HomeMy WebLinkAboutApplication APPLICANT 11/7/2007
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City of Springfield .
Development Services Department
225 Fifth Street '
Springfield, OR 97477 .
Land Division Application,. Type II
Subdivision Tentative, Partition Tentative
Subdivision .Tentative:
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Jerry Casarez
1 USA Real Estate
11611 Lawnridqe Ave., Sprinqfield, OR 97477
IStaCY~alla-daY' ." "', .-'...
1 Branch Enqineerinq, Inc. ..
1 ?l? Fif.t~ ~t.,_~p~n'i1field, ,'OR 974 ?7e.
, _ . or, '.. . " ~ ... ,.'q'l.~ . 'f ; . " l-, . ' . . ,_ ........
IJerry Casarez
IUSA Real Estate
11611 Lawnridae Ave" SPtinqfield, OR 97477'
Phone:
IFax:
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Applicant Name:
Company:
Address:
Applicant's Rep.:
Company:
Address:
. i ~~one: 174~'~6;3;"
I Fax: 1746-0389
Property Owner:
Company:
Address:
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Ip~one: 1741-8721
!Fax: 1747-5401
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ASSESSOR'S MAP NO: 17-02-31-24 TAX LOT NO(S}: 11800
Property Address: 475 3'5th St., Sprinqfield, OR 97478
Size of Property: .47 Acres [g] Square Feet D
Proposed Name of Subdivision: Casarez Subdivision'
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Description of
Proposal:
This proposal is to create a 4-lot subdivision. Existing house to remain with an
Irrevocable Private Joint Use Access & Utility Easement to the proposed 3-lots.
Existing Use: Residential.
# of Lots/Parcels: 4 Avg. Lot/Parcel Size: 5,000 sf Density: 8.5
')'.~";:~. .:~.,"' "'.-".;--'- '-", ~ .:." ':"'- .:,~".'.
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dujacre I
Zoning:
Applicable Refinement Plan:
Location: City Limits D
As~ociated Applications:
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Pre-SLibmitt,jl~ _ ..
Case No.: rIUiJ07-0007rDate:
Case No.: Date:
Application Fee: $ Technical Fee: $
TOTAL FEE'S $
Overlay District:
Plan Designation:
Urban ,Growth Boundary D
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Reviewed by:
Review,~d by:
Postaae Fee:
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Revised 12/4/2006 Brenda Jones
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Steps in the Process:
1. .The Applicant Submits a Pre-Submitta(Meeting Application
The Pre-Submittal Application is mandatorY: Please refer to the Springfield Fee Schedule for
the Pre-Submittal Application fee. The submittal package must conform'to the application
completeness checklist attached to this forni. You are r,equired to submit 7 copies of the
submittal requirements packet for pre-submittal review. Pre-submittal meetings will be
conduCted every Tuesday arid Friday between 10: 00 am and noon. We will strive to conduct
the Pre-Submittal meeting within five to seyen working days bf receiving the application.
2. Applicant and the City conduct the Pre-Submittal Meeting
We strongly encourage you, the 'owner and design team to attend the Pre-Submittal meeting.
The meeting will be held with representatives from Public Works Engineering and
Transportation, Community Services (Building), Fire Marshall's office, and, the Planning
Division. The meeting will be scheduled for 30 to 60 ininutes, The Planner will provide you
with a Pre-Submittal Checklist at the end of the meeting speCifying the items"required to
make the application completeCif it isn't already complete. You will then have 180 days to
make the application complete for submitt~Land a<:ceptance b~ the City.
3. -Applicant Submits a ,Complete Application
When you have addressed all of the items on the Pre-Submittal Checklist, please submit 18
copies of the complete application to the City. A fee w.ill be collected at that time and the 120
day calendar review period will begin. When the Planner has prepared a draft land use
decision, the draft will be mailed/faxed to the applicant/owner/design team for their review.
At the applicant's request, the planner will schedule a meeting to review. the draft with
appropriate staff if certain issues need resqlution before the final land use decision is issued.
Owner's Signature
This application will be used for both the required Pre-Submittal Meeting and sUbsequent-
complete application submittal. Owner's signatures are required at both stages in the application
process. An application without the Owner's signature will not be ac!=epted.
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Date Submitted: 1//,
,
The undersigned acknowledges that the information in this application is correct and accurate for
scheduling of the Pre-Submittal!\1eeting.
Owner: ~ ("\
lignaD
Jerry Casarez
Print
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Date: II/t, I DI.
Revised I 112012006 Brenda Jones
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Land Division Submittal Requirements cheH<iist
*If you feel'an item does not.apply; please state the. reason why and attach the explanation to
this form.
1. Application fee-refer to the Development Code Fee Schedule for the appropriate fee
calculation for-mula. A copy of the fee schedule is available at the Development Services
Department. The application fee and current postage fee is collected at the time of
complete application submittal. '
2. Copy of the deed arid a preliminary title report-one copy issued within the past 30
days documenting ownership and listing all encumbrances. If the applicant is no.t the
property owner, written permission from the property owner is required.
3. One additional copy of the Land Division Plan reduced to 8'A"x,11", which will be
mailed as part of the required neighboring property notification packet:
4. Right-of-Way Approach Permit application must be provided where the property has
frontage on an Oregon Department of Transportation (qDOT) facility.
5. StorlTlwater Management System Study-four copies of the.study with the completed
StormliVater Scoping Sheet attached. The plan, supporting calculations and
documentation must be consistent with the 'Engineering Design Standards and Procedures
Manual. "
6. Traffic Impact Study-four copies of a study prepared by a Traffic Engineer'in accordance
with SDC Section 32.020(1)(c). Traffic Impact Studies (TIA) allow the City to analyze and
evaluate the traffic impacts and mitigation of a development on the City's transportation
system. In general, a TIA must explain how the traffic from a given development affects
the transportation system in terms of safety, traffic operations, access and mobility, and
immediate and adjoining street systems. ..A TIA must also address, if needed, City, metro
plan and state land use and transportatio[1 policies and objectives.
7. Seven copies of the following plan sets for the Pre-Submittal Meeting
OR
Eighteen copies of the following plan sets for Complete Application Submittal
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All of the following plans must include the scale (appropriate to the area involved and
sufficient to show detaiLof the plan and related data, such as 1"'= 30', 1" = 50' or 1" =
100'), north arrow, and date of preparation. All plan sets must be folded to 8V2" by 11" .
and bound by rubber bands for submittal.
a. Site Assessment of Existing Conditions
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[g] Prepared by an Oregon licensed Landscape Arch(te'ct or Engineer
[g] Vicinity Map . .' -
[g] The name, location and dimensions Of all existing site features including buildings, curb
cuts, trees and impervious surface areas, clearly ,indicating what is remaining and what
is being removed "
[g] Required setbacks to the proposed new property lines for existing structures to remain
on site " , .
,0\~ The name, location, dimensions, direction of flow and top of bankof all watercourses
and required -riparian setback that are shown on the Water Quality Limited Watercourse
Map on file in the Development Services Department
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Revised 11/20/2006 Brenda Jones
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[g] ThelOO-year floodplain and floodwaY,boundaries on the site, as specified in the latest
adopted FEMA Flood Insurance RateiMaps or FEMA approved Letter of Map Amendment
or Letter of Map Revision .
[g] The Time of Travel Zones, as speCified in Article 17 of the Springfield Deyelopment
Code arid d{;!lineated on the Wellhead Protection Areas Map on file in the Development
Services Department
[g] Physical features inCluding, but not I,imited to trees 5" in diameter or greater when
measured 4 V2 feet.above the ground, sig,nificant clusters of trees and shrubs, riparian
. areas, wetlands and rock outcroppings " . '
[g] Soil ,types and water table information as mapped and specified in the Soils Survey of--
Lane County, A Geotechnical Reportprepared by an Engineer must be submitted
concurrently if the Soils Survey indicates the proposed development area has unstable
soils and/or a high water table
b. Tentative Land Division Plan
[g] Prepared by an Oregon' Licensed La'ld Surveyor in accordance with ORS 92
[g] Location of all existing and proposed, easements. _ , ,
[g] Dimensions and size of each parcel and the approximate dimensio'ns of each building
site indicating the top and toe of cut and fill slopes' to scale
'[g] Location and type of existing and proposed street lighting
[g] Location, widths and names of all existing and proposed streets, alleys, dedication's or
other right-of-ways within or adjacent to the proposed land division
[g] Location of existing an~ required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox' units and similar public facilities
[g] Location and width of all existin,g and proposed sidewalks, sidewalk ramps, pedestrian
access ways and bike trails '. , '
N\ ftI Location, size and type of plantings and streeftrees in any required planter strip .
[g] Location and size of existing and proposed utilities on and adjacent to the site including
sanitary sewer mains, stormwater nianagement systems, water mains, power, gas,
telephone, and cableTV, .Indicate, the proposed connection points
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Phased Development Plan required ifredivision is proposed. The plan must include
the boundaries and sequencing of each proposed redivision. Any redivision must.
progress in a sequence promoting street connectivity between thE: various phases of
.the developr]1ent ar)'d accommodatin',g other required public imprOvements, '
c.Grading and Paving Plan
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[g] Prepared by an Oregon Licensed Civil Engineer -, . , '., .
~\rn Planting plan p'repared by an Oregon Licensed' La-ndscape Architect where plan~s are
proposed as part of the stormwater'rnanagement systelT)
[g] Roof drainage patte"rns and discharge locations .-"
[g] Pervious and impervious area drainage patterns .
[g] The size and location of stormwater management systems compOnents, including but
not limited to: drain lines, catch basins, dry wells and/or detention ponds; .stormwater
. quality measures; and natural draina.geways to be rEtained '
~ Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for
,,,.,,,..-Iand with a slope oiler 10 percent, the contour lines may be at 5 ~oot intervals)
vro Amount of proposed cut and fill", '
Revised 11120/2006 Brenda Jones
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WRITTEN STATEMENT
FOR THE
JERRY CASAREZ TENTATIVE SUBDIVISION APPLICATION,
This application is a proposal to subdivide the property at 475 35th Street (Map 17"02-31-
24, Tax Lot 11800) into four lots. Currently, the site is developed with a single-family house on
Lot 1; this residence and attached deck are,to remain. However, the driveway will be relocated
directly in front of the structure it serves, not at an angle, to allow adequate space for the .
proposed 18' driveway. The fence along the existing driveway will be removed or relocated. In
conformance with the Low Density Residential classification ofthe site and surrounding
properties, all lots will be developed with single-family residences. It is not necessary to .
dedicate any land to the city.
