 -0,0262 -15.71 278,72 278,72 5.86
0,084 -0,0245 -14.70 264,03 264,03 5.55
0,082 -00229 -13.73 250.30 250.30 5.26
0.081 -0.0214 -12.82 237.48 237.48 4.99
0.079 -0.0199 .11.96 225_52 225.52 4,74
0.078 -0.0186 -11.17 214.35 214.35 4,51
0.077 -0.0174 -10.43 203,92 203.92 4.29
0.076 -0.0182 .9,74 194.17 194.17 4,08
0.074 -0.0190 -11.41 182.76 182.76 3.84
0_073 .0.0229 -13.74 169,02 169,02 3.55
0,071 -0,0231 -13.87 155.15 155,15 3.26
0.069 -0,0222 -13.31 141,84 141.84 2.98
0068 -0,0209 -12_56 129.28 129.28 2.72
0,067 -0.0196 -11,79 117.49 117.49 2.47
0,065 -0.0184 -11.04 106.45 106.45 2.24
0,064 -0,0172 .10.34 96.11 96.11 2.02
0.063 -0.0161 -9.68 86.43 86.43 1.82
0.062 -0.0151 -9,06 77.37 77.37 1.63
0.061 -0.0141 -8.48 68.89 68,89 1.45
0.060 -0.0132 -7,94 60,94 60.94 1.28
0.059 -0.0142 -8.52 5242 52.42 1.10
0.058 -0,0157 -9.42 43.00 43.00 0.90
0.057 -0.0155 -9.31 33.69 33.69 0,71
0.056 -0.0148 -8,88 24.81 24.81 0,52
0.055 -0.0140 -8,38 16.43 16.43 0.35
0.054 .0,0131 -7.87 8.58 8,56 0.18
0,054 -0,0123 -7.39 1.17 1.17 0_02
0,053 -0.0122 -7,31 0.00 0.00 0.00
0.053 -0.0122 -7.31 0.00 0.00 0.00
0.053 -0.0122 -7,31 0.00 0.00 0,00
0,053 -0_0122 -7.31 0.00 0.00 0.00
0.053 -0,0122 .7,31 0.00 0.00 0.00
0.053 -0,0149 -8.96 0,00 000 0.00
0.053 -0.0186 -11.15 0,00 0.00 0.00
0,053 -0,0198 -11.88 0.00 0.00 0.00
0,053 -0.0202 -12.13 0.00 0.00 0.00
0.053 -0.0203 -12.21 0.00 0.00 0.00
0.053 -0.0204 -12.24 0.00 0.00 0.00
0.053 -0.0204 .12.24 0.00 0.00 0.00
0.053 -0.0204 -1225 0.00 0.00 0,00
0.053 -0.0204 -12.25 0.00 0.00 0.00
0.053 -0,0204 -12,25 0,00 0,00 0.00
0,053 -0,0204 -12.25 0.00 0.00 0.00
0,053 -0.0204 -12.25 0,00 0.00 0.00
0,053 -0,0204 -12.25 0.00 0.00 0,00
0.053 -0,0204 -12.25 0,00 0.00 0.00
0.053 -0.0204 -12.25 0,00 0.00 0.00
0.053 -0.0204 -12.24 0.00 0.00 0.00
0,053 -0,0204 .12.24 0.00 0.00 0.00
0.053 -0,0204 -12.24 0.00 0.00 0.00
0,053 -0.0204 .12.24 0.00 0.00 0.00
0.053 -0.0204 .12,24 0.00 0.00 0,00
816
835
836
831
819
798
777
758
737
719
702
687
672
659
647
635
623
609
594
581
568
557
546
538
528
518
509
502
493
482
472
461
452
443
434
426
419
412
406
400
394
387
380
373
367
361
358
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
-
-
-
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1,25
1,25
1,25
1.25
1_25
1.25
1.25
1.25
1.25
1.25
1.25
1,25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1,25
1.25
1,25
1.25
125
1,25
1.25
1.25
1.25
1.25
125
125
1.25
1.25
1.25
1,25
1.25
1,25
1,25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1,25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1,25
1,25
1.25
1,01
1,05
1.05
1.04
1.02
0,98
0,93
0.89
0.85
0_81
0,78
0.74
0,71
0,68
0,66
0.63
0.61
0,58
0.55
0.52
0.49
0,46
0,44
0,42
0.40
0.38
0.36
0.34
0.32
0_30
0,27
0,25
0,23
0,21
0.19
0.17
0.15
0.14
0.12
0.11
0.09
0.08
0,06
0_04
0,03
0.01
0,00
0,00
0,00
0,00
0,00
0.00
0.00
0.00
0.00
0.00
0,00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
-
-
-
-
-
-
-
-
-
s:
~
....
