HomeMy WebLinkAboutApplication APPLICANT 8/14/2008
66/66/2668 18 28
5419953836
Gl..JARANTV RV
PAGE 63/63
CIty of Spnngfield
Development S~ices Department
225 Fifth Street
Springfield, OR 97477
Site Plan Review
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~oIic:ant Name. 8.''J h h ~I M. M o...<t ('..; e/d
Cqmpanv, A-NtJ [; Ma', L L C 1 ""x;
Address, Cf:..1J,S, ;L'8~f ~ri';1F,'eld C)/". C( 7477
~limnt'SReI),.~ 1)A;'.HfI I\JlrH-f11 S Phone:3.44--2.2..tc...
Comoanv, h,rJFIt: 'v.Jk~T C^Y.:..l~llUJ..Y.::. 'TJ.k:... Fax, 34-4--7~R
.Addressl.-:"'=IO {"'~o2E. (..cr:;lf'. . f.:UGFA.11= . ~ "'II ~ r
iF ...-.'Ow......,Ah/tJ G: Ma,- LLC Phone,'14(PU3J7
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IComuamr. PI- rJ N.c I'V\ a. r L /.- C. Fax:
IAddress; Od.r .5. j,X'd, <;+, <:'Dr-'A)qf-,el,.J CY(--, q7LI77
!ASSESSOR'SMAP NO, ~-03-ollo\M'*' TAX lOT NOeS). 2-00.
Ip. -... ,Jluldreq, cr...), I S, )..)( u-c; +. g-Pr,' AleC {!./ e/J [Jr C?7 477
1st.. or PruDeI'M \. I o. Acr.... 'IXr SGuitre Feet n
IProoosedNameOfProiec:t1 s.,)"x-di fYI'IV; .s4<'lrao-t'~
I~~:", sf ,,""'.... '"""" '" Ill" Ibrm bv han(l. .-___...... """""'" deIalptlcn "'.... ...,-..
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INew Emoe....i_ Surface Coveraae (Including Bkla. Gross Floor Area): 24. '160 sf
151 res: Please sf n and nnt our name and date In the a bo:~ on the next 0 e.
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Associated ADPIIc.._:_..~. ~ Vlf, - m:::, ~ (OV1
Ipre-SUb~NO..:?L~-&;l;41- Date; R_iewedbv: ... _
ICase ~.: OP C 2<;<i)q,~ Daw, & IN/o'& I Reviewed by; ~
I I.... '5 ,0 I -el
A . . r - .-. -. 02.2 - TechnIcal Fee, .6 (- P_"e Fee, $1 fd)
ITOT~LfEES'~ II. '13? )0 PROJECTNUMBER,Pf\;7-^tl<b-~
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Date Received
,
AUG 1 4 2008
I
l Ori~ina' Submittal
JUN-6-2008 FRI 10'24AM 10'
PA(.;F',
66/66/2668 18:28
5419953836
Gl.JARANTY RV
PAGE 82/63
Pre-Submittal
Owner:
The undersigned acknowledges that the infOnnalion in this applicatJoo is correct and accurate for scheduling ot the
Pre- Submittal Meeling,
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St9natu~' ,
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, Submittal
Date: (Q q 4f;?
I ~" ~~.. this application to lie complete tor submittal to the oty. Conslstent with the completeness check
,..:'., ,~on this application at the /'re.subm_1 Meetlng, lemon th., Information ldentlrled by me City as
..~~ry fOr ...~........;ng the application Is provided herein or tile information Wi/l not be Pf'O\Ilded If not otherwise
CXl~lned within the submittlll, and the CIty may begin .,. _~:ng the application With the information as
submitted. ThIS':'.._ _.1 ser\IO!S as _n notice pursuant tD thQ ""Iulrements of ORS 227.178 Ilettl>inlng to"
complete application.
Owner: ~
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Date Received:
AUG 1 4 2008
Original Submittal
Revised 1/1/08 Holly Mamrien
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JUN-6-2008 FRI 10:24AM ID:
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CITY OF SPRINGFIELD
VICINITY MAP
DRC2008-00057
921 S 28tb Street
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t Date Received:
.> AUG J ~ 2008
OrigInal Submittal
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Map 18-03-01-00
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Tax Lot 206
North
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Date Received:
AUG 1 4 2008
DATE JUNE 2008
PRELIMINARY
Original Submittal
p~ 'hJea &~, 1~,
3610 GOODPASTURE LOOP EUGENE OR 97401
POBOX 70026 EUGENE OR 97401
PHONE 5413442215
FAX 541 344.2318
Mlm-Storage Warehouses
South 28th Street, Spnngfield
Pre-Submittal Narrative
The applicant IS proposmg a mlm-storage warehouse facility located on South 28th Street,
(tax map 18-03-01 Detail Map No I tax lot 206) m Spnngfield, Oregon The parcells
currently vacant To the best of our knowledge all of the necessary submittal
reqUirements for the pre-submittal review have been met With the followmg exceptions
RlIzht-of-Wav AoorOlu:h PermIt aoolteatwlll.