Since 35th Street is fully improved, no off-site improvements are necessary now or in the
future. We anticipate removal of one tree will occur during building construction on Lot 2. The
Irrevocable Private Joint Use Access easement will be 21' 'wide and will meet fire code. No fue
turnaround is required since proposed Lot 4 Will be deed restricted so that all permanent
structures must be equipped with an internal. sprinkler system as noted on the tentative
subdivision map. A Joint Utility Trench along the proposed driveway will connect sewer, storm,
water, cable, telecommunications, and power to Lots 2 through 4. The existing residential'
structure "viii continue to receive utility service directly from 35th Street.. Overhead power
located at the Northeast comer currently servicing the existing dwelling will need to be relocated
underground. The guy wire will need to be moved during construction of the driveway.
The Lane County Soil Survey shows the site as having Awbrig-Urban Umd Complex (6).
Pelmeability of this Awbrig soil is very slow.'The Soil SUrvey indicates that 'a high water table
is a depth of 0 to 12 inches from November to May. The existing houses in the: neighborhood
and the house on site were not recently constructed and none of these houses show indications of
adverse impacts from the soil. For this reason, no Geotechnical Report was obtained.
This project does not require any additional pla!J!1ing applications.
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CITY OF SPRINGFIELD
VICINITY MAP
PRE2007 -00077
475 35th Street
SITE
Map 17-02-31-24
Tax Lot 1I800
North
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TYPICAL JOINT UTIUTY TRENCll DETAIL
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NO CUT OR FILL IS PROPOSeD
AT THIS TIME.
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RESffilCTED so THIl T ALL PERMANENT
STRUC1'lmES MUST BE EQUIPI'm WITH
AN WTERNAL SPRI-R<LER SYSTEM.
2. THE DISTANCE FROM TIiE FIRE HYDRANT
TO THE' FURT/-EST POINT OF A
STRUCTURE ON LOT 3 (NON-SPRINKLED!
IS ~a9' AND LOT 4 IS 459' (SPRINKLEDI.
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PROJECT NO. ;07./23
fJle'\2007\07-123 - Jerry CQsQrez.\07-/23 TENT SUBDtvrSlON,OWG
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, JUAN IGNACIO .8.A!:-.INAS
Gl'l1Iltor'.'1 Name and AlIdress
GERARDO CASAREZ
1611 LAWNRIDGE AVE.
SPRINGFIELD, OR 97477
Gnmtee'.'1 NlIIDe and Address
~mN'LliID TITLE COMPANY
875 COUNTRY CLUB ROAD
E.UGENEc OR 97401
Unti1 a dtange is ~ lID tllx statements stlall be
sent to the roDowiag address.
SAME AS GRANTEE
Division of Chief" Deputy Clerk
Lane Counly Deeds and RecOf"'ds
2001-021484
1111111111111111111111111111111 111111111111111111 $31. 00
00902265200700274840020022
04/24/2007 02:37:37 PM
RPR-DEED Cnl=1 Sln:4 CASHIER D2
$ID.DD $11,DD $ID.oo,
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TITLENO.ELT-52B1O
ESCROW NO. ~07-13398
TAX ACCf. NO. 0120632
MAP NO. 17-02-3i-24-11800
WARRANTY DEED - STATUTORY FORM
(INDIVIDUAL OR CORPORATION)
KNOW AU MEN BY THESE PRESENTS, ThaJ JUAN IGNACIO SALINAS AND MARY FRANCES SALINAS,
HUSBAND AND WIFE, AS TENANTS BY.THE F.ll......u..o:l
hereinafter called grantor, for the' consideration herettuifter stated, to grantor paid by
GERARDO CASAREZ and CARl CASAREZ, busband and wife ,
hemlUlfter etdled grantee. does hereby gronI, bargain, seU and convej unto the said grontee and granree.'s heirs,
successors and assigns, that certain real property, with the tenements, hereditaments and appurtenances thereunto belonging
or appertaining, situated in the County of LANE andStal~ of Oregon, described as follows, to-wit: "
SEE EXHIBIT A WHICH IS MADE A PART HEREOF BY THIS REFERENCE
To Have and to Hold the same unto the Said grantee and tnmtee's heirs, successors and assigns forever. ,
And said grantor hereby covenants to and with said giantee and "grantee's hem, successors and assigns, that grantor is
lawfully seiud in fee simple of the above granted premises, freefrolll aU encumbrances except
Subject to any and all easements, rest1Utions and covenairts of recon!
and that grantor wiD wa.rrruu and forever defend the said' premises and eFery JKU1 and parcel thereof against the lawful
claims and demonds of all persons wltomsone" except those claiming under the above described encumbrances.
The troe and ~ consideration paidfor t~is transfer, statellin terms of dollars, is $ 160,000.00. .
$However, the aaual consideration. consists oj or ilu:~udes other property or Wllue given or promised"whid is (,he
whole/part afthe) consideratum (indicate which). . (The sentence between the symbols $, if not applicabk - should be
'd,leJed. See ORS 93.030.)
In construing this deed and wMre the context so requiTes, the singular inCludes the plural and all giummadcal clumges
s1uzlI be implied to mob the provisions hueof apply eqaaIly to corporations and to individuals. ~Ji .
In Witness Whereof, the gramor has executed this instrunJenl this (..., day oj 4.n ...-: .: .
200;; if G corporate grrunor, it IuJs caused its name to be signed and seal aDued by its office~horiz.ed thereto
by order of its board of directors. "
BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSmRRING FEE TITLE SHOULD INQUIRE ABoUT THE PERSON'S
RIGIITS, IF ANY, UNDER CllAPTER 1, OREGONllWS 200S .~T MEAstlRE 37 (2004)). THIS INSIRUMENT DOES NOT ALLOW USE
OF THE PROPKRTY DESCRIBED INTIIIB INSI'RUMENT IN VIOLATION OF AFPLlCABLE LAND USE LAWS AND REGULATIONS. BEFORE
SIGNiNG OR ACCEPl'lNG nus INSTRUMENT, THR.PHRSON ACQum.LN"G FEE TITLE TO THE PROPERTY SHOULD co:ECK WITH THE 30.930.
APPROJ'IUATED CITY OR COUNTY J'L,.L~G DEPARTMENT TO VERIFY APPROVED US1"~ TO DKI'ERMJl\'E ANY UMITS ON LAWSUITS
AGAINST FARMING OR FORFS'I' PRACTICES AS DEFINED IN ORS 30.930 AND INQUIRE ~OUT THE RIGHTS OF NEIGHBORING PROPERTY
OWNERS IF ANY UNDERCHAPI'ER 1, OREGON LAWS 2005 (BALLOT MEASURE 37 (2004)).
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~ JUANIGNAClO SALINAS
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. MARY FRANC~AtiN,;F
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SIATEOFOREGON,COUNTYOF ~ '!IS
, THIS~Sl'RUMl!NTW~KNO ED BEFORE ME ON Y ~ 7
MARY FRANCES HUSB WIFE, AS TENANl'S BY THE &.~
~ ---. MY""""""'. . '0.'-" O~/'3'*/JO
NOtsry PUbne for OftgOR
,20.Q2,. BY JUAN IGNACIO SALINAS AND
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IEN BDY8T
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EXHIBIT "An LEGAL DESCRIPI'lON .
Beginning at a point 281 feet South of the Northeast comer 'ofBlock I, PACKER
SUBDIVISION, as platted and recorded in Book II, Page 25, Lane County Oregon Plat
Records; running thence West parallel with the North line of said Block I, a distance of279.3
feet; thence South parallel with the East line of Block I, a distance of14 feet; thence East
parallel with the North line of Block I, a distance of 279.3 feet; thence North along the East '
line. of Block 1. a di~ce of74 feet to tb~ Point of Beginning, in Lane County, Oregon.
. ~"
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"
NOV. 2.2007 12:23PM ,eVERGREEN l.AND TITlE CO
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NO, 0775 p, 2
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'''- TITlE INSURANCE SERVICES . ESCROW CLOSINGS
- . J .
1651 CENTENNIAL BLVD. . SPRINGFIELD, OR 97477
P.O. BOX 931 . SPRINGfiELD, DR 97477
PHONE: 541.741.1961
FAX: 541.741.0619
875 COUNtRY CLUB RD, . EUGENE, OR 97401
P.O. BOX 10217 . EUGENE, OR 97.440
PHONE: 541.687.9794
FAX: 541.687.0924
November 2, 2007. '
Our Order Np.: EL T-52820
4fi1 SUPPLEMENTAL TITLE REPORT
USA Real Estate
1611 Lawnridge Avenue
Springfield, Oregon 97477
Attn: Jerry Casarez
Dear Jerry:
We are prepared to issue on request and on recording of the appropriate documents, a policy or
policies as applied for, with coverages as indicated,based on this preliminary report
LEGAL DESCRIPTION:
Beginning at a point 281 feet South of the Northeast comer of Block I, PACKER:;
SUBDIVISION, as platted and recorded in B.ook 11, Page 25, Lane County Oregon Plat
Records; running thence West parallel with the North line of said Blode I, a'distance of279.3
feet; thence South parallel with the East line of Block I, a distance of74 feet; theIfce East
parallel with the North line of Block I, a distance of 279.3 feet; thence North along the East
line of Block 1, a distance of74 fectto the Ppint ofBeginnihg, in Lane County, Oregon. '
Showing fee simple title as of October 30, 2007, at 8:00 a.m., vested in:
J
GERARDO CASAREZ AND CARl CASAREZ,
husband and wife, as tenants by the entirety
Subject only to the exceptions shown herein and to the tenns, conditions and exceptions
contained in the policy fonn. No liability is assumed until a full premium has been paid.
'.
CONTINUED
'-"IN OUR BU5INESS; YOu MATIER MOST" ___
WlW.'..vergreenlandtitle.com
NOV, 2,2007 12:23PM "VtRGREEN LAND TITlE CO
NO,0775 p, 3
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ELT - 52820
Page 2
SCHEDULE B
GENERAL EXCEPTIONS
1. Taxes or assessments which are not shown as existing liens by the records of any taxing
authority that levies taxes or assessments 011 real property or by the public records; proceedings
by a public agency which may result in taxes or assessments, or notices of such proceedings,
whether or not shown by the records of such agency or by the public records.
2. Facts, rights, interests or claims which are not shown by the public records but which could
be ascertained by an inspection of the land or by making inquiry of persons ill possession -
th=~ '
"3. Easements, or claims of easement, not shown by the public records; reservations or
exceptions in patents or in Acts authorizing.the issuance thereof; water rights, claims or title to
water.
