HomeMy WebLinkAboutApplication APPLICANT 4/18/2008
;City of Springfield
Development Services Departm~ .t
225 Fifth Street
Springfield, OR 97477
Date Received:
APR 1 8 2008
Site Plan Review
Original Submittal
Applicant Nam~: Rene Fabricant, P. E., S. E.
Company: Branch Engineering, Inc.
Address: 310 5th Street, Springfield, Or 97477
Phone: 541-746-0637
IFax: 541-746-0389
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AP.plicant's Rep.: Rene Fabricant, P. E., S. E.
Company: Branch Engineering, Inc.
Address: 310 5th Street, Springfield, Or 97477
Phone: 541-746-0637
Fax:
541-746-0389
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ProDerty Owner: Scot t Carver
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Phone: 503-545-4121
Company:
--------------------
Fax:
Address: 1993 Misty Meadow Drive, Folsom, CA 95630
ASSESSOR'S MAP NO: 17-02-30-43
Property Address: 3654 Kathryn Ave.
Size of ProDertv: 52,715
TAX LOT NO{S): 6400, 6401
Acres 0 Square Feet [KJ
Proposed N!lme of Project: Asphalt Paving for Scott Carver Property
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Description of If you are filling In thIS form by hand, please attach your proposal descnptlon to thiS application.
Proposal: Asphalt Paving around existing building & related site improvements
Existing Use: Rental of construction equipment 34/ q~L.itl-ntz..Lu \ ~iI.~
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New Impervious Surface Coverage (Including Bldg. Gross Floor Area): 5'/0'5'" sf
Si "a.tures: Please si nand rint your name and date in the a ro riate box on the nex,~ page.
~ssociated Applications:
're-Sub Case No.: ~'((...lm~- ()tJoaC:; Date:
Signs:
Da"ia1AU:'1"I h".
~iii.""'1r.""''''' ...,v-
:ase No.: OR (~-~'2Cf
\pplication F~~: $ t 31 '5 ,>q. 00
Date: I-.( 1/ C6 / ~ <6 Reviewed by: /}{7-
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Technical Fee: $ ~ fob. 9' J Postage Fee: $ / <..; r
"OTAL FEES: $ I LIII (..0 SS- PROJECT NUMBER: fas)~ -D(:jQoi-
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Revised 1/1/08 Mollv Markarran
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Owner Signatures
This application form is used for both the required pre-submittal meeting and subsequent
romploto appl"lrat'lon c:uhmitt::>I Il'MMor c:i,.,M::Ih .ros ::Iro r01"l1 firod at both st::>goc: in tho ::IMplir::>t"lon
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process. An application without the Owner's original signature will not be accepted.
Pre-Submittal
The undersigned acknowledges that the information In this application IS correct and accurate for scheduling of the
Pre- Submittal Meetmg.
Owner:
Date:
Signature
Print
Submittal
, Owner:
I represent this applicatIOn to be complete for submittal to the City. Consistent with the completeness check
performed on this application' at the Pre-Submittal Meeting, I affirm the information Identified by the City as
necessary for processing the application IS provided herem or the mformatlOn will not be proVided If not otherwise
contained within the submlttall and the City may begin processing the application With the information as
submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a
t~apP?~
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Date Received:
APR 1 8 2008
Original Submittal
R",,,,,::,,,rl1/1/m~ Mnllv M~rll'~ri~n
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[J Vicinity Map ,
[2(~he name, location and aimensions of all existing site featu;'es'including buildings, curb
cuts, trees and impervious surface areas, clearly indicating what is remaining and what
is being removed. For existing structures to remain, also indicate present use, size,
setbacks from property lines, and distance between buildings.