-'I
r-.>
=
c5
1210,00 0,033 0,033 19.78 0,05 8.93
1220,00 0.033 0,033 19.78 0,06 8.99
1230,00 0,033 0033 19.78 0,06 9.04
1240.00 0,033 0.033 19.78 0.06 9.10
1250.00 0,033 0.033 19.78 0.06 9.15
126000 0.033 0,033 19.78 0,06 9.21
1270.00 0.033 0,033 19,79 0.06 9,26
1280.00 0.033 0,033 19.79 0,06 9.32
1290.00 0.033 0,033 19.79 0,06 9.38
1300.00 0.033 0,033 19,79 0,06 9.43
1310.00 0033 0.033 19.79 0.06 9.49
1320,00 0,033 0.033 19.79 0.06 9.54
1330.00 0.033 0,033 19.79 0.06 9.60
1340.00 0.033 0,033 19.79 0.06 9.66
1350.00 0.033 0.033 19,79 0.06 9,71
1360,00 0.033 0,033 19.79 0.06 9.77
1370,00 0,033 0.033 19.79 0.06 9.82
1380,00 0.033 0.033 19.79 0.06 9.88
1390.00 0.033 0.033 19.79 0.06 9.93
1400.00 0.033 0,033 19.79 0.06 9.99
1410,00 0.033 0,033 1979 0.06 10,05
1420,00 0.033 0.033 19,79 0,06 10.10
1430.00 0,033 0.033 19,79 0.06 .10.16
1440.00 0,033 0.033 19.79 0.06 10.21
1450.00 0.000 0.022 13.19 0.04 10.25
1460.00 0.000 0.007 4.40 0.01 10.26
1470.00 0.442 0,150 89.78 0.23 10.49
1480.00 0.000 0,197 118.24 0.26 10.75
1490.00 0.000 0.066 39.41 0.09 10.84
1500,00 0.000 0,022 13.14 0.03 1087
1510.00 0,000 0,007 4.38 0.01 10,88
1520,00 0,000 0.002 1.46 0.00 10,88
1530.00 0.000 0.001 0.49 0.00 10.88
1540.00 0.000 0.000 0.16 0.00 10,88
1550.00 0.000 0.000 0.05 0,00 10,88
1560.00 0.000 0,000 0,02 0.00 10,88
1570.00 0.000 0,000 0.01 0,00 10.88
1580,00 0.000 0,000 0.00 0.00 10.88
1590,00 0,000 0.000 0.00 0.00 10.88
1600,00 0.000 0.000 0.00 0.00 10.88
1610,00 0.000 0.000 0,00 0.00 10.88
1620.00 0.000 0.000 0,00 0.00 10.88
1630.00 0.000 0.000 0,00 0.00 10,88
1640.00 0.000 0.000 0,00 0.00 10,88
1650,00 0.000 0.000 0,00 0.00 10.88
1660,00 0,000 0,000 0,00 0,00 10,88
1670,00 0.000 0,000 0.00 0,00 10,88
1680.00 0,000 0.000 0.00 0.00 10.88
1690.00 0.000 0.000 0.00 0.00 10.88
1700.00 0.000 0.000 0.00 0.00 10.88
1710,00 0.000 0.000 0.00 0.00 10,88
1720,DO 0,000 0,000 0,00 0.00 10,88
1730,00 0,000 0,000 0,00 0.00 10,88
1740,00 0,000 0.000 0.00 0,00 10,88
1750.00 0,000 0,000 0.00 0,00 10,88
"" 1760.00 0.000 0.000 0.00 0,00 10.88
&. 1770.00 '0.000 0.000 0.00 0.00 10.88
C 1780,00 0.000 0.000 0.00 0.00 10.88
1790,00 0,000 0.000 0,00 0.00 10.88
1800.00 0.000 0,000 0,00 0.00 10,88
1810.00 0,000 0,000 0.00 0.00 10,88
1820.00 0.000 0.000 0.00 0.00 10,88
1830.00 0.000 0.000 0.00 0,00 10,88
r 1840,00 0.000 0.000 000 0,00 10.88
1850.00 0.000 0,000 0.00 0.00 10.88
C 1880.00 0.000 0.000 0,00 0.00 10.88
1870.00 0.000 0.000 0.00 0.00 10.88