The property has no frontage on an Oregon Department of TransportatIOn nght-of-way
Traffic [moaet Study:
A traffic Impact study was not prepared for tlus sIte The proposed development WIll not
produce more than 250 vehIcle tripS per day
Date ReceIved:
AUG 1 4 2008
Original Submittal
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Aftt,.r Recordmg Return To
We,lcrn Plolllcr llllc Co
PU Box 10146
ElIgUle, OR 97440
Division of Chle' D~r~LY Clerk
Lane Coun1y Deeds and Records
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$31.00
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l';7783120050JI95~1J0200~6
03/2112005 03:25:28 PM
RPR-DEED Cn1=1 Sln=4 CASHIER 02
$10 00 $11 00 $10 00
After recording retum to
Ann-Mar, LLC
240 West K Street
Spnngfield, OR 97477
Until a change IS requested all tax stllemenls
shall be sent to the fOllowing address
Ann-Mar, LLC
240 west K Street
Spnngfield, OR 97477
Ale No . mendtest (mmm)
Date March 07, 2005
WPT 7199-537893-C
STATUTORY WARRANTY DEED
Kenneth R. Mayfield and Melinda M. Mayfield, as tenants by the entirety, Grantor, conveys and
warrants to Ann&'tar, LLC an Oregon Umlted Uabllity Company, Grantee, the follOWing descnbed
real property free of hens and encumbrances, except as SpeCIfically set forth herein
Parcel 2 of Land Partibon Plat 97-PI030, Lane County Oregon Plat Records, in Lane County,
Oregon.
This property is free from liens and encumbrances, EXCEPT:
1 Covenants, conditions, restnctlons and/or easements, If any, affecting title, which may appear In
the pubhc record, including those shown on any recorded plat or survey.
THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN
VIOLATION OF APPUCABLE LAND USE LAWS AND REGULATIONS BEFORE SIGNING OR ACCEPTING
THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITlE TO THE PROPERTY SHOULD CHECK WITH THE
APPROPRIATE OTY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES AND TO
DETERMINE ANY UMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN
ORS 30 930
The true conSideration for thiS conveyance IS $61,500 00 (Here mrnply wllh requllements of ORS 93 030)
Dated thIS xl day of
MAer Ii
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Page 1 of 2
,20 {)S"
Date Received:
AUG 14 200B
Original submittal
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APN 161506P
StalulDfy WaITilnly Deed
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File No mendtest (mnvn)
Date 03/07/2005
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KeoMM -"7 -'V 0/ ~Od' M "'yti.. A
STATE OF Oregon
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County of Lane
This mstrument was acknowledged before me on thiS .::?.L day of {VI PrR.L It . 20 () f
by Kenneth R. M~yfield and Melinda M. Mayfi~'d
'0fHlAALS8\I. ""'-'./ Yh ~
. LYNNEM.CLOUSE
NOTARYPUauc.oREGON Notary Public for Oregon
COMMISSION NO 367959
MYCOMMS--<1lPIRESMAY92007 My commISSion expires.
- .
Date Received:
AUG 1 4 2008
Original submittal
Page 2 of 2
JU~ 11 2008 I 12PM
EV' 'REEN LAND TITLE CO
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T1TL( INSURANCE S(RVICES . ESaOW CLOSINGS
NO 5717
P 2
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1651 CENHNNIAL BLVD . SPRlNGRELD, OR 97477
P.O BOX 931 . SPRINGFIELD, OK 97477
PHONE- 541 7411981
fAX 541 741 0619
875 COUNTRY CLUB RD . EUGENE, OR 97401
P.O BOX 10211 . EUGENE. OR 97440
PHONE' 541 687.9794
FAX. 541 6870924
~
June 11, 2008
Our Order No ELT-55704
PRELIMINARY TITLE REPORT
Koleta Mayfield
240 West oK" Street
Springfield, Oregon 97477
Estimated Premium for.
PARTIAL BILLING
$200 00
TOTAL
$200 00
Dear Koleta.
We are prepared to issue on request and on recording of the appropnate documents, a policy or
polICies as applied for, With coverages as indIcated, based on this preliminary report
LEGAL DESCRIPTION:
Parcel 2 orLand Partition Plat No 97-P1030, Lane County Oregon Plat Records, In Lane
County, Oregon
ShOWing fee sI1Ilple fide as of June 4, 2008, at 8 00 a.m , vested in
ANN & MAR, LLC,
an Oregon lnmted liabIlIty company
Subject only to the exceptIons shown herem and to the terms, conditions and exceptIons
contaIned m the polIcy form No liabIlIty is assumed until a full prenuum has been pwd.
Date Received
AUG 1 4 2008
Onglnal Submittal
CONTINUED
-- "IN OUR BUSINESS YOU MATTER MOST"
www "" ',:,,,~ ~':.lIlandbtle com
JUN 11 2008 1 12PM
EV'"^REEN LAND TITLE CO
NO 5717 P 3
ELT - 55704
Page 2
SCHEDULE B
GENERAL EXCEPTIONS
I Taxes or assessments which are not shown as exiSl1llg lIens by the records of any taJung
authDnty that levJ.es taxes or assessments on real...,...".;" or by the public .~~..:s, proceedmgs
by a public agency wloch may result in taxes or assessments, or nonces of such proceedmgs,
whether or not shown by the records of such agency or by the public records.