~he name, location, dimensions, direction of flow and top of bank of all watercourses
and required riparian setback that are shown on the Water Quality Limited Watercourse
Map on file in the Development Services Department
~he 100-year floodplain and f100dway boundaries on the site, as specified in the latest
adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment
or Letter of Map Revision
LJ The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead
Protection Areas Map on file in the Development Services Department
mhysical features including, but not limited to trees 5" in diameter or greater when
measured.4 Y2 feet above the ground, significant clusters of trees and shrubs, riparian
areas, wetlands and rock outcroppings
~oil types and water table information as mapped and specified in the Soils Survey of
Lane County. A Geotechnical Report prepared by an Engineer must be submitted
concurrently if the Soils Survey indicates the proposed developme.Q.t Qrea.,has unst~ble
soils and/or a high water table . Uate KeCelVea:
b. Site Plan APR 1 8 2008
~repared by an Oregon licensed Architect, Landscape Architect, or Engineer
Original Submittal
Gj--P'"roposed buildings: location, dimensions, size (gross floor area applicable to tne
parking requirement for the proposed use(s)), setbacks from property lines, and
distance between buildings
D Location and height of existing or proposedJences, walls, outdoor equipment, storage,
trash :receptacles, and signs -
13"l0cation, dimensions, and number of typical, compact and disabled parking spaces;
including aisles, wheel bumpers, directional sIgns, and striping
Q1Dimensions of the development area, as well as area and percentage of the site
proposed for buildings, structures, parking and vehicular areas, sidewalks, patios, and
other impervious surfaces
~bservance of solar access requirements as specified in the applicable zoning district
G(On-site loading areas and vehicular and pedestrian circulation
fJ Access to streets, alleys, and properties to be served, including the location and
. dimensions of existing and proposed curb cuts and curb cuts proposed to be closed
~ocation; type, and number of bicycle parking spaces
c-:-'" D Location of existing and proposed transit facilities
~rea and dimensions of all property to be conveyed, dedicated, or reserved for
common open spaces, recreational areas, and other similar public and semi-public uses
D...Phased Development Plan - where applicable, the Site Plan application must include a
phasing plan indicating any proposed phases for development, including the boundaries
and sequencing of each phase. Phasing must progress in a sequence promoting street
connectiv}ty between the various phases of the development and accommodating other
RevIsed 1/1/08 Molly Markarian
5 of 10
required public improv 'ents, including but not limited t( anitary sewer, stormwater'
management, water, o. ..l electricity. The applicant must lI,uicate which phases apply
to the Site Plan application being submitted.
,
c. Improvement and Public Utilities Plan
IT Prepared by an Oregon licensed Civil Engineer
mocation and width of all existing and proposed easements
[riocation, widths (of paving and right-of-way), and names of all existing and proposed
streets, alleys, dedications or other right-of-ways within or adjacent to the proposed
development, including ownership and maintenance status, if applicable.
[2(Location and type of existing and proposed street lighting
mocation of existing and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units, and similar public facilities
OLocation, width, and construction material of all existing and proposed sidewalks,
sidewalk ramps, pedestrian access ways, and trails
/
8 Location and size of existing and proposed utilities on and adjacent to the site including
sanitary sewer mains, storm water management systems, water mains, power, gas,
telephone, and cable lV. Indicate the proposed connection points
d. Grading, Paving, & Stormwater Management Plan
~repared by an Oregon licensed Civil Engineer
[] Planti~g plan prepared by an Oregon licensed Landscape Architect where plants are
proposed as part of the stormwater management system
OiOOf drainage patterns and discharge locations
deervious 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
guality measures; and natural drainageways to be retained -
ffixisting and proposed spot elevations and contours lines drawn at 1 foot intervals (for
land with a slope over 10 percent, the contour lines may be at 5 foot intervals)
Q Amount of proposed cut and fill
e. landscape Plan
Gl'TIrawn by a Landscape Architect
[3"Location and dimensions of landscaping and open space areas to include calculation of
landscape coverage
D--Screening in accordance with SDC 4.4-110
/'
[j' Written description, including specifications, of the permanent irrigation system
G(ocation and type of street trees '
)
GIist in chart form the proposed types of landscape materials (trees, shrubs, ground
cover). Include in the chart genus, species, common name, quantity, size, spacing,
and method of planting
Date Received:
f. Architectural Plans
APR 1 8 2008
Revised 1/1/08 Mollv Markarian
. r:.nf1fl
Ongmal Submittal
'GEXterior elevations of afl "'uildings and structures proposecb:~",)r the development site,
including height
[JI6;nceptual floor plans
g. On-Site lighting Plan
~cationl orientation, and maximum height of exterior light fixtures, both free standing
and attached