1880.00 0.000 0.000 0.00 0.00 10.88
1890.00 0.000 0.000 0.00 0.00 10,88
1900.00 0.000 0.000 0.00 0,00 10.88
1910.00 0.000 0.000 0.00 0,00 10.88
1920.00 0.000 0.000 0.00 000 10.88
-
-
-
-
-
-
-
5 0,053 -0,0204 -12.24 0.00 0,00 000
5 0,053 -0,0204 -12.24 000 0.00 000
5 0.053 -0,0204 -12,24 0,00 0,00 0.00
5 0.053 -0,0204 -12.24 0.00 0.00 0.00
5 0,053 -0,0204 -12.24 0.00 0.00 0.00
5 0,053 -0,0204 -12.24 0.00 0.00 0.00
5 0,053 -0.0204 -12,24 0.00 000 0.00
5 0,053 -0,0204 -12.24 0.00 0.00 0.00
5 0,053 -0,0204 -12.24 0.00 0,00 0.00
5 0.053 -0,0204 -12,24 0,00 0,00 0,00
5 0.053 -0.0204 -12,24 0.00 0.00 000
0.053 -0.0204 -12,24 0.00 0.00 0.00
0.053 -0.0204 -12.24 0.00 0.00 0.00
0,053 -0.0204 -12.24 0.00 0.00 0.00
0.053 -0,0204 -12.24 0.00 0.00 0.00
0.053 -0,0204 -12.24 0.00 0.00 0.00
0.053 -0,0204 -12,24 0.00 0.00 0,00
0.053 -0.0204 -12,24 0.00 0.00 0,00
0.053 -0.0204 -12.24 0.00 0.00 0.00
0,053 -0.0204 -12.24 0.00 0.00 0.00
0,053 -0,0204 -12.24 0.00 0.00 0.00
0.053 -0,0204 -12.24 0.00 0.00 0.00
0,053 -0,0204 -12.24 000 0.00 0,00
0.053 -0,0204 -12.24 0,00 0.00 0.00
0.053 -0,0314 -18,83 0,00 0.00 0.00
0.053 -0.0460 -27,63 0,00 0,00 0,00
0.059 0.0902 54,13 54.13 54.13 1.14
0.068 0,1288 77.31 131.44 131.44 2.76
0.068 -0.0024 -1.42 130,02 130.02 2.73
0.065 -0.0432 -25.91 104.11 104.11 2.19
0.061 -0.0541 -32.46 71.65 7.1.65 1.51
0.058 -0.0552 -33,14 38.51 38.51 0.81
0,054 -0.0533 -31.97 6.53 6.53 0.14
0,053 -0.0531 -31.86 0.00 0.00 0.00
0,053 -0.0533 -31.97 0.00 0.00 0.00
0,053 -0.0533 -32.01 0.00 0.00 0.00
0.053 -0,0534 -32.02 0,00 0,00 0.00
0,053 -0,0534 -32.02 0.00 0.00 0.00
0.053 -0.0534 -32.03 000 0,00 0,00
0.053 -0,0534 -32.03 0.00 0.00 0.00
0.053 -0,0534 -3203 0,00 0,00 0,00
0.053 -0.0534 -32,03 0,00 0,00 0,00
0.053 -0,0534 -32,03 0,00 0,00 0.00
0.053 -0.0534 -32,03 0,00 0,00 000
0.053 -0.0534 -32,03 0.00 0,00 0,00
0,053 -0.0534 -32.03 0.00 0,00 0,00
0,053 -0.0534 -32.03 0.00 0.00 0,00
0,053 _0.0534 -32.03 0.00 0.00 0.00
0.053 -0.0534 -32.03 0.00 0.00 0.00
0.053 -0.0534 -32.03 0.00 0.00 0.00
0.053 -0,0534 -32.03 0.00 0.00 0.00
0.053 -0,0534 -32.03 0.00 0.00 0.00
0.053 -0,0534 .32.03 000 0,00 0.00
0.053 -0,0534 .32,03 0,00 0,00 0.00
0.053 -0.0534 -32,03 0,00 0.00 0.00
0.053 -0.0534 -32,03 0.00 0,00 0,00
0,053 -0.0534 -32.03 0,00 0,00 0,00
0,053 .0.0534 -32.03 0,00 0.00 0,00
0.053 -0.0534 -32.03 0.00 0.00 0.00
0.053 -0,0534 -32.03 0.00 0.00 0.00
0.053 -0,0534 -32.03 0.00 0.00 0.00