,
4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments or other fucts
which a correct ~urvey would disclose.' . ,
5. Any lien, or right to a lien, for services, labor, material, equipment rental or workers
compensation heretofore or hereafter furnished, imposed by law and not shown by the public
records. '
CURRENT EXCEPTIONS
6. Taxes, Map No. l7-02-31-24-l!800, Code 19-00, Account No. 0120632, 2006-2007, a lien
in the aplouut of$I,175.39, now payable,
7. Easement for Construction, Reconstruction and Maintenance of Public Utilities and access
to same, granted to ,the City of Springfield, a municipal corporation, in Lane County, Oregon,
including the terms and provisions thereof, by instrument Recorded March 14, 1963, Reception
Nos. 3049, 3050 and 3051, Lane County Oregon Records. (Affects the Easterly ~4.0 feet) '-''''-,- '
8. Easement for Construction, Reconstruction and Maintenance of a Stonn Sewe~ and access to
same, granted to the City of Springfield, a municipal corporation, In Lane County, Oregon,
including the terms and provisions thereof, by instrument Recorded October 5, 1967, Reception
No. 608, Lane County Oregon Records. (Affects the Southerly 7.0 feet)
9. Easement for Construction, Reconstnlction and Maintenance ofPuhlic Utilities and access
to same, granted to the City of Springfield, a mimicipaI corporation, in Lane County, Oregon"
including the terms and provisions thereof, by lnstrument Recorded August 17, 1979,
Reception No. 79-49411, Lane County Oregon Records. (Affects the Westerly 5.0 feet)
CONTINUED
NOY. 2,2007 1223PM /"YERGREEN lAND TITlE CO
NO,0775 P. 4
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EL T - 52820
, Page 3
:1
10. Deed of Trust, including the terms and provisions thereof, executed by Gerardo Casarez
and Carl Casarez, husband and Wife, as Grantor(s), to McCarthy & Hotlhus, LLP c/o Katrina
E., Glogowski, as Trustee, for the benefit of Mortgage Electronic Registration Systems, Inc.
(MERS) as nominee for Fieldstone Mortgage Company, asBeneficiary, Dated April 12, 2007,
Recorded April 24, 2007, Reception No. 2007-027485, Official Records.ofLane County,
Oregon; given to secure payment of a Note. for $152,000.00, "
11. Deed of Trust, including the terms and proviSions thereof, executed by Gerardo Casarez, as
Giantor(s), to Evergreen Land Title Company, as Trustee, for the benefit of Jua:q. I. Salinas and
Mary F. Salinas, husband and wife, as Beneficiary, Dated April 24, 2007, Recorded May 8,
2007, Reception No. 2007-030974, Official Records of Lane County, Oregon, given to secure
payment ofa Note for $25,307.47.
12. Judgement against Gerardo D, Casarez; in favor of Barbara L. Casarez, ente~d March 11,
I999, Lane County Circuit Court Case No. 15-98-18206, in the amount of$588.00 per month
for Child Support, plus interest, beginning February 1, 1999, and modified to $409.00 per
month forChild Support, plus interest, beginning October 14,2006. ' .
NOTE: The address of the property to be insured herein is: 475 NORTH 35TH STREET.
SPRINGFIELD. OREGON 97478. '
,
NOTE: As of October 30, 2007, there are no liens for the CityofSpringfie1d,.
-. . I
NOTE: A JUDGEMENT/LIENiBANKRUPTCY SEARCH was done for the name(s) CARl
CASAREZ, and as of October 30,2007, none were found.
INFORMA TI0NAl.; NOTE; The vesting deed and changes within the last 24 months are as
follows:
WARRANTY DEED RECORDED April 24,2007, FROM JUAN IGNACIO SALINAS AND
MARY FRANCES SALINAS. TO GERARDO CASAREZ AND CARl CASAREZ,
HUSBAND AND WIFE, RECEPTlON NO. 2007-027484.
WARRANTY DEED RECORDED July 28,2000, FROM LARRY P. FRAZIER, TO JUAN '
IGNACIO SALINAS AND MARY FRANCES SALINAS, HUSBAND AND WIFE, AS
lENANTS BY THE ENTIRETY, RECEPTION NO. 2000-043417.. '
CONTINUED
;.,
NOY.2,200712:24PM
eVERGREEN LAND TIM co
, NO, 0775 p, 5
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ELT.52820
Page 4
,NOTE: SUPPLEMENTED TO UPPATE REPORT.
Very truly yours,
, EVERGREEN LAND TITLE COMPANY
HOME OFFICE
)j;lw~
By:
Jeffi:ey K. Walker
Advisory Title Officer
CC: Branch Engineering
Atln: Stacy (Fax No. 746-0389) ,
NO LIABILITY IS ASSUMED HEREUNDER UNTIL POLICY IS ISSUED AND
PREMnJM PAID. IF FOR ANY REASON TIIEREPORT IS CANCELLED, A MINIMUM
CANCELLATION FEE OF $200.00 WILL BE CH.4.RGED.
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NOV: 2,2007 12:24PM " ,eYERGREEN LAND TITLE CO
NO. om P. 7
',I
Privacy Policy Notice
As adopted July 1, 2001
Evergreen Land Title Company
Private Policy Notice
PURPOSE OF THIS NOTICE
Title V of the Grlllllri1..Leach.Bliley Act (GLBA) generally prohibits any financial institution, directly or
through its affiliates, from sharing nonpublic personal infonnation about you with a nonaffiliated third party
unless the institution provides you with a notice of its privacy policies and pnictices, such as the type of
information that it collects about you and the categories of persons or entities to whom'it may be disclosed.
In compliance with the GLBA, we are providing you with this docUment, which notifies )'OU of the privacy
policies and practices of Evergreen Land Title Company. '
.... -, .,.~.,
We may collect nonpublic personal information about y6u from the followingsoiltces:
· Information we receive from you, such as on applications or other forms.
· Information about your transactions we secure from our fLies, or from our affiliates or others.'
. Information'we receive from a consumer reporting agency. :
· Information that we receive from others involved in your transaction, such as the real estate agent or lender.
Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal
infonnation will be collected about you. '
We may disclose any of the above information that we collect about our customers or former customers to our
affiliates or to nonaffiliated third parties as permitted by lilw. '
We also may disclose this information about oUr customers or former customers to the following types of nonaffiliated
companies that perform marketing services On our behalf or with whom we have joint marketing agreements:
· Financial service providers such as companies engaged in banking, consumer finance, securities and insurance.
.' Non-financial companies such as envel9pe stuffers and other fulfillment service providers.' ,
WE DO NOT DISCLOSE ANY NONPDBLIC PERSONAL lNFORMA nON ABOUT YOU WITH ANYONE FOR
ANY PURPOSE THAT IS NOT SPECIFICALLY PERMlILlolJ BY LAW. .
-, ~........".
We restrict access to nonpilblic personal information about you to those employees who need to Ioiow that information
in order to provide products or services to you. We maintain physica~ electronic and procedural safeguards that
comply with federal regulations to guard your uonpublic personal information, '
(1
NOY, 2. 2007 12: 25PM
eVeRGReeN LAND iITLe co
NO. 0775 P. 8
IJ
Privacy Policy Notice
Stewart Title Guaranty Company, Stewart Title Insurance Company, Stewart Title Insurance Company of
Oregon. National Land Title Insurance Company, ArkansasTitle Insurance Company, Charter Land Title
Insurance Company; LandAmerica Companies: Commonwealth Land Title Insurance Company,
Commonwealth Land Title Insurance Company of New Jersey, Industrial Valley Title Insll1'ance Company,
Land Title Insurance Company, Lawyers Title Insurance Corporation, Title Insurance Company of America,
Transnation Title Insurance Company, TransnationTitleInsurance Company of New York
, PURPOSE OF THIS NOTICE
,Title V of the Gramm-Leach-Bliley Act (GLBA) generally prohibits any financial institution, directly or
through its affiliates, from sharing nonpublic personal iiIfonnation about you with a nonaffiliated third party
unless the institution provides you with a notice of its privacy policies and practices, such as the type of
information that it collects about you and the categories of persons or entities to whom it may be disclosed. '
In compliance with the GLBA, we are providingY9U with this document, which notifies you of the privacy
policies and practices of Stewart Title Guaranty Company, Stewart Title Insurance Company, Stewart Title
Insurance Company of Oregon, National Land Title Insurance Company, Arkansas Title Insurance,
Company, Charter Land Title Insurance Company; LandA.merica Companies: Commonwealth Land Title
Insurance Company, Commonwealth Land Title Insurance Company of New Jersey, Industrial Valley Title
Insurance Company, Land Title Insurance Company, Lawyers Title Insurance Corporation, Tttle Insurance
Company of America, Transnation Title Insurance Company, Transnatioll Title Insurance Company of New
York. '
We may collect ilOnpublic personal information about you from the following sources;
. Information we receive from you, such as on applications or other forms.
. Information about your transactions we secure from our files, or from our affiliates or others.
. Information we receive from a consumer reportiog ~gency. _
· Information that we receive from others involved in your transaction, such as the real estate agent or lender.
Unless itis specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic perso~aJ '
information wiU be collected about you.'
We may disclose any of tbe' above information that we collect about our customers or former cuStomers to our '
affiliates or to nonaffiliated third parties as permitted bylaw. '
We also may disclose this information about our customers or former customers to the following types of nonaffiliated
companies that perform marketing services on our behalf or with whom we have joint marketing agreements:
. Financial service providers such as companies engaged in banking, consumer finance, securities and insurance.
. Non-fmancial companies such as envelope stuffers lllld other fulfillment service providers.
WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL lNFOFMA nON ABOUT YOU WITH ANYONE FOR
ANY PURPo.SE THAT IS NOT SPECIFICALLY PERMITTED BY LAW.
"
We restrict liccess to, nonpublic personal information about you to those etnployeeswhoneed to kuow that information
in order to provide products or services to you. We maintain physical, electronic and procedural safeguards that
comply with federal regulations to ~ard your nonpublic personal inform~tion.
.'A'I)
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STORMWATER
MANAGEMENT PLAN AND
,
DRAINAGE STUDY.
- ,... ".-~
FOR
JERRY CASAREZ SUBDIVISION
Springfield, OR '
",,~,-;p'-'-<"""-"'~=
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Novenlber 6, 2007
, PreDared For:
Jerry Casarez
1611 Lawnridge Avenue
- Springfield, Oregon 97477
PRE-SUBMITTAL REC'O
NOV 0 7 2007
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
Phone (5'41) 746-0637
Fax (541) 746-0389
. ,""''''''t'<'~__'q",-,~,.",,=. .._~_......._.
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@Brancl~Engineerin'g, .Inc. . PROJECTft07-123
/"'.;,
, - - Storm Drainage Evaluation
Jerry Casarez Subdivsion
STORM DRAINAGE EV ALVA TION
Jerry Casarez Subdivision
SPRINGFIELD, OREGON
This evaluation was prepai'ed to summarize the drainage system proposed with the Jerry
, Casarez Subdivision (See Appendix A} The site is located at 475-35'hStJ:eet in.