QJi\,pe and extent of shielding, including cut-off angles, and type of illumination,
wattage, and luminous area
D--Pflotometric test report for each light source
o
Additional Materials That May be Required
IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL
STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE
APPLICANT SHOULD CONSIDER UTILIZING PRE-DEVELOPMENT MEETINGS AS
DISCUSSED IN SDC 5.1-120:
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Where a multi-family development is proposed, any additional materials to
demonstrate compliance with SDC 3.2-240
Riparian Area Protection Report for properties located within 150 feet of the top of
bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the
top of bank of any direct tributaries of WQLW
A Geotechnical Report prepared by an engineer must be submitted concurrently if
there are unstable soils and/or a high water table present
Where the development area is within an overlay district, address the additional
standards of the overlay district
If five or more trees are proposed to be removed, a Tree Felling Permit as specified
in'SDC 5.19-100
,
A wetland delineation approved by the Oregon Division of State Lands must be
submitted concurrently where there is a wetland on the property
Any required federal or state permit must be submitted concurrently or evidence
the permit application has been submitted for review
Where any grading, filling or excavating is proposed with the development, a Land
and Drainage Alteration permit must be submitted prior to development
Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100
and 5.21-100
An Annexation application, as specified in SDC 5.7-100, where a development is
proposed outside of the city limits but within the City's urban service area and can
be served by sanitary sewer
Date Received:
APR 1 8 2008
Original Submittal
Revised 1/1/08 Molly Markarian
7 of 10
225 Fifth Street
Springfield, Oregon 97477
541-726-3759 Phone
Job/Journal Number
DRC2008-00029
DRC2008-00029
DRC2008-00029
Payments:
Type of Payment
Check
cRecemtl
RECEIPT #:
DescriptIOn
CTY SIte Plan RevIew
+ 5% Technology Fee
Postage Fee Type II - $155
Paid By
CARVER F AMIL Y LLC
C;"' ')f Springfield Official Receipt
Dl-. .:topment Services Department
Public Works Department
3200800000000000235
Date: 04/18/2008
Item Total:
Check Number AuthorizatIOn
Received By Batch Number Number How Received
tJ
1170
In Person
Payment Total:
Date Received:
APR 1 8 2008
Original SubmIttal
Page I of I
12:02:41PM
Amount Due
13,33900
66695
155 00
$14,160.95
Amount PaId
$14,16095
$14,160.95
4/18/2008
Page I of I
Rene Fabricant
From: STOUDER Matt
Sent: Wednesday, January 02, 2008 11 11 AM
To: rene@branchenglneenng com
Subject: No Scoplng Sheet reqUired for Site on Kathryn
HI Rene,
As discussed earlier today (1/2/08) on the phone, I do not need a sea ping sheet for the property you are working
on along Kathryn Avenue Having spent a large amount oftlme working with you on the site with you dunng
preliminary planning, I feel comfortable moving forward wlo a scoplng sheet Of course, the standard
requirements of site plan review would stili apply Let me know If you have any other questions Thanks,
Matt Stouder, PE
CIVil Engmeer
City of Spnngfield, Public Works Oept
Phone (541) 736-1035
Fax (541) 736-1021
Email mstouder@cl spnngfleld or us
Date Received:
APR 1 8 2008
0' . ,., c. 'bn' ',+...;
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4/J 7/08
,J AN. 31. 2008 9 : 08 AM
EVERGREEN LAND TITLE CO
NO. 2826 p, 2
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TITl!;; INSURANCE SERVICES · ESCROW CLOSINGS _
875 COUNTRY CLUB RD. · EUGENE, OR 97401
P.O. DOX 10211 · EUGENE, OR 97440
PHONE: 541.687.9'794
FAX: 541.6a7.0924
1651 CENTENNIAL BLVD. · SPRINCFIELD, OR 97477
P.O. BOX 931 · SPRINGFIELD, OR 97477
PHONE I 541.741.1961
FAX: 541.741.0619
January 31, 2008
Our Order No.: ELT-54647
AMENDED PRELIMINARY ItILE REPORT
Scott Carver
1993 Misty Meadow Drive
FOlsom, CA 95630
Estimated Premiutn for:
PARTIAL BILLING
$200.00
$200.00
TOTAL
Dear Scott:
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:
SEE ATTACHED EXHIBIT A
Showing fee simple title as of December 26,2007, at 8:00 a.m., vested in:
CARVER FAMILY LIMllbV P AR1NERSHIP,
an Oregon limited partnership (as to Parcell), and
CARVER GROUP INVESTORS, LLC,
an Oregon limited liability company (as to Parcel 2)
Subject only to the exceptions shown herein and to the terms, conditions and exceptions
cOlltained in the policy form. No liability is ass1llt1ed until a fulll'~\O'uJwn has been paid.
Date Received:
APR 1 8 2008
CONTINUED
Original Submittal
, --"IN OUR BUSINESS, YOU MATTER MOST"
www.evergreenlandlitle.com
.JAN. 31. 2008 9: 09AM
EVERGREEN LAND TITLE CO
NO, 2826 p, 3
ELT - 54647
Page 2
S\..I1J!.DULE B
GENERAL EXCEPTIONS
1. Taxes or assessments which are 110t shown as existing liens by the records of any taxing
authority that levies taxes or assessments on real property or by the public records; proceedings
by a public agency which may result in taxes or assessments, or notices of such proceedings,
whether or not shown by the records of such agency or by the public records.
2. Facts, rights, interests or claims which are not shown by the public records but which could
be ascertained by an inspection of the land or by making inquiry of persons in possession
thereof.
3. Easements, Or claims of easement, not shown by the public records; reservations or
exceptions in patents or in Acts authorizing the issuance thereoft water rights, clairns Or title to
water.