2 Facts, nghts, Interests or ciauns wloch are not shown by the pubhc ,,,~,Js but wloch could
be ascertained by an inspectIOn of the land or by making inqwry of peISOns m posseSSIon
thereof.
3. Easements, or claims of easement, not shown by the public ...~. ds; reservations or
excepllons In patents or In Acts authorizing the issuance thereof; water nghts, clauns or nt1e to
water
4 Any encroachment (of existmg improvements located on the subject land onto adjOlmng
land or of existing improvements located on adJonung land onto the subject land),
encumbrance, violation, variation, or adverse ClICumstance affectmg the title that would be
dlsclosed by an accurate and complete land sWYey of the subject land.
5. Any ben, or nght to a lien, for servtces, labor, material, equIpment rental or workers
compensatIOn heretofore or hereafter furnished, IIII.JlOsed by la.wand not shown by the public
records
CURRENT EX"J!.r nONS
6 Rlghts of the public and of governmental bodJes in and to that pomon of that portion of the
preIIIlSeS herem described lymg below 1he logh water mark of Millrace and the ownership of
the State of Oregon in and to that porllon lymg below the logh water mark thereof
7 Any adverse chum based upon the asserllon that the local1on of Ml.llrace has moved and that
any pomon of the subject Y'''>,''';) has been created by arl1fictal means or has accreted to such
pol1lons so created, or based on the proVisIOns ofORS 274 905 through 274.940
Date Received:
AUG 1 4 2008
CONTINUED
Original Submittal
JUN 11 2008 1 13PM
EV'-^REEN LAND TITLE CO
NO 5717 P 4
ELT - 55704
Page 3
8. Notes as shown on the ....._..:ed Land Partition Plat as follows
(a) An easement eXists to construct and m~lntall\ a reservou, water lines, a pump station and
power lines for the benefit of Rosboro L1lIDber Co. on a presently undefined system running
Northerly from the MIllrace to the Rosboro manufacturing plant North of the Southern Pacific
RaIlroad nght-of-way. Refer to lII51rument Recorded July 29, 1939, Book 200, Page 522,
Reception No. 75444, Lane County Deed Records No such structures exIst on either Parcell
or 2 but they were a part of the tracts descnbed m Said easement
(b) Water Lme Easement, m favor ofMountam States Power Co, Recorded August 20, 1947,
Book 354, Page 247, R.ecepbon No. 46828, Lane County Deed Records, referred to in tIns
document is not defined by a map attached thereto
(e) No bwlding, structure, tree, shmbbery or other obsttuetion may be placed on or m a public
utility easement
9. Leases, 1f any, to J D L Investments,lnc as disclosed by Lane County Assessment Records
10 Leases,1f any, to Spnngfield Auto Recyclers as disclosed by Lane County Assessment
Records.
11. Deed of Trust and ASSIgnment ofR.ents and Leases, including the terms and Pro\llSIOns
thereof, executed by Ann & Mar, LLC, as OrllDtor(s), to U.S Bank Trust Company, N A ,as
Trustee, for the benefit of U S Bank N A , as Beneficlll1}', Recorded February 25, 2008,
ReceptIOn No 2008-010196, Official Records of Lane County, Oregon, given to secure
payment ofa Note for $200,000.00
NOTE' Taxes, Map No 18-03-01-00-00206, Code 19-00, Account No. 1615069,2007-2008,
$2,002.13, pmd m full
NOTE. The address of the property to be msured herein IS: 921 SOUIH 28TI1 STREET,
SPRINGFIELD, OREGON 97477
NOTE A JUDGEMENT/LIEN/BANKRUPTCY SEARCH was done for the name(s) ANN &
MAR, LLC, and as of June 4, 2008, none were found.
NOTE AB of June 4, 2008, there are no lIens for the City ofSpnngfield.
NOTE Taxes, Map No. 18-03-01-00-00206, Code 19-00, Account No. 4242176, 2007-2008,
:n,069 50. pmd in full (Manufactured Structure - Personal 7 .~y...I- ABsessed to J D L
In\lestments, Ine )
Taxes, Map No. 18-03-01-00-00206, Code 19-00, Account No. 41l3104, 2007-2008, $164 15,
paid 10 full. (Manufactured Structure - Personal r _~y",,;/- Assessed to Spnngfield Auto
Recyclers)
INFORMATIONAL NOTE: EVERGREEN LAND lTILE COMPANY FINDS NO NOTICE
1) 'II
OF RESCISSION RECORDED IN TIrE LAST.~ MONTHS
, ' , 1, ~ I. ' Date Received:
C'ONTlN,UED
. }'l\-', ,/
1}'
AUG 1 4 2008
Original SubmIttal
,
,
JUN 11 2008 I 13PM
EVr"^REEN LAND TITLE CO
NO 5717 P 5
ELT - 55704
Page 4
INFORMATIONAL NOTE' The v_.v~; vesting deed and all changes back to the deed wlnch
vests ownership 24 months ago are as follows
WARRANTY 1.1= RECORDED March 21,2005, FROM KENNETII R MAYFIELD AND
MELINDA M MAYFIELD, AS TENANTS BY THE ENTIRETY, TO ANN &, MAR, LLC,
AN OREGON LIMITED LIABILITY COMPANY, REl,.cr uONNO 2005-019521
Very truly yours,
EVERGREEN LAND TITLE COMPANY
HOME OFFICE
I~
By;
Jeffrey 1(. Walker
AdVISOry TItle Officer
CC Pacme West Engineers, lne
Attn DaVId Nichols (Fax No, 344-2318)
NO LIABILITY IS ASSUMED HEREUNDER UNTIL POLICY IS ISSUED AND
PREMIUM PAID, IF FOR ANY REASON TIffi REPORT IS CANCELLED, A MINIMUM
CANCELLATION FEE OF $200.00 WILL BE CHARGED
Date Received.