Springfield, Oregon (Tax Map:. 17-02-31-24, Tax Lot: 11800). The site storm water
'designincludes a sand filter and piping. ,,'
Existing Conditions ,
The lot is currently 0.48 acres with 2,066 sqmireJeet of iinpervious area. The impervious
area includes the driveway, house and deck. The lot is proposed to be partitioned into a
total of 4 lots with the existing structure to remain. Runoff from the structUr~ drains to the
surrounding landscape-(See Appendix A for Existing Conditions Site Maps). According
to the Soils Survev of Lane County. Oref!on, by the Natural Resource Conservation,
Service, the soil at the site is Awbrig-Urban Land Complex (6). Tllis soil is poor draining
and has a high water table (Appendix B f6r Soil Information). '
Proposed Drainage System '
The proposed three new lots will share a driveway that.accesses 35th Street. The runoff
from the driveway will be treated with a sand filter (See Appendix C for Drainage Basin
Map). The sand filter will be located on the southern side of the driveway near 35th
'Street. The sand filter will both infiltrate the runoff-and convey runoff to the City of
Springfield municipalstornlwater system during the water quahty stornl event. Larger
storm events will be captured by the emergency overflow drain and piped to an existing
manhole located near the, southwest comer of the subdivision (See Appendix A for '
Tent~tive Subdivision for Jerry Casarez).
The sand filter is sized for the water quality storm event (0.83 in124 hr) and:the
emergency overflow pipe was sized for the 25-year stonn event (4.8 in/24lu'). The depth
of water in the sand filter duriIlg the water quality stornl event was modeled with an
infilt~ation pond model. Since the sand filter is 2.17 feet deep and the percent void spaces
for sand and gravel is 33 percent, the depth of material in the sand filter was divided by
three to model the sand filter as an infiltration- pond (See Appendix D for Sand Filter
Detail), As water percolates through the sand filter a portion of the water will infiltrate
into the ground and a portion will be captured by the perforated pipe on the bottom of the
sand filter. The perforated pipe is needed due to the limited permeability of the soil (See
Appendix B for Soil Infonnation).
The depth of water in the sand filter during the water quality stonn event is 1.9 feet (See
Appendix E for Sand Filter Calculations). A depth of 1.9 feet in the sand filter provides a
,free board of 0.3 feet. The minimum ,pipe ,diameter needed to convey the entire driveway
during the 25-ye'ar storm event is 0.49 feet, therefore, a,6'inch diameter pipe is proposed
(See Appendix F for 25-Year Pipe Capacity Calculations).
Branch Engineering, Inc. - Page 1
'. ,
APPENDIX A
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I / ff 1 ~I~ ~ ~~, ',: "'>' " ", ".' ," 1,i;:,li:1~7 .x'" I SHR"'L.-t( 6' WOO! FeNCE ',I
I ',-l\< " I..,T'I- '--"O~-'N8Q"1l'().FJ ....::"l." 111-0 I ( TO REMAIN I
:::.... I i Y.> ':I. ~. ~ .'.". ~ ~ , '.\ " ~' " 'X ; (' ,
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'12\) STOftM SEWER, MH 1; ,"'.' ' ~ I'~ S'L--- TO REMAW l (1 ':
',....I',i 1 RIM ELfV a 474.J2ir,J'-:~ ~ ~"'" I~~EXISTING (~',j X "'-.....,~_ _
.' : i j Ft. a 465.42 I ~'~. X I;.....RESIDENCE V/ 19'. (;) .... (~
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I!~\~ '~I"4.~,-- .s_IT~--li1'f'~ _'" =-' '--- lJiB_D..... ('"
{I), ~ ~u It~."., -__ --- -.....--"' - -= -- NBii"11'OO"E 2790 I {
:: ~ "?'~I / i ~t1=::e========~~~~T~=====-?:-~=~~~:---==:'=-==--===-===';::~;-;T;:::-=-::-=-~~
tj\~~I~l" k~C. ~I t" iij:~,j~ \TOR~\""ER MH _,,,,/_/e -----,:t------~I:-----------------~~~m~A~J<\\
'''.' , 'fIf"~ I Inbi'I' RW, ELEV a 47460 _--- '\" olO:::! , '\
; "."' 32' PAVED ~ .'11 FL - .ol655a,'--~' 0ll.... EXISTING MH ,,~ ,
f.b~:r~- WIDTH ;;:--itCl:~ I (;iF-.. '" .....G' ,
i~:[ -I' :2' UW-i i'~i;~I'll, \-"'-t\
" la~ ~. :., A,,'" , ."
II.' 'c.,;' '--..J :'c:."'j '\.'
I., x.",1 , ' ,
II X, ! 'i , , \ \
i ~ ' \
o:l.l
LBGBNn_
alSTING PROPERTY LINES
DOSTNG MB
EX1STIJG~~
- -EX W- EXlSTWG WATERL.IE
.."- .....EX SAN'-' -- EXISTWG SANTARY S~WER
- -EX 8TM- '='" EXlSTING STORM WATER
~ """"EX GAS......, 0=.- EXISTING NAMAL GAS
--- -OH\V~'- - ~~lf p~~ ~S CA8W
-.... 502.".-------. EXISTING SITE CONTOURS
EXISTING flOW ARROW
EXlSTm SPOT ELEVATJOA'S\
,:,
,~
I>
I' "
L'" ,1
~
----::...._---
~
IlJ
'"
..px
.-.............
'"'
[OJ
~
{;
~~ .......
Cla ,...,'"
." .
-:.< ' c., ,
>,;'llJ....1i- \
. u,I~.-:....
~'-,C,n .,..,
€'~c,
TAX MAP 17-02-3/-24.
r
TAX LOT 1/800 1
EXISTING CONDITIIONSAND-'-SITEASSESSMENT FOR
JERRY CASAREZ
S.E. 1/4. N.W. 1/4. SEC. 31. T.17S..
SPRINGFIELD. LANE COUNTY.
OCTOBER 29. 2007
R.2.. W. W.M.
OREGON
EX1S1WG MAMKlL~
EXlSTWG PO~ POLE
IWTH STREET LJGHT
BeAU: 1- = 20'
PROPERTY CORNER
EXISTING CONCRETE
~XISTlNG
DECDUOUS TREE
)
~
-~
~
EXlSrWG WA TER MtTER
EX1STWG TELEPH9f'E RISER
EXlSTNG ElECTRIC /ETER
. EXlSTNG MALBOX
.'.--
',-
. paBTWG GAS MITER
'.txlsTWii F1RE HYDRANT
. U?
r.'~-u----'
o 20
,,#
"
,0\
"
,,,
~.
:>
6' WOOD F~NC:
/ TO REMAW
,~
v.w..., 'It APPUCANr:
JERRY' CASAREZ
16/1 LAWNRJDGE AVE
SPRINGFIELD, OREGON 97477
SJ.TB ADDRESS:
475 35TH ST.
SPRINGFIELD. OREGON 97478
~.a.u.h~ fJSB:
SINGLE F AMIL Y DWELLING
....6)....&"". ~.avN:
TAX MAP 17-02-31-24
TAX LOT 1/800
EUlVATIONS BASBD ON:
CITY OF SPRINGFIELD DA TUM
SQUARE IN TOP FACE OF CURB
AT SW CORNER OF INLET AT NE
CORNER OF INTERSECTION WITH
CUL-DE.SAC. IN FRONT OF HOUSE
.563 8M .47/ (RECORD CLEVA TION
. 473.901
ZONING:
LDR - LOW DENSITY RESIDENTIAL
(THIS INCLUDES PROPERTY WITHIN
100 FEET,) .
.Illl'lRO PUN DBSIGNA770N:
LDR ~ LOW DENSITY RESIDENTIAL
(THIS INCLUDES PROPERTY WITrjN
100 FEETJ
,#
,
"
ir"'
IfAmBCOURSBS '.
NO WA TERCOURSES OR RIPARIAN
SETBACKS ARE LOeA TED WITHiN
OR NEAR THE PROJECT SITE
ACCORDING TO THE WA TER OUAlITY
LIMITED WA TERCOURSE MAP. ".
FLOODJfAY:
BASED ON FIRM MAP NO. 41039CI161 F.
EFFECTIVE DA TE' JUNE 2 /999. THIS
PROPERTY IS IN ZONE X AND IS
OUTSIDE THE 500 YEAR FLOOOWA Y.
SOIL TYPES
ACCORDING TO THE SOILS SURVEY OF
tANE COUNTY. THE EXISTING SOIL
IS A WBRIG-URBAN LAND COMPLEX (6).
THE PERMEABILITY OF THIS SOIL TYPE
IS IN THE RANGE OF 0.2 - 0.6 IN/HR. ;:
AND HAS A SEASONAL WA TER TABLE
FROM 0,- 1.0 FEET BELOW GROUND
SURFACE. .
~:"" -...
'17IIIl' OF 77U.l'XL:
THIS PROPERTY 18-/0 YEAR <
TIME OF TRA VEL LINE.
I'
EXPilES ()ECE.~R 31. ~'OO7
i
i'
~ Branch- Engineerin/1;, Inc.
~~i(th Street
Springfield, Oregon 97477
(541)746-0637 FAX (541)746-0389
brancha~@branchengineering"com
Civil' Structures. Transportation' Surveying
-
:'1'
, I
J
Lr~
TYSON ?ARK~''''i;V 'f{l'e, ,
~ ~ ~ ~ ~~:.$:' Lr~, j~
~ j ~~ I- f-- f--..J I- f--
" M( -t; ~ ~ ~ ~ ~ ~ OST r
~ ~~n~J~ ~
- DQT~- ~- L~_~~';{
~~rs I~f8rn::::tJ D_
^eJU ~~~ [
, SI~IflPCJ~~
P~6E / OF 2
VICI}.'1TY MAP
-
PROJECT NO, 07-/23
Fl
SCALEI NONE
file'\2D07\07-/23 - Jerry Casorez\OY-123 TENT SUBDIV/S/ON.DWG
~ ; I i &!(J)
~3l< )I,,!i xrli Q
~. ~'o"" '00;. !!.:jl; l.IJ~:q!:i:
. l.D, ;',' I. ~"J' ii';~:ll CD ~w
~(;S . !pc..~ ; \l~" r~','l~ ~~ ~i.~~~ "J~~
CO -~ I ! t( ) )'. '.J~ " O"'l.&JC:l....'