0.053 -0.0534 -32.03 0.00 0.00 0.00
0.053 -0.0534 -32,03 0.00 0.00 0.00
0,053 -0.0534 -32.03 0.00 0.00 0.00
0.053 -0.0534 -3203 0,00 0.00 0.00
0.053 -0.0534 -32,03 0.00 0.00 000
0.053 -0.0534 . -32.03 0.00 0,00 0,00
0.053 -0,0534 -32.03 0.00 0.00 0.00
0.053 -0,0534 -32,03 0.00 0.00 0.00
0,053 -0.0534 .32.03 0.00 0,00 0.00
0.053 -0.0534 -32.03 0.00 0.00 0.00
0.053 -0.0534 -32,03 0.00 0.00 0.00
35
35
35
35
35
35
35
35
35
35
35
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
395
453
452
433
408
383
360
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
-
-
-
1.25
1.25
1.25
1,25
1.25
1.25
1.25
1.25
1.25
1.25
1,25
1,25
1.25
1.25
1.25
1.25
1,25
1.25
1.25
1.25
1.25
1.25
1,25
1.25
1,25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1,25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1,25
1.25
1.25
1,25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1,25
1.25
1,25
1.25
1.25
1.25
1.25
1,25
1.25
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
000
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0,00
0.00
0.00
0.00
0.00
000
0.09
0.23
0,23
0,18
0.13
0,07
0,01
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0,00
0,00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
000
0,00
0,00
0,00
0,00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0,00
-
-
-
-
-
-
-
-
-
1930,00 0,000 0.000 0.00 0.00 10.88
1840,00 0000 0.000 0,00 0.00 10.88
1950,00 0.000 0,000 0,00 0.00 10.88
1960,00 0,000 0,000 0.00 0.00 10.88
1970.00 0.000 0.000 0.00 0.00 10.88
1980.00 0.000 0.000 0.00 0,00 10.88
1990.00 0.000 0.000 0.00 0,00 10.88
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0,053 .0,0534 ,32.03 0.00 0.00 0.00
0,053 -0,0534 -32.03 0.00 000 0,00
0,053 -0.0534 .32.03 0.00 0.00 0,00
0,053 -0.0534 -32.03 0.00 o.ao 0.00
0,053 -0.0534 -32.03 0,00 000 0.00
355
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43379
Center Infiltration Pond Depth
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-+.. Series1
" Series2
100.00 300.00 500.00 700.00 900.00 1100.00 1300.00 1500.00
Time (Minutes)
-------------------
Center Infiltration Pond Inflow and Infiltration Rates
0.350
0.300
U; 0.250
LL
o 0.200
-
~ 0.150
o ".~,.
ii: 0.100 ~." ~ ""',," ""'" j , Series2
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-100.00 100.00 300.00 500.00 700.00 900.00 1100.0 1300.0 1500.0
000
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~ Series1
Time (Minutes)
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