AUG 1 4 2008
Original Submlttpl
JUN II 2008 1 13PM
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Date Received.
AUG I 4 2008
Original Submittal
LO co 9L d\II'l 335
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STORM SEWER STUDY
FOR
S. 28th STREET MINI-STORAGE WAREHOUSES
DATE: 6-2008
REV. 7-2008
Prepared By
P~?Om ~ 'lite.
P O. Box 70026
3610 Goodpasture Lp
Eugene, Oregon 97401
Tel 541-344-2215
I EXPIRES' 12-31-2008 i
Date Received:
AUG 14 2008
Original Submittal
? () Sax 70026
3610 o/M;(j.Mfm.c .I!(}fJf.,.
E("}CifC O~ 97401
'2)(,"',54/-344-22/5' ?a.54/-344-23/%
7'''9< / 'I 4
GENERAL INFORMATION:
. lli
TIns study IS prepared for the proposed mirn-storage wareholISes on South 28 Street
The storm sewer system for the site will be designed m evuivuuance WIth EDSPM
Chapter 3 and 4 In ad<btton, the City of Portland Stormwater Management Manual WIll
be used to deSign for water quality Generally, the site will utilize grassy swales and
"Ramgardens" for the stormwater treatment and <bscharge
BecalISe the site adjoms the MIll Race and mcludes a FEMA 100-year flood zone and IS
an Industnal zoned y,vy<-uj over 1 0 acre m Size a Mid Level Development Study must
be completed as mdlcated on the included Stormwater Management System Scope of
Work
mSTORIC SITE RUNOFF:.
The site IS 1 10 acres m Size Currently, there IS ayy,v.Jmately 16,590 square feet of the
site that drains m an eastward directton and eventually mto the roadside <btch along South
28lli Street The roadside <btch drams mto an existing 18" culvert located along the east
Side of the property The existing culvert d1scharges mto the Mill Race at the locatton
shown on the plans The remammg portion of the nmoff from the site consisting of
"t'y,v.illIlately 31,326 square feet of area, drains in a westerly direction overland and
d1rectly mto the Mill Race.
PROPOSED SITE RUNOFF.
Based on the Histonc site nmoff condlttons prevIOlISly diSCIISSed, the proposal for
<bsposal of stormwater from tins Site is as follows
It IS my understanding from <bsclISsions with city staff that no new discharge points WIll
be allowed mto the Mill Race unless they currently exist. As previolISly noted, there IS an
eXIstIng 18" culvert that drains a portion of the property and a portIon of South 28lli Street
and discharges that nmoff d.rrect1y into the MIll Race. TIns site proposes to contInue to
lISe this culvert to convey 16,260 square feet of new impervlOIIS site nmoff and 5,445
square feet ofpemolIS area (swale area & undeveloped nght-of-way) to the Mill Race
AyywAlIIlately 17,511 square feet of the Site runoff will contmue to flow as It histoncally
has WIth no disturbance or grade changes (tins area is mainly Inside the 50-foot npanan
setback)
The remamder of the site which consists of the imperviOIIS areas from the roofs of
Bwld1ngs "A", "B" and "D" is 8,700 square feet will be directed to "Raingardens"
There IS slightly more sitt: area flowing to the 18" culvert than the lustoric con<btton. I
believe that by takmg 8,700 square feet of ground that currently flows m a westerly
dIrectIOn into the Mill Race (roof areas of Buildings "A", "B" & "0") and putting this
nmoff mto the "Raingardens", the Impact by stormwater nmoff to the Mill Race is
reduced
P 0 crO.1. 70026
36/0 tjood~(~n; -!()l)j.