~:t ~! ~ 1m ~ ff~~o:tSf: ~ 6' WOOD FENCE
- ~l> ,\i,.-;; '\ rl<.J.T - :>~...I 170 REMAIN
r~ 0" j i\ l<-~,P N[~~ ~
- '~4B'RW " ,I 'GUY WV<E TO q 2'. ~Tll Cr'~~'
1_0fHW f lIMH\-oHwJ}~,,~l, I.. /~~ ~~~~~.TED -'--:'--6o.~,~~','.1:0.0:.~.~~~..o r ..,\"J I A r. ~ t:>~
-"" I ~~Nljt!!46:;~~ ~I~j; t"~~"",;;,,,'~'';'''~''-''''''I'~I~~~~PA~~~ n "1"""s"~"'''9'''~'''''r'''''''' I ~f- --;XISTWG ~ (f~;-,
I I ~ I \ __.:-,Ji:ii ~ F C><~/-"Z'L'i:IT. ,.~~.A7&-) ;~ --JJJ: ~, I"~ JUT'" ~SHRUBW It-;
-'JUT~-" IUT'I,,.".~t/, /SL'006'l~\r' J .."c~. 'j ". ,. ~./S'.006'!".L, ,14704 (6'WO_0~tENCE:o
~ -l',;-Ex11 W~\VC><">~I~I.'~,'~,'~li ~I~ r S ~ G~~,~~t1t)~'~.;!":''':'':+I'' ~:/Ir: [V:::~~T~: ~t J1'I ~X~C>V~- T - ~'~:c - -II ~fX lOT 4 L~,~' TO R=MAII i ~
I . ;~ ! ;':.16 I I~'~/.......~__ ~to. BE REMOVED 9,'\ ~ SEE DET~.IL THJS SH, I I ~ f\ i
. f:-~ l \. J~"",.i~' !. ~~~-:,~. {li - -EXIST. DECK . hi I ~~ I I~ 506B SQ. FT l .~ ~l lJ ~
~1.:::..J;'1' ,STORM SEWER', MH C.:~ ' I J...,,? ~_ '~:J-- Iro REMAIN LOT 2 ". LOT 3 i X;..., f ~ 5
,'J' f. RIM ELEV - 474J211 ,-' 3:: i' I';:' ~.-::.xIST/NG 1"(1 . - 5J06 SQ. FT. N..... 5/06 SQ. FT. ", _ ~. I I
"1:' fFL 46542' IJ:. X .,TRESIDENCE h-JI'~;::: ~ ...." <:" IV --. I ~ '
~T:ill 'J ' j, II~"-'~ I /~TJ;-:~~;~NJ ~~tlPR~5JfJNST'2!_." I ~"j ~... ~.......- I \ /' I 11
d:'r;~!~ 1 II::' ~ 1 33' 'It.?i;lloT I ~I' I ,,~ ~ ! I '....1, ------i~ -470'(.,;.-----(" -,.,...... I '1
1 !\<"':, 1 (:'-+- I L:><' I'-PROPosro $t 53S6S0Fi.~~: x'" 1" ~ ~7f~ \.. ~...!" ......~s/J
~CJ~-'k- ~~#~~ J~I~I~~~IL~tEr' GA~-~~> ----:~)yl~-=-^=.>>:Q}(~'lf;;~'! L _59~ -.!'riJ L'''~~~.- _59~ - - ':-L ~ S _ ~......' ,
I ~ ~ "r..,,~ t-:-t1 1"--1 EX, SAtJ~~U'.,..... -f" :::;- ~..- EX. SAN,l 69' ~R' l
I ~ \. 31 c.. ~ :' .\0 -I w _~ J - -~----- _ - /<:q' _ _, _ (
~i -: ~ 4 ! I""",;. --4,7..:::....~--~----------____ NBg'lIDO e 2.$0 I -- (
~ ~ ":l~!.Ii I i~l1.:;- ... _b<..--. -=- -.. ___ - ~"STM -0<;:.:::-------------------___ (
,. I;' / I~ -'.....i -- ..-- t.X 30 . -"" ~- -~,.---~ -...~~ --------------____
-:\D f' tz::tl ,f, '/1 -- . ~.,----------------...:..-::...-___ -=-- --- -=---........... ~~ -- .._~ '-. - .~ _____ -ex. 36' STM _ -="" ,F;:-
xx ~v ~ ~61' \ \ 6'9.0 _.-- --------------________ --.." --.. -.--.~ '
"'l-oa, 101 I' 1~'I~ STORM\~\YER MH ___~"'-J;,r-....-..-.-- ,,0rJ~ ~t --------------;.p;ROxw,rr.7,"'\',
l..il.1 0') to '11 RIM aEV . 474.60 __--- - ~.;: W LOCA TlON OF '.,
:M__32' PAVED-l-~~" FL. 46558---- ~~ EXiSTING MH ,~ ,
\- Ii j WIDTH '...:" lillJJ" ~ I'- , .:r. '\
.._. 5Z'IIW ;.' \ 6'. '\
"J' , '111-jI1 " ",\
~iV~ I ~~ I" I (\\~ ~ ':- \\
I~I l,,~ "1'\'1 "\. \
III~ x'<\'1 \ '
II XI I ! \ \ \
lJ
LBGEND
EXlSfflG PRDPfRTY LIES
PROPOSED PROPERTY LIVES
~lSfflGct.RB
DaSTWG FENCE
-E:X w- oasTl.'G irA TERLNE
-E:X SAN- ~ EXlSrnG SAflTARY SEWER
-EX STM- ~ OISTN; STORM WATER
-EX GAS- - 0IS1WG NATLRAL GAS
-OHW~ - ~~ fltfJE~ "M,S CABLE>
JUT- ~TJf}fY TRENCH
{t
~
.,
f. ~~.~::-0;':'-j
~-502---~---- fX1S1WG SITE CONTOCfiS
C~
~
,
._"'-.-~-
[;1]
iD
[D
'""
IlD
9-
I~.~I
-SAN -<
EXISTING AND PROPOSED
FLOW ARRD'tI
fllRf"d58:H-WfARY SEWER
PROPOSED STOW SEWER
PROPOSED EASEMENT
PROPOSED EDGf OF ASPHALT PAVWG
exJSmG SPOT aEVATIONS
,s}X
-ll'
'," TAX MAP /7-02-3/-24.
SiI.
TAX LOT 11800
file'\2007\07-/23 . Jerry Casarez\07-123
,
EXlSTWG """"-E
EXlSfflG POWER PatE
II'ITH STREET U3HT
PROPERTY CORNER
D3ST/NG CONCRETE:
B!lLDABLE AREA
EXISTING
DECIDUOUS TREE
EX1STJJG WA TER METeR
EXISTING TELEPHONE: RIseR
EXJSTNG :U:CTRIC METER
E>3STIN6 MALBDX
eXlSTNG GAS Jk.rER .
exJSTM FRE HYDRANT
PROPOSro
3OXa' SAN[) FLTER
IflTRATION BASW
SEE OfT AL 1HS SHT.
\="1
......,-
2' M:N. ROC/( RfBE:RVOR
~cl.9tr.:kfr DIlAI/II1H. j
.;"(~~,~~::~b~~R 74 ! . :::j:::~,,~::~;'a~
'~~,-';-,<~,,: ~~~-~~:f,:.~;~,-- \'i~~~;~.' ((:):~., .:~~: _~t}!.Ll:l:t,:~.-'fs:~:,)'~r.~[~~._,~#
'~.' ~;,:..:- ::-.'':;.' "':::.~;" "'i~'; ",~. .;,-'" A ,\.('I'~,"",V--,._,'.(~-<{;.<:..:.:,f.',<;~/.."';.t~,,,-;
, . ;~~, p ~;;:~. . :;~'-; ./:;...~ ,,_.::>,-_:;. ,.:~ ~~>?~;~.;'!V;,~v"'~.--.~-:" ""...,.",~,--,-,.;.:-.;,.::-...,,:,
6 X6 TEE. PROVIDE 6' ~_-:~'":- ~w- 1'"ir"CI-IC<-)~' ):.:.'>.'
~""RF. PIPE WRAPPED WITH "/-"-".:;~~/':;, ~i"--+-""'-c'-._^':\..); J)'.:J,.'STRUCMAL WALLS
~~1~~ := e~ .:~~~~~~) ~gg;~lf~g~f.f~~~~t~~ii;~~2'SAM) IS' LW
r------- ' 1;,:t.o?d,'~os~'Gt''''i~-::;;'':>~,' ""/'8' mAVEl LAYER
, f . <'P~C"q1!.9~C-".~t>~~.~~~"t~:'-:-':..:
/" ~,-/"-y..,.-.."" ...;,p- ....."-,~
. ..-'.0"'-" ~.. '
, '
6' STORM WATER FLTER FABRX SfB-GRADf OR
PIPING TO MANHOLE LA YEn 03STIJG sa.
1:-;'.~'" ~"r
S.E.
TENTATIVE SUBDIVISION FOR
JERRY CASAREZ
1/4, N.W. 1/4, SEC. 31, T.17S., R.2., W.W.M.
SPRINGFIELD, LANE COUNTY, OREGON
NOVEMBER 6, 2007
,SCALB: J- = zoo
3' . AC PAVING
Ir
12' "" I I I
9' BASE ROCKJ /~<:~:::-;~~_ .::<iRENCH" ':'_ ';', :'~~:"-/~<'>;:'''''I ~
SUBGRADE ("~<~';:;i;' B....CKFlL~L ../2' : ~,.' - .,:< . :~~<~.,. ~ It
~':;; ~i~it;: ::!ri'-':oo);'I~[ ~:
u T '~16l~' ~"~':'~':,;':~
s' MIJ. .~?;)'::'X:~:'~0..:~-'& SANlTARy8=ELA4~;:ts
<,,;(,~:"\(~;~:--,-,:}-;(,:. ,;..<:' SCHEDULE 40 PVC
SAND FILTER DETAIL
.NOT TO SCALE
,,'
t
,
TYPICAL JOINT UTIUTY TRENCH DETAIL
NOT TO SCALE:
8- THICK.CONCRITE PAVEMENT
3500 PSI RllD STRENGTH
AS SPEClnED " 1~'
'i!~,~~~~~~~~;~~~~~~1
..,.,".',",<<,..,' "'J~""'f"",<'ol' . <AV'S ,.j."", "'u".".'..'I..(."'.,,~,.(." /.'
~-::';-~,-~.>>:"7,,.;...-.:;-:';.,..<~: i;:"'.;'-}- :,<\;.~.::::<.,>~,-./~~.,,: .>.:i>~',>~-:::j'.;:" ,..; : ">~~":-/l-.' '>;:;y:';~.'~';:;~;~;.>:,~~-,,: :;;.'-;:. ).';.>.,-V-~:::... '" .;)~-:.~-),:
, ,
#-4 REBAR IolINIWUl.l 9- THICK COWPACTtD . r THICK CLASS '8' GEortxm!
. COHTINUOUS 1 l/r- O. CRUSHED BASE ROCK ASPHlolT CONCRETE. FAflR1C
VALLEY GUTTER DETAIL .INI.U~B:: THICK CO.''''''En
NOT TO SCALE 1 1/2 - 0 CRUSHED BASE ROCK
,.
JWml I70RK
NO CUT OR FILL
t. T THIS TIME.
IS PROPOSED
,,0.
"
,,,
)
~ 2,
Y
-.
NOTES:
,
"
I, PROPOSED LOT 4 WILL BE DEED
RESTRICTED SO THA T ALL PERMANENT
STRUCTURES MUST BE mUlPPED WITH
AN INTERNAL SPRINKLER SYSTEM.