4. Any encroachment (of existing improvements located on the subject land onto adjoining
land or of existing improvements located on adjoining land onto the subject land),
encumbrance, violation, variation, or adverse circumstance affecting the title that would be
disclosed by an accurate and complete land survey of the subject land.
5. Any lien, or right to a lien, for services, labor, material, equipment rental or worlcers
compensation heretofore or hereafter furnished, imposed by law and not shown by the public
records.
CURRENT EXCE.r nONS
6. The requirement that a copy of the Operating Agreement and Articles of O"5~ation of
Carver Family Limited Partnership, an Oregon limited partnership, be submitted to us for
examination. Any conveyance or encumbrance by said Company should be executed in
accordance with the Operating Agreement of said Company.
NOTE: Taxes, Map No. 17-02-30-43-06401, Code 19-00, Account No. 1087616,2007-2008,
$6,421.67, paid in full. (Parcell)
Taxes, Map No. 17-02-30-43-06400, Code 19-00, Account No, 1082872,2007-2008,
$2,496.47, paid in full. (parce12)
NOTE; The address of the property to be insured herein is:
3654 KATHRYN AVENUE, SPRINGFIELD, OREGON 97478. (parcell)
NOT KNOWN. (parcel 2)
Date Received:
CONTINUED
APR 1 8 2008
Original Submittal
.JAN. 31. 2008 9: 09AM
EVERGREEN LAND TITLE CO
NO. 2826 p, 4
ELT - 54647
Page 3
NOTE: A JUDGEMENT/LIEN/BANKRUPTCY SEARCH was done for the name(s)
CARVER FAMILY LIMITED PARTNERSHIP, CARVER GROUP INVESTORS, LLC, and
as of December 26,2007, none were found.
NOTE: As of December 26, 2007, there are no liens for the City of Springfield.
INFORMATIONAL NOTE: The current vesting deed and all changes back to the deed which
vests ownership 24 months ago are as follows:
WARRANTY DEED RECORDED December 27, 1996, FROM CLAIRE M. CARVER AND
DENYSE G. CARVER., HUSBAND AND WIFE, DOING BUSINESS AS CARVER
ELECTRIC CO., A PARTNERSHIP, TO CARVER FAMILY LIMunV PARTNERSIDP, AN
OREGON LIMITED PARTNERSHIP, RECEPTION NO. 96-86265.
NOTE: AMENDED TO ADD PARCEL 2 (TAX LOT 6400).
Very troly yours,
EVERGREEN LAND TITLE COMPANY
HOME OFFICE
By: rIAl uJeJA
Jeffrey K. Walker -
Advisory Title Officer
CC: Branch Engineering
Attn; Renee Clough (Fax No. 746-0389)
NO LIABILITY IS ASSUMED HEREUNDER UNTIL POLICY IS ISSUED AND
PREMIUM PAID. IF FOR ANY REASON THE REPORT IS CANCELLED, A MINIMUM
CANCELLATION FEE OF $200.00 WILL BE CHARGED.
Date Received:
APR 1 8 2008
Original Submittal
,JAN. 31. 2008 9: 09AM
EVFRGREEN LAND TITLE CO
NO, 2826 p, 5
ELT - 54647
Page 1 of 1
Legall:>escription
EXHIBIT A
PARCEL 1:
Beginning at the Southwest comer of Lot 7, Block 7) FIRST ADDITION TO THE ADAMS
PLAT, as platted and recorded in Volume 15, Page 2, Lane ComIty Oregon Plat Records;
thence South 890 27' East along the North line of Kathryn Street as dedicated by said plat
531,75 feet to the True Point of Beginning; thence continue South 890 27' East 170.00 feet;
thence North 00 33' East parallel with the West line of said Block 7, 310.37 feet; thence North
89027' West 170.00 feet; thence South 00 33' West 310.37 feet to the True Point of Beginning,
in Springfield, Lane County, Oregon.
PARCEL 2;
Beginning at the Southwest corner of Lot 7, Block 7) FIRST ADDITION TO THE ADAMS
PLAT, as platted and recorded in Volume 15, Page 2. Lane County Oregon Plat Records;
thence North 00 33' East along the West line of said Block 7, 310.37 feet; thence South 890 27'
East parallel with the South line of said Block 7, 701.75 feet; thence South 0033' West parallel
with said West line 310.37 feet to a point on the North line of Kathryn Street as dedicated by
said Plat; thence North 890 2T West along said North line 701.75 feet to the Point of
Beginning, in Springfield, Lane County, Oregon.
EXCEPTING THEREFROM all of the following described parcel: Beginning at the Southwest
comer of Lot 7, Block 7, FIRST ADDITION