&*}cm; O'l? 97401
'Z'J/wc54/-344-22IS.7a1.541-344_23/5'
Date Received:
AUG 1 4 2008
Onglnal gijl)M1ftlll
ROOF DRAINS:
The roof areas from Bmld1ngs "A", "B" and "D" which IS 8,700 square feet of area WIll
be dIrected mto "Ramgardens" so there is not any direct <bscharge mto the Mill Race
The roof drams d1rected to the "Ramgardens" from Bmld1ngs "A", "B" & "D" will not
reqUIre pre-treatment
The roof area from Bmldmg "c" which is 2,200 square feet will dram to the grassy swale
along S. 28lli Street. TIns swale has been sized to accept the nmoff from all of the paved
area, which is 14,060 square feet and the roof area from Bmld1ng "c"
Runoff CalculatloD_~
y, of Bmldmg "A" & y, of Bmldmg "B" "Ram garden"
The "Ramgarden" deSign for the roof area will be completed per the City of Spnngfield
Std. Dwg 4-19 and 4-22
Build1ng "A" Y, ofroof area = 2,100 s f.12 = 1,050 s f
Building "B" Y, of roof area = 4,000 s.f /2 = 2,000 s f
Infiltration rate =2 0 mIhr TIns will be field venfied prior to Fmal Site Plan approval
V Old ratIo of Me<bum =0 3
Runoff. min. 0.25 m /hr. per Std Dwg 4-19, Use 0.5 in.hr
"Ramgarden" depth = 1.0'
A= 1,050 + 2,000 [(0.5)/12] - 0.3(1) = 424 s f
Drawdown Trme = 3,050 [(0.5)/12] - [2(11.6)+2(39.5)]1 x (1212)= 7 5 hrs OK
BmldIDg "C"
See PAVING sectIon below for roof nmoff from Buildmg "c"
y, ofBUlldmg "A" & y, ofBuIldmg "B" & BUlldmg "D" "Ramgarden"
The "Raingarden" deSign for the roof area WIll be completed per the CIty of Sprmgfield
Std Dwg 4-19 and 4-22
BUlldmg "A" Y, of roof area = 2,100 s.f /2 = 1,050 s f.
Bmldmg "B" Y, of roof area = 4,000 s f./2 = 2,000 s.f
Bmld1ng "D" roof area = 2,600 s f
Infiltration rate =2 0 mIhr. This WIll be field verified pnor to Final Site Plan approval
VOId ratio ofMed1um =0.3
Runoff min 025 m.Ihr per Std Dwg 4-19, Use 0.5 in.hr
"Ramgarden" depth = 1 0'
A= 5,650 [(0 5)112] - 0 3(1) = 785 s f
Drawdown Trme = 5,650 [(0.5)/12] - [2(17 8)+2(46)]1 x (1212)= 11.0 hrs OK
P 0 SOJ. 70026
3610 900dj.a.,..tm.e ..!orJl-
&<<9t:ffC 07< 97401
7'1",54/-344-22/5' ?a. 54/-344-23"
Date Received:
AUG 14 2008
OrlQlnatSebllllttal
PAVING:
There IS a total of 14,060 square feet of paved area on the site that WIll discharge to the
grassy swale located along S. 28lli Street and south of the buildings In addiTIon, the
grassy swale was SIZed to mclude 2,200 square feet of nmoff from the roof of Bwlding
"C". The total area <bscharging mto the grassy swale IS 14,060 + 2,200 = 16,260 square
feet The swale IS SIZed accord1ng to the City of Portland Stormwater Management
ManuallISmg the "SImplified Approach" method
The City of Portland Stormwater Management Manual reqUIres the following square
footage of grassy swale 16,260 (0 10) = 1,626 square feet of grassy swale reqUIrement
The actual area of the grassy swale is 1,750 square feet
The grassy swale IS SIZed for the water quahty storm event per the CIty of Portland
Stormwater Management ManuallISing the "SimplIfied Approach" method. The swale IS
more than adequate in size to convey a 25-year storm event based on the calculattons
above
PIPE SIZING FOR THE 2S-YEAR STORM EVENT:.
PaVilll! Runoff
25-year storm event is [Tc=1 1 min.] = 0 44 cfs (See mcluded analYSIS from "HydroCad"
software program)
Pipe size reqUIred to pass 25-year storm at 0.3% slope (n=O.013) = 8"
Use 10" pipe from the swale to new stonnwater manhole.
Roof Area Runoff
Check worse case which IS Y, of nmoff from Buildmgs "A" & "B" roofs
Runoffarea = (2,100 s.f + 4,000 s f)/2 = 3,050 s.f
25-yr storm event is [Tc=1.5 mID.] = 0.08 cfs. (See mc1uded analYSIS from "HydroCad"
software program)
PIpe Size required to pass 25-year storm at 0.3% slope (n=O 013) = 4"
Use a 6" pipe into the "Raingarden".
AnalYSIS of the downstream system is not reqUIred as indicated on the Stormwater
Management System Scope of Work completed by Matt Stouder. I have mcluded a copy
for reference Date Received:
p () S", 70026
36/0 tj(l()d'-4.!tu~ L,,()e
&"9'" c ();ii? 97401
'P10fft'. 54/-344-22/5" 7t'U 541-344-2316
AUG 1 4 2008
Onginal Submittal
7'a9' 4 " 4
04/17/2008 10 46 FAX 541 736 1~.'