THE DISTANCE FROM THE FIRE HYDRANT
TO THE FUR THEST POINT OF A
STRUCTURE ON LOT 3 (NON-SPRINKLED)
1$ 389' AND LOT 4 IS 459' (SPRINKLED),
If
r-~~...'-----'
o 20
[REGISTERED 1
PROFESSIONAL
_'" LAND SURVEY?R ~
,~ If ~C/
OREGON J
SEPT. 23. 19TI
JAMES A. BRANCH
1131
/
,/
{/
EXPIRES DEC. 31. 2007
EXP/RfSIJeWlSERJt 2DOl
Branch Engineering,
Inc.
310 Fifth Street
Springfield, Oregon 97477
(541)746-0637 FAX (541)746-0389
braDchadmin@branchengineering.com
Civil. Structures. Transportation. Surveying
r PA~E 2 OF 2
PROJECT NO, 07-123.! I.
TENT SUBDIVIS/ON.DWG
. ~:
APPENDIX B
, .
Physical Soil Properties
Lane County Area, Oregon
USDA Natural Resources
~_ Conservation Service
Tllis report shows only Ihe major soils il1 each map unit. Others nlay exist.
Tabular Data Version:5
Tabular Dala Version Date: 12/22/2006
Page 1 of 1
6:
Awbrig
Urban land
Map symbol
and soil name
Hydrologic
group
,D
q
USDA Natlll'al nesoUl'Ces
~Ii!l
' C,JIIservalioll Service
Water Features
Lane County Area, Oregon
Surface runoff
ThiS repOl t shows only the m;'ljor soils ill each map uni!. Olhers may exist.
Tabular Data Version: 5
Tabular Data Version Date: 12/22/2006
Page 1 of 1
L \veb.ead,anl.gov/resrnd:datacolllporosiry.htm.
3 TOTAL POROSITY
3.1 DEFINITION
,
, The total porosity of a porou!, rnedium is the ratioiofthe pore volume to the total volume of a
representative sample of the medi um. Assuming that the soil system is composed of thTee phases --
solid, liquid (water), and gas (air) -- where V, is the volume of the solid phase, VI is the volumeofthe
, liquid phase, Fi is the volume of the 'gaseous phase, VI' ~ VI + Vg is the volume'ofthe pores;' and
Vi = Vs + VI + Vg is the total volume of the sample, then the total porosity; of the soil sample,j,;; is
defined as tallows: .
!\. = .;r' =
I"~~. "
T I":. T
V-. + [.-'''"
!
F-. T V
! ~
(3 1)
, Porosity is a dimensionless quantity and can be reporied either as a decimal fraction or as a
percentage, Table 3, I lists, representative total porosity ranges for vmious geologic materials. A more
detailed list ofrepresentative porosity values (total and effective porosities) is provided in Table 3,2,
In general, total porositv values for unconsolidated materials lie in. the range of 0.25"0, 7 (25%-70%),
Coarse-textured soil materials such as gravel and sand,tend to have a lower total porosity than'
fine-textured soils such as silts and clays, The totai porosity in soils is not a constant quantity because
the soil, paliicularly clayey s.oil, alternately swells, shTil1ks, compacts, and cracks, '
.. ___.____........_____ ____. _._____.._.__._n...____'_..T_________
,_. _.~__._ _~___n.. _._..._._____..._.._________.___...._____n.
:~~:~!3.S~}}J3n~~~J~~~S!i)~~~1~e~_~==~,
Soil Type . Porosity, Pi ':
,. .
__.-___..___ _ '-~_.. ..__.'_____..__ ,. .______._'___.._ .____~.___n'
__ ..T_______ ____. __ .....______ "--,, --.-.. .--'-'
<l!nc()E~?1ida,t_e:~ ~.~E?~~t~_ : .
- ---.
Gravel
: Sand
0,15 - 040 :1
=---==:--::-==--:::::=':::'-:-_" .:...- ,-,=-:::,= ::.~=-==:-=-~-~--::-==--=-":'~
" - I
;: 0,15- 0,50 :
Silt
... ,---.-. .------------~,
-- ._._--~-_._---_...----I~
, 0.35 - 0,50
,.____ ....mn_...._'..._..._____._ ___.__ .._.....____ _u__.___ --..------,,---.-.-
______. 'U_ .-.___.._._...~___._____ -____. -_.__ . --------.....-.---.
,;.s!~!:=~=::=c.=~===~-_=__=~..-, __O,4Q :.D. 70 _.
i:Rocks
.--.....-----....------n-..----.--..--...---' .__._. .__ .
_ .___n____.T_.______ ___, ___. ______,.. ._.n.. _____ .__ ____ ---
"~ rEt~n;~~~~~~~~o.==-~=oc=._~c2;g5 ~_O:i_O_:
'Karst limestone : 00' - 0 '0' .'
==.:..--=-..:='~.=-._-:-::::=:..=;-;:-~.--: .;:.:=----;---=.:..:.~--:~.:.~.--:-}~=:~.,,;-----"";,:;:;--==-::--~.
,~~~l~s-toll,e~=cc=:_=,. ===,=.. " ~~OL,?~_~.o .~:
, L.imestone, dolomite 0,00 - 0,10 ;'
I :-:c~--=--.:=:.:;.:-:-::.. ----:~-=:':_:..:..~.::__::.:::..____:::-=:..-_.:,,: -- -. - ..;.--.==-:.=_::-.;:;:::-=--=:=::"-:7:
.; ~~:;~ecc=.=,'=o:c=.~=...~=,~c=.~.,':,~~.s .~2.L~J:
:I~El~~r;:~~,~~~:~:11i].;~r~~1~,.,'.m . ,==~~,~2,;. ?;~cJ
Dense crystalline rock 0,00 - 0,05
- - - .----------.--. .._~--._._._--- ,---.------
------ ,,--.---.-.-------.--. ----------- -.-.
S~'llr~e~. ~~.e_eze~a;;tS~~~=0.~l~t==,,",
.-.+ ;
1 ]/1/2007 801 AIv[
"
APPENDIX C
-
"
~I, .
. R.,. i
11'(
.' !:f
, II
Ii;. i
! r;
i ittj, i
..-.---_'.1
;~:~':1 V'
tJ;j
",;, , PROPOSED ADDITIONA.L
lli\;;"':1
/ [;'.1 SAND FILTER DR4LVA.GE BASn\T 0.09 ACRES
il~.!! / II
ftt J,
,:',1"
, ill_ Lt;'';J . I /
---:-:--1 I!. ,'; ---jqj :1 ; i : : " , "'7""'";":: , [ , ,~:~ ~-;~"'C.""~'~~"'~'~'~/'c':'r';'~~ ",,,,:,"'.: , , , , , 7';~-:'T7\-:I'" . .....,
!: I: i 1I';:l:'" I ( /? ;(.~' ,I. -<.. j" II.. .~_L,,' -:- " ,,' 'l
~;'l :~~." , ~~~~~:~~~~~_~~~~~
, ~ K', I ,,--. -__________u__', 1 I I I
! -.i f- -;-:-~ I;:::: ~""'::I ::E f':->O{>( ::-x':.)-'<~..v,,_:I'>6_;; I , " '
'--I I ':;; I'" 0(1, . I'
- 1 ~1 . I I - j'''-'''' 0.'
i [< " , t-.l, 1/ \'>~" t'2"1~ ~J ! I i I
N1 i V( , ~ / !~:; j~i I , . I
cLh ;! I.:: ,/_,j~~ &-,',; 1 iff;1- ! I' '. i . -.."---..---1, I
;-I'~" \ I:(-f'~. .f/ !r': ~;! I ~~ ; ; '; ... 1 "",V---/-'
~~ ~'r~ ~::;'+,- ~~I~:":'(":"?'>';V:~! L _ - - Ii 1 L''', 'I - - ~ i
:,,'1 ,,! !I;:l .... ,~1"+ -'.- ~- "-, -- .--. -"' L- - -
,I 'r.:ll ,I ('~':' I "_______..
, I ~ ii-~.: J..._.-=-~~_-,:, --. .-,--~.~.-._,...---,------ ___"
i I l:f:l ! 11"j']C;i(- ~ - - ---------'0:-----------
j' ~ /1/ ~~~.;{'i -\- - - - - --=- ----:::__-/~.-;-~---~~---~-~-="'~.-::: --~~--=- _ _ _. -- --=-- -=- - -=-- -=---:- --0" .~
~: II if iki!' --C;~:CTION TO PUBLIC - - - --- - -, ;'~\
FRI! \,niL STORMWATER SYSTEM \~.\
,~
f
N
LEGEND
GRAPHIC SCALE
EXISTING PROPERTY LINES
PROPOSED PROPERTY LINES
EXIS TlNG CURB
EXISTING FENCE
EXISTING WA TERLlNE
EXISTING SANITARY SEWER
EXISTING STORM VIA TER
EXISTING NA TURAL GAS
EXISTING OVER,LJEAD WIRES
(POWER, TELEP,LJONE. ANO CABLE)
JOINT UTILITY TRENC,LJ
SEE OET AIL
----'-'-502~,-....c~-..,_ ..EXISTING SITE CONTOURS
- SAN -<
(;l
~
!- ..~
)
,
,
30 0 15
, '~
.' -
~_rJl!J!iBa:"ji.1H1.'II- ..!I
( IN FE~T )
30
{
-EX w- -
L.:
60
~".=J
-EX SAN- -
I~
-EX STM-
-EX GAS-
~~~I
1001
~f~i~~ CORRECTED
~ I
.."...OHW
-JUT
II ~jr
IU
"'+-:
'1:
~ ->
','
~
EXISTING AND PROPOSED
FLOW AReow
"' ~ ... '" '" '" '" '" ... ... '" '" '" ... ... "'
-'
~
! ]
' '
!n.,____-
1-'.....
II
0<1
; I, k
IJ.-:I ,i'
"/ rGl .
'1:,' 'i
~.
',"
I
I
I
1
,
I
'-' ~ .~
0
= -. 0 "
;:; -d. .
~Q t
c..
QJ; , ~ ..
c. "
= ..~=
.- 1'- t'-...... "
.... ~-"
..~= il
'" "'~.
'" "'-= .s
- -0 -
.::: =:><;::: 0
QJ; 0" 0 Q,
..., ~r:.. 10 .
- .. ,Q "
- CJ""t'-~ d
~ :"OC':l .. -
~ .0'= ...
.c ''00 E
:5]rb-g .
'-' '-.....~..c '0
r: ~!:..Q -
;;:; .
o'~;; ~ -
0
::::::l: C;,.jje.E .
~
~ "
;:
5
EXISTING MAN,LJOLE
PROPERTY CORNER
EXISTllVG CONCRETE
(I')
Zo...
0<(
j:::~
C5z
Z-
0,(1')
u~
ClL..J
L..J<.:>
~<(
...... 0:;3;,
~ 0-<::(
--, 0:: 0::
~ o...Cl
a..
BUILDABLE AREA
PROPOSED
3'XB' SAND FlL TER
INFIL TRA TION BASIN
SeE DETAIL T.'iIS S,LJT.
PwliR, POSE;D, SANlT AR Y SEWER
. H CL_AN-QUr .
Cj
;::
>::
peOPOSED STORM SEWeR
PRO,DOSED EASeMENT
peOPOSED EDGE OF ASP,LJAU PA VING
DeAINAGE B,ASIN BOUNDARY
,-
I
!
-=- '--r
i
."
-...."
,
"
,
,
i
:~
"
"
........ r)
., !i
'i";, ! j
, ',' 1
~ :
SCALE
DRA WN
.,B.L
DESIGNER
C,LJECKrD
BY
PROJECT I
NUMBER
SH[ET NO.
"
"
"
OATE
..
z
o
i7i
S;
-
ClZ
COo
~<.:>
(l')L..J
NO::
L..JO
0:: ,
<7i5
C3G:
:Z: <.:>
g >-Z
a.. 0::-
ii: . 0:: 0::
~' L..J CL
L.J ~ (I')
c..
".
,::;
.:.-;
~
tj
~
'"
,-
c;:;
11/1/07
JDK
MLB
07-125
1
"
,
2' MIN. ROc/( RESERVOir,
PlAFRGFNCY OVFRFI.oW _
6' DIA. GRA lED AREA DRAIN W/TI-I
16" DIA. CQNCFlfTE COLLAR
RIM SET 2 BELOW TOP
OF SAND FIL TER
C'(('<~~\j"<<<>~j ., \ 14~40
')1 tB. '
~i~ ... ..:;',< ..... >~,'~r-~->t ,
6' X6' TEE. PROVIDt 6" . -----<::::: ::5,,'di
PERF, PIPE WRAPPED wml /~<:>>:</:'< '
> ' ,.', ',';,". " "
GEO TEXTILE FABRIC ENTIRE ;',:,>:?>:,/)<> ,
LENGTH OF BASIN ''c''((-'<:<,,> < '",,' ')
, , ',/ _:'- ""/':/ j.!:~: -~) '''. () > ;
/ ">X5:1:t;;;;;'"
PROTECTIVE ROCK LA YER 2
WITI-I GRAVEL SPLASH PAD EW SLOPE
474.7 ': / 'DRIV_ AY
.;~ .,;.:l....:..~:,~.~{;',~,~"i ,)":,,:',',f,.:,..~i.:~,z:,,,(,[':.,,:,.'_' _
:(,~~_",,}:(,~'~;:<~I. ,/'i,':/"'. < /. ^ -,..
~~::<:::~~)-<~~~),;:~~~~~~~<',~~::95~S;;-~2;~:/'~
STRUCTURAL WALLS
SAND IS' MIN,
S' GRA VELLA YER
6' STORM WA TER
PIPING TO MANHOLE
, FJL TER FABRIC
. LA YER
SUB-GRADE OR
EXISTING SOIL
SAND FILTER DETAIL
NOT TO SCALE
-~
APPENDIX E.,. .' '
, I
RUfloff.4,rea
Soil Infiltration Rate
~imenSion1
';,desh;lDeX:11
6 Too W'idth (ft)
D,mension2 I
~desJQoex:11
o IToPWldih{ft1 I
(minI
300.00
1310.00
L 320.00
r 330.00
340.00
350.00
360,00
370.00
380.00
3!1G.OO
400.00
4EJ_OO
j 420.00 I
~430_00 I
440.00 I
45000
1460.00
I 47000 I,
r 48~.(JO I
1490.00 I
1500.00
1510.00 I
1520.00 I
1530.00 I.
~ ~~:~~ I
560.00
570.00
ISBD.OD
1590.00
1500,00
sum
(1)
(2)
Storm
RlJrlOff
refs1
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
OOG
0.00
0,00
0.00
0.00
0,01
0.01
0.01
0.02
0.0',
0.01
0.00
0.00
0.00
0.00
0.00
C,OO
0,00
0.00
0.00
0.00
0.00
Sand Filter Calculations For Water Quality Storm Event
r ff ~
3,951 IL,..,,,,"",,,= 90 I 0.016 S I 0.02
mit1r 2.3E-04 ft/s inches I
WQ STORM EVENT 0.83 IN/24 Hr
Ibott~m width Ma>: ponl'd Deeth (ft) 0.72 I
A,""."..;=
10.0
lbottomwidth
(3)
In:rementar
Inflo'II'
Volume
(4)
IncremenlaJ
Depth
Increase.
is)
Cumulative
Depln
Increase
.1ft)
1,4',
1.49
1.55
1.53
1.70
1.78
1.86
1.94
2.02
2.11
2.19
2.30
2:42
2.53
2.69
2.84
3.14
3.60
3.83
3.99
4.10
4.22
4.33
4.41
4.48
4.55
4,64
4.71
4079
4.86
4.94
0.62
-~~
8
(8)
Horiwntal
Welled area
(ft~)
24.00
24.00
24.00
24.00
24.00
24.00
24.00
24.00
24.00
'24.00
24.00
24.00
24.00
24,00
24.00
24.00
24.00
24.00
24.00
24.00
24,00
2<1~OO
24.00
24.00
2':.00
24.00
2.'...00
24.00
2 4 ~ 0 0
2<:.0C'
24.00
(!.t)__
1\-------
I.
.
, \
-r
,
(7)
M"
Outflow
(cis)
0.01
0.01
0.D1
0,01
0.01
0,01
0.01
001
0.01
0.01
0.01
0.01
0.01
0.01
0.01
001
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0,01
0,01
0.01
0.01
0.01
0.01
0.01
(8)
Inflow-
Outflow
19)
Incremental
Jnflow-
Ou:fJow
Ief}'
.1.64
,1.64
-1.64
-1.64
.1.64-
-1.37
-1.37
-1.37
-1.37
-1.37
-1.37
-0.57
-0.57
.0.57
0.38
0.38
3,69
;,82
2:24
0.38
-0.57
-0.57
-0.57
.1.52
-1.52
-1.52
.1.52
-1.52
-1.52
.1:52
-1.52
(10)
Stored
Volume
JC.f)
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
0.38
0.77
4.46
12.27
14.52
14.90
14.33
13.77
13.20
1,.68
10.17
8.65
7.14
5.62
4.10
2.59
1.07
I (11)
. CumL:latil'e
Depth
.(In)
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
0.19
0.38
2.23
6.14
7.25
1.45
7.17
6:88
-S.60
5.84
5.08
4.33
3.57
2.81
2.05
1.29
0.5!
Maximum Runo~-------E~9_J:.!_~)_
Icfs\
0.00
D.OC!
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
0,01
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
Depth of Water in Sand Filter
During Water Quality Storm Event
500.00 1000.00
Time (Minutes)
eN
(11b)
Cumulative
Depth
,....~
-~----_.
,
98
I
It>.ctua,
IMAX(ft)
I
0.621
(12)
M"
Allowable
Depth
Iftl
0.00
0.00
0.00
0,00
C,OO
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.02
0,03
0.19
0.51
0.60
0.62
0.60
0.57
0.55
OA9
0,42
0.36
0.30
0.23
0,07
0.11
a.O!
0.72
0.72
0.72
0.72
0.72
0.72
0.72
0.72
0.72
0.72
0.72
0.72
0.72
0.72
0.72
0.72
0,72
0.72
0.72
0.72
0.72
0.72
0.72
0.72
0.72
0.72
0.72
C.72
0.72 I
0.72 !'
0.72 I
--
0.80
O 70 ~~
.
0.60
0.50
0.40
0.30
0.20 ----
0.1 0 T-----~-'
0.00
0.00
Time
..
-
.:=
-
.s:::
-
a..
C1)
Cl
(ef) Iftl
1.6~ 0.07
1.69 0.07
1.59 0.07
1.69 0.07
1.69 0.07
1.9(3 0.08
1.96 0.08
1.96 0.08
1.96 0,08
1,ge, 0.08
1.96 0.08
2.77 0.12
2.77 0.12
2.77 0.12
3.72 0.15
3.72 0.15
1.02 0.29
.1.1~. 0,46
5.58 0.23
3.72 0.15
2.77 0..2
2.77 0.12
.i.I' 0.12
1.82 0.08
,.82 0.08
',.82 0.08
1.82 0.08
1.82 I 0,08
1.82 I 0.01'
1.82 I 0.08
182 I 0.08
0.001
~..:.~~~I~~_~Ep_t.!; ':
'1----------'-----
I
-r----
i
-,-----
,
I
.1'-----
!
i ~ Water Depth
__~ c=~\-=n ~----. + T-o!,,_~f Sans!f:iIt~{-=
------,\
,I \
I
-, -------.--
I
1500.00
~ Since the depth of sand and gravel in the sand filter was 2.17 feet and the porosity for,grave! and sand is 33 percent, the depth
was divided by 3 to model the infiltration of runoff through the sand filter as an infiltration pond. To determine the depth of water
in the s~nd filter, multiply the depth inthe graph above by3.
..' _~, 0"0 ".' ~ .0' .. 0 .
_ "'., . 0 u ;'_., "0" ~
,'-"APPENDIX F
r- '
Sand Filler Infiltration Basiri Mih.imum Emergency Overflow Pipe Diameter
During 25-Year Storm Event '
Client: Jerry Casarez
Job Number: 07-123
Project: Jerry Casarez Subdivision
Location: Springfield, OR
SANTA BARBARA UNIT HYDROGRAPH METHOD
Input Data
Pervious Area
Pervious CN
Impervious Area
Impervious CN
Drainage Area
25-Year Storm Event
Time of Conc,
o ac
N/A (-)
0,09 ac
98 (-)
0,09 ac
4,80 in/24 hr
_.10.0 min (Ass~med)
Computed Results
Maximum Runoff ,O:lOcfs
HAESTED METHOD'S FLOWMASTER
Inpu.t Data
Slope 0,005 ftlft
Manning's n 0.011 (-)
Discharge 0.019 cfs
Computed Results ,
Diameter 0,28 ft
Depth 0.28 ft
Velocity, 1,62 ftls
Flow Area 0.06 sf
Critical Slope 0,0082 ftlft
Critical Depth 0,19 ft
Percent Full 100 %
Froude Number Full (-)
Full Capacity 0,1 cfs
Qmax @O,94D 0,11 cfs
11/1/2007
8:19AM
Z:12007107-123 - Jerry CasarezlSTORMWATERIEmergency Overflow Capacity
, '
MINIMUM PIPE DIAMETER-CALCULATION TO CONVEY RUNOFF FROM ENTIRE SITE DURING 25-
YEAR STORM EVENT
Client: Jerry Casarez
Job Number: 07-123
Project: Jerry Casarez Subdivision
Location: Springfield, OR
SANTA BARBARA UNIT HYDROGRAPH METHOD
Input Data
Pervious Area
Pervious CN
Impervious Area
Impervious CN
Total Site Area
25-Year Storm Event
Time of Conc,
Computed Results
Maximum Runoff
0,20 ac
80 (-) .