CITY OF SPRINGFIELD PW
1i!J002
'-
PUBLIC WORKS DEPARTMENT / r:DglJl~'" Ing D.Vl.JUII
1-"" (541) 736-IO~\
STORMWATER. MANAGEMENT SYSTEM SCOPE OF WORK
- (A"", ft~ltJW thIS fiJ'~rrll"" au' ft" APl'tlctull) -- 1
(Plea.m ""UrH 10 Mfln ['C<. ".:., @Ci<y of SprUlgti~ftl Public "'or'" Ent:'''Ull''t:. Fax: /I 7fJ6-fO:U. Phtm~ II 7.16-10.15.) I
Projut N"me, .-S. 2~ 5;[ I'oI/J.'1 -s,r~e.ApplieaDt: .\:?^'-\ 1.." "-ll.c-lrl-r. L < j
AssessorsPareel#: '~3-0~ ~bi..LM~Date: .4- -I c.. -O<;!:
LandUse(s)~*,~ _ \..0 Pbone#: ~4-~-'2-2..IJ? j
ProJectSize(~'Iq""1- /, /0 ~ecs Fu#: ~? 4-4- -?- 5 I P-:> J
APproLlmpervioWlArea:.Z:b~ EO.F Email: ~aV~il'JEEJ2Jkc..?~a>~
Project Description (Include a copy of Asse.sor's map): -.. I.j =ii
CeK:;ST..e.a.r /1f;;o;-~r~At::.ti.. ~~ VIUI/s. ~bS /fSsa:./;fn:D J
,,~ ~tEt...H-Y.5 ~ A-'-'/"fE"'.-e ~. 5-(T~ is ~r~,;r-C..rJ
. m~ /"11,'rt- ~ rl.~l) A-v .z.+,/J".eDVeM60T'5 ~G" TO ~ Ce:!
WiYJ/;:t) 5"0' ,c.l!D/fA or""; 70~ t!JF' 77fE B4AJ~.
Dnmage Proposal (Pubhc CODnectJon(s), dIscharge IDCation(s), ale Attacb additional &beeCh) ifnece~
..?';(~ :5~S ~I ~~77a.u .P~ 7C) ~ A!!UI-JCJF'r
4-~rot>>€.D.:z:::.uro me. /'1')/t-t- "<!A:Ce.., ~ ~6 ~:pc;l)~ SCl't:.5
6U1"?7t.Bu;; ran!. ~~o,u. ~:U6 UJ'U- UE:1fJFY ~5f.B..'?,.7V
,.(A-:r4::O::;
Proposed StornnuteJ- Des. Manltgement Practil:cs:
V~~ ..:P<:JI7~~OAJ .-:5W-"tL.E BrlsliU ~ ;:'~ :;;~Wf-~
.h7t'11t/~ BUr ~utt...
-- Itr: " II,is intI! IJlt!d rtUf the aI/II Rt:tu,lIl!tl to I1le A OI'l:dQfl__
(A' (l mUlrmlll1l. ofl6())C/3S ch~cked t,. Ih. Cft)' on Ihe f~on/ and back Oflhls .h~1 4/'0/1 be .ubmlll~d
for 0" oppJ":t1Ilo,, 10 6. CtJmple/e fO.f'slIb",,"al, ai/hough otho. req""'."'enl8 mtlY be ".ceUQry )
Drain-a'!e Stndv Tvge (EDSPM Sedlon 4.03.2): (Note. VB may be substituted for Rational Method'
o Small SIte Study - (use Ratiooal Method fur calcuJalions)
II Mld-tevel Development Study - (use Umt Ryclrograph Method for ....cllla1lOn$)
o Full Drainage Development Study - (use Unit H~ .:.......ph Method mr caJcuIalions)
EDVl~nmeatal ~ -.. .01" .J~',", ~:.
IiiI Wellhead Zone 2n .q, It~,. Zo......1!!:" . H""tIlS1de Development. f'J lA-
M W~t1lllldl&parian. ~.\\1i?..,.,~\.....,~J...~;)," FloodwaylPloodplam; ~1"\""~7.._.A
II Soil TyPe: .2.C\.-("Io,,~ ~\.....__ III OtherJunsdictions ~ __
Dow80.......... Analnis: .