0.28 ac,
98 (-)
0,48 ac
4,80 in/24 hr
10.0 min (Assumed)
.. ~..' . .--. ,
0,45 cfs
HAESTED METHOD'S FLOWMASTER
Input Data
Slope
Manning's n
Discharge
0:005
0.D11
0,45
, Computed Results
Diameter
Depth
Velocity
Flow Area
Critical Slope
Critical Depth
Percent Full
Froude Number
Full Capacity
Qmax @O,94D
0,49 '
0,49
2,36
0,19
0,0072"
0,34
100
Full
0,45,
0.48
11/1/2007
8:20 AM
ftlft
(-)
cfs
ft
ft
ftls
sf
ftlft
ft
%
(-)
cfs
cfs
,
,
Z:\2007\07 -123 - Jerry Casarez\STORMWA TER\Site Pipe Capacity
iO/J0/2007 11:00 FAX 541 73P '021
CITY OF SPRINGFIELD-PI\"
141 002
<
-",',
PUBLIC WORKS DEPARTMENT / Engineering Division
Fax: (541) 736-1021
STORMW ATER MANAGEMENT SYSlEM SCOPE OF WORK
.i;i,i:~;j1-j~~~~~;:k~ ,1.~a~,~lo,~~~'~'~i~:;;:/::ir::::;;:r:o::~w~t!f~~#'~~i~~;;'~~~~~~"~1~~;~~,1~j::i~'~!jl
Project Name: Casarez Subdivision Applicant: Jerry Subdivision
Assessors Parcel #: J 7-02-31-24. 11 800 Date: 10/29/07
Land Use(s): Low Oensitv Residential Phone #: (541) 741"8721
Project Size (Acres): 0.48 Fax #: (541) 747-5401 - I
A"p'p'r,~~.~p~r:v.!!'~~A;~~; 0.22(exist :p.u"".ed) , " Email:,__ , '" ,I
r : ~; ,I .! .1 !! ,: ~ ~. !! ~! ~!: '!<~~~~~!~!! t!'~' 11 !~'Ii~~ ~!' !~!>~ '!!! I~, " ~,< '4' ~ -"" , .1,,, , .<: ::; ; I ,: ;I,n:;; :~!: ~::! .~:!~;:: :: ;;~! ::: ;:: I:;: :;, :;::::, ;::;, :~:;:.;~ I: ~:, .'1 i;::; ::~;: ~i: ~::: :::1 :!~" ::~.~:::, :111 ~!! Ii;::,;:; ;:~: I: ;1 :: it..;; ;1'1>: :JI; I; . Illl;;1 :1[;1 ~I~:i ~ .,,' lll~ I.~ '1;1' II. " ~ .11 .1 ,I' II'II!! II ,b ij 'I' ,', '''' .'1111 .,'" ~ "'IIII'II!I.II<~ ".' ,I '"
Project D~riptiol\ (Include.. copy of Assessor's map): A private drive is proposed for o.Jour lot residential
subdivision. One lot exists and three more are proposed.
Dl'llinage Proposal (Public connection(s), discharge loco.tion(s), etc. Attach additional,sheet(s) ifnecessary:
The four lots along the proposed private drive will drain'into an existing 36" storm line. The proposed BMPs to treat the
runoff from the private drive will be through a sand filtered ~rm drain.
Proposed Stormwater Best Management Practic~: See Attached Plim
:!i':::,!lf!j~~~1!:~!:~i:!i[i:~i,::~;:rAf'am:~im~~~;t;~th;~;f:'~:9;~~~~a~:t;;1f~~~~~~~;;~:;g~J~I,:;i':i!',:i:'!j:~:~.j";::,
"," ::'::':,:::;::',:":;,,,:,::;;::;;:, ;;:;;for, ,~app!lCafion ,10 ,be compleleior'su:bm,tla~oltlu>"gh,:otlier'r~'f1IcrerrJenr~ may,be :lIecess,ary,", 1:1"" ';, :,':
Drain....." Study T'1'e fF;DSPM Section 4.03.2): (Note. UH mo." be substituted for'Rational Metbod)
ill Small Site Study - (use Rational MethOd for calculations)
o Mid-Level Development Study - (use Unit Hydr6graph Method for calculations)
o Full Drainage Development Study - (use Unit Hydrograph Method for calculations)
Environmental Considerations:
~ Wellhead Zone: 5-10 "fbAf.... '1"'r.>v.Nfl7TME.
III WetlandlRiparian: IJ/-A:'
fiI Soil Type:: <c - <1w ~J Uck.^, I.NI)
Downstream AnaIvsis: _ ~'
i! N/A
o Flow line: for starting wate:r surface: elevation:
o Design HGL to use: fOJ starting water suIfaceelevation:
o Manhole/Junction to take: analysis,to:
~ Hillside Development:
Ii FloodwaylFloodplain:
. Other 1urisdictions:
"v...t
tlHt.
Return to Matt Stouder r/i) Citv ofSprimmeld, email, ms.!!!!'derilUci.surineiield.or.us. FAX;, (~1' 736.10Z1
Revi>ed 12/4/2006 Brenda Jones
i ".."-
I
I
!
. 10130/200i 11: 00 FAX 541 iJ6 1021
CITY OF SPRINGFIELD PIT
QJ 003
,. COMPLETE'ST-lIDY ITEMS .,..,..."'''I".f,or,otfid8Jd~.Q;,jl:.t~:i:::/1
" Based upon Ihe irformation pravided on the front of/his sheet, Ihe follrYWing represents a minimum of what is neededfor Q1l
application to be complete for submittal wilh respect to drainage; however. this list should no! b. "",,ed in lieu oflhe Sprihgfield
DINelopmenr Cock (SDC) or the City's Engineering Design ManuaL Compliance with these requirements does nOt constitute sile
approval; Additional sire specific informatiOn may be required Note: Upon scoping sheet submitiai, ensure compleledform has
been signed in the space pravided below:
Interim Design StaDdar<bIWater QualitY (EI>SPM Cbapter 3)
Req'd NIA
{j 0 AlI nOD-building rooftop (NBR) impervious surfaces sh.n be pre-treated (e.g, muld-cblll!lber'-.d catchbasin wloil .
.. filtration media) for stormwater quality. Additionally,.. miDimulll of 50% oftbe NBR impemoussurface sball be '
treated by vegetated methods. "" ,"
o Whete Tequired, vegetative stormwater design shall be consistent with interim desigu standards (EDSPM Seetion 3.02),
set furth by the Bureau of Environmental Services (BES) or Clean Water Services (CWS)., ' ,
o For new l\'BR impervious area less than IS,OOOisquare feet, " simplified design approach may be folJowed as specmed
by the BES for vegetative treatment. ..
o 1fJ If. s~.","""", treatment .wale is proposed, submit ca!culations/specifieations for si::ing, velocity, flow, side slopes,
botlom'slope, and seed ttri" consistent with either BES at CWS requirements.
o ,~Water Quality ca]culati()ns as required in Sectio~ 3.03.1 of the EDSPM , ,
o ~ AlJ building rooftop mounted equipmen:, or ()lber fluid cOntilining equipment located outside of the building, shall
be provided with sec()nda!')' containment or weatber Tesistant enclosure. .
fj
f.!
, General Stlldy Requirements (E,DSPM Section 4.03)" '
ii, 0 Drainage study prepared by a Profussional CMI Engineer licellJ;ed in the state of Oregon.
o * A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological stud), map.
" 0 Calculations shQwT..n.g system c..5Ifacit~y fcot a 2-=)'ea:: storm eveut and Oye..."fltiW elfeds ofa. 25~y;arstorm event.
$ 0 The time of conoentratl()n (To) shall be d~termined using a 10 minute start time for developed basins.
Review of Downstream System (EDSPM Section 4.03,4.(:) ,
o III A do,,== drainage aualysi;as descnoed in EDSPM Section 4.03A.C. On-site drainage shall be governed b)' the
Oregon PlumbL'g Specialty Code (OPSC), ' ,
o ~ ElevatioLlS of the HGL and flow lines for both cj~.llIld pnvate' s)"stems where applicable.
Design of Storm Systems (EDSPII1 Section 4.04) ..
a 0 Flow lines, slopes, rim elevations. pipe tjpe and ,izes clearly indic:ued on the phil] set
[] 5, Millinmlll pipe cover sball be 18 Inebes for Teioforeed pipe and 36 inohes fOT plain concrete and plastic pipe materials,
or proper .,gine.ring calculatioIlS sball be provided when less._The cover shall be sufficient to support ell 80,000 10
load ",thout failure ()fthe pipe structUte, "
o fi Manning's "t1" values for pipes shall be consistent ,,~th Table 4-] of the EDSP. All storm pipes sball b. designed to
achieve aminirnum velocity of three (3) feet per second at 0.5 pipe full besed on Table 4.1 .. well.
OtherlMise
tiI 0 Existing and proposed.c9n!ours, located at,one foot interval,. Include spot elevations and <itegr..deg .howing how site
drains ' .
I 0 Private sto/mwater easements shall b. clearl)' depicted on plans when private storm"..ier f10,,~ from one propert)' to
another
o I!! Drywells shall hot receive TUDofffrom llIl)' slIrf..e 1"(0 being treated by one or more BMPs, with the exception of
residential buiidiijg roofs (EDSP Section 3.03,4.A), Additi()naJ provisions apply to this as required by the DEQ. Refer
to the w~bsite: 'w'\,vw.deo.mre_oLll<;:/wD/p'mnndwa/nichome.hcm for more information.
o ~ Detention ponds shall b. designed '0 limit runoff to pre-developm<mt rates for the 2 through 25.year stollU events
*ThiJforltt shall be included <<s art attachment, inside the f1'(Jnl cover, ojllte stQl'mJ4'tI1er sillily
I,',',
, ,
,. . . - , . . . . I ' .
· lMPOR'JANl':EivGrNEERPLli1SERE.4JjBEioW~SlGN!
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As the eng;.neer of record, I bereb)' certif"the above reauired items are complete and ineluded with the su, bmitted stonnwater
' Ii 'I. .
study and plan set. / 7' M' ,
. .,/? ,i. . -" ,!;
SIgnature: t,. ,~. /, ' --------' Date: //- ,{.. d'7
/I
1/
Revised 1114/2006 Brrilda Jones
225 Fifth Street
SpringfieId, Oregon 97477
541-726-3759 Phone
/ of Springfield Official Receipt
Development Services Department
PubIic Works Department
RECEIPT #:
3200700000000000741
Date: 11/07/2007
11:21:4IAM
Job/Journal Number
PRE2007-00077
Description
CTY Subdivision Tentative Pin
Amount Due
336,90
$336.00
Payments:
Type of Payment
Check
Item Total:
Lheck Number Authorization
Paid By Received By Batch Number Number How Received
CARl & GERARDO CASAREZ emm 1350 In Person
Payment Total:
. Amount Paid
. $336,00
$336.00
"
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~-
cReceiofl
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11/7/2007