. N/A
o Flow ltne for starting "'ater surfilce elevation'
o Design HGL to use for startwg water surface elevation
o Manholel.1unction to take analYSIs to
R~h.rn 10 M..tt Stouder I'ir) CQLof"Sprindi~ld, CIIUliJ; mstoaderYiict,sPrio2field.or.us. FAX: (541) 736-1021
!Date Received:
ReVIsed 1/1/06 Molly "'arkarlan
Zd
B~EZ 1m:
AUG 1 4 2008
9 allO
SIOIp'N epuaJ8
dSZ"VO BO 9 ~ JdV
Ongmal Submlttl'l
04/17/2008 10 47 FAX 541 736 1001
CITY OF SPRINGFIELD PW
raJ003
COMPLETE STUDY ITEMS l FQ'OffiQuoIU"'('llY ~~
* Based "pan 'he rnformulwn pr()1)/deti on 'he front of this sheet. l/re fol/ow,ng "presenl.f II ",1..lmlllll qf what Is neededfOt an
appllcQ{ton to be. c-omplerefD" srdJmlllal with ,.UptzCllO c/,omagt!; howevttY. /Jus 11SJ should /tOt ha rut!J m I,ea qfrho Sp,mgfislJ
Dell~lopmenl Code (SDC) or the Crty', Engmeermg DUlgn Manual ComplIanCe \9f.th drUIl requuements dotu not con~tttule s,'e
apprQVa4 4d4dlonal SIEe sper:lfic mfoTfnlJ/lon mqy be requITed. Note Upon scoP"'K shes SlIbmlttll4 emll,. COII/pleted fonn h=
been stgned '" Lhe sp"". prOlllded below
laterirn Doslllb Standards/WoleT Quality (l1DSPM Cllapter 3)
!!!g'd N/A
· 0 AU non-bulldmg, , "L, lNBR) lDlJ>6"YioWl swillee. sball be pr _ __ _ .,.J ("-I:- mu.ln-cllambered catchbasin w/oll
filll'l1bon medla) for stomrwater qualily. AddillOoally, a mlnimuDl of SO.,.. of lite NBR lIlIperVlOUS surface shall be
treated by vegetated methOds
o WhCle requlr-crl, vegetaDve stormwater deslgD shall be COl1'lI_ wJtb IDteom cleslgu standllTds (EDSPM Secl10n 3.02),
set forth by the Bureau oCEnvlTonm"lltaJ SeTVIces eBBs) .... Clean Water Se,.,= (CWS)
~ J 0 f1
. For new NBR nnJ)erVloDs _a ""'" than 1.5,000 square folll, a Slmpbfiad de91gJ1 approach DUly be Onowed as spaclfied
by <he RES for ...~,.: t'n_
o If a stOnnWater treatmant S"'le is proposed, sublllir ca]cullltIonslspectfications fur SIZIIJg, velocIty, f1o\\, side slopes,
bottom slope, and seed IDIX conSIStent WI1h erthar BSS or CWS require_
D Watw QuaUey calculallOllS as reqwr-ed1l1 SeCba:l3.03 IOflheEDSPM
&II 0 All building rooftop mounted equipment, Or other tllad CODlallllllg eqwpment located OUtsIde oCtile building, shall
be Provided "ith secondary COl1lIlllllllCOl Or welltber resIstant enc;losure
Geuenl Sludy Requirements (ElIsPM Se...on 4.03)
:: 0 Dl"llJnagl: study ptepared by a ProreSSlonal ClVIl Engmeer lJc;cnsed in the state oCOn:gO)l
o . A complete drainage study, as 'eql1lreCl in EDSPM Section 4 03 I, IOdnding a h).':'..;.""callllUdy map
o Calcu/Btlons shoWIng system ca"""oty for a 2-year stonn eVllIll and overflow effecls of a 25-year stOrm event
o . The fIme of COD._..~~~on (Tc) Shall be d..__.,"<I usmg a 10 IIWIUte s1arI lime for developed basDlS.
Itcvlew of DownstreQm System (EDSI'M Section 4.o3.4..C)
o II A down!ll\"eam dnunage analySIS as descnbed 1D EDSPM Section 4 03 4 C 01>-$lle drainage shall he governed by lbe
Oregon Plumbing SpecIalty Code (OPSe).
o . E/evallOQ:i oflbe HGL and flow lincs for both CIty lIIIdprivate ,.,0,-" wbere appbcable
Dco.gn of Storm S)sten.. (I!:DSPM SectJo. 4.\)4)
, 0 Flow lmes, slopes, filii eleVB!lODli, pIpe type and SJZeS clearly mdiCllled on the plan sel
U . Minimum pipe co_ sbaU be 18 I""heS for relnfo""", p'pe and 31\ Inches for plam c._...,. and plas11c plpe matonals,
or proper engmeenng caJCUI.llO,", shall be plUvlded when Jess. llIe COWl" sholl be sufficierrr to support an 80,000 Ib
load WIthOut follU1e of the Pipe s/lucn1re.
o . MannIng's ",," values CDr Pipes llhalJ be COOSislellt wUh Table 4-1 oflhe EDSP. AU storm p""," shalf be deSIgned to
ac/uev.. a rnnl1mwn velocity ofthre<o (3) feel per second at 0.5 pipe tUn besed on Table 4-1 as well.
OtIftHMisJ:
J 0 E>uSimg and ,.' -...-. j contours. IOcaJed at onefboc UltervaJ Include spot elevations and site grades sbowlIIg bow <lte
dtams
· 0 P"vate stc. .-.' ~... _arnents sbalf be ch:arly depIcted on pi.... wbeQ pnvota SIOrmwater flows fr"", one property to
anomer
- 0 Drywells shall nor receIve ltIhofffrom any surface w'o beUJ&lr<:ated by one or more BMI's, wtlh rhe~llon of
resldcnnol bu.Jdmg 1'00& (EOSP Secllon 3 03 4,A) Add.1Donal ProvlS1DtlS apply w litIS as required by the DEQ .R~fer
to the webslte. WWWdPgST'A/.e Of" "'i/wq/!!rOundwaJuichome hem for Ihore Informanoo
o iii Detennon ponds shall be designed to IImll nmoffto ~developmenl "'Ies for the 2lhrough :!S-yeor storm events
.
'"
"This jilrlll shtI/J k btt:l"dt!d tIS an 1lhacbfM1U, InsitII! tJrt! ffrlnt cove" of the stlJnnlWlt", stud,
,
1
'1/lfPORTANT' F.NCINCl!;R PLEASE READ BELOW'" VD $/C;I\II J
As lheengmeer~ret ~~~ cemfy the abu <eqwred items lite cemplete and mc!uded wtlh me SIlbmrlled stormwaler sIudy dIld
pJanser:. a ,
SlgtlaIure ~ 6' Date. h -30 -02'
Cd
Date Received.
AUG I 4 2008
10 of 10
ReviSed 1/1/08 Molly Mar1<onan
e~EZ m
Onginal Submittal
SJ040IN epu"-'8
d9lt'O eo !il ,dll
183-25-yr
Prepared by Pacific West Englneenng Services
HvdroCAD@6 00 sin 001790 @ 1986-2001 Applied Microcomputer Systems
Type /A 24-hr Ramfall"'4 80"
7/1/2008.
Subcatchment Paving: paving & roof "C"
[49] Hint Tc<2dt may require smaller dt
Runoff
'"
044 efs @ 7 79 hrs, Volume=
o 145 af
Runoff by SCS TR-20 method, UH"'SCS, Time Span= 1 00-24 00 hrs, dt'" 0 05 hrs
Type IA 24-hr Ralnfall=4 80"
Area (sf)
16.626
CN Descrlotlon
98 Paved parking & roofs
Tc
(mln)
1 1
Length
(feet)
300
Slope
(ftIft)
o 0500
Velocity
(ftIsec)
45
Capacity Description
(efs)
Shallow Concentrated Flow, paving & roof'Cn
Paved Kv'" 20 3 fps
"
045-:
o 4~
035-:.
~ 03-:
CJ :
- 025--.
3: :
.2 0 2-
u.
015-:
o 1-
005-:
0- ,
2
Subcatchment Paving: paving & roof "C"
Hydrograph Plot
044cfs i
(
1- R~noff ~
~
.
4
'''-,-.' I """.. ,'.-,-,-,,",-,",',', i"','-','-1-,'".,-,,-,.. "1 I
6 8 1 0 12 14 16 18 20 22
Time (hours)
,
24
Date Received:
AUG 1 4 2008
Original submittal
183-25-yr
Prepared by Pacific West Englneenng Services
HvdroC:::AI}~? 00 sin 001790 @ 1986-2001 Applied Microcomputer Systems
Type fA 24-hr Ramfal/=4 80"
-
7/1/2008.
Subcatchment Roof: Roof Area
[49] Hint Tc<2dt may require smaller dt
Runoff
=
o 08 cfs @ 7 80 hrs, Volume=
o 027 af
Runoff by SCS TR-20 method, UH=SCS, Time Span= 1 00-24 00 hrs. dt= 0 05 hrs
Type IA 24-hr Ralnfall=4 80"
Area (sf)
3,050
CN Description
98 Paved parking & roofs
Tc
(mln)
1 5
Length
(feet)
250
Slope
(ftlft)
o 0200
Velocity
(ftlsec)
29
Capacity Description
(cfs)
Shallow Concentrated Flow, Roof Area
Paved Kv= 20 3 fps
-
J!!
u
~
009.:
o 08~.
o 07-:
006-:
005-:
004-:.
.'
003-:
002-:
OOF
Subcatchment Roof: Roof Area
Hydrograph Plot
. ,
I 0 08 cfs ,
f
. 1:- Runoff ~
==
o
ii:
.
0'" j" I'" .','.--,-.--,- I -'""'-j
-
2 4 6 8 1 0 12 14 16 18 20 22 24
Time (hours)
I'. -I '....,..j '"0""--.'-- ,,,OJ ',., . r
Date Received:
AUG 1 4 2008
Original submittal
225 Fifth Street
Sprmgfield, Oregon 97477
541-726-3759 Phone
Job/Journal Number
DRC2008-00057
DRC2008-00057
DRC2008-00057
Payments
Type of Payment
Check
LRcLLmtl
RECEIPT #,
DescnptlOn
C I Y Site Plan Review
+ 5% Technology Fee
Postage Fee Type II - $] 60
PaId By
KOLET A A MAYFIELD
&P_Q~~
~ A..
. ,. ,
:-.:
CI' 'f Sprmgfield Official ReLelpt
De,dopment Services Department
Public Works Department
3200800000000000565
1 1432PM
Date' 08/14/2008
Item Total
Chelk Number AuthorizatIOn
ReceIVed By Batch Number Number How Received
Amount Due
11,02200
55 I 10
16000
$11,73310
Amount PaId
tJ
3340
$11,733 10
$11,73310
In Person
Payment Total
Date Received:
AUG l' 2008
Ongmal Submittal
Page I of I
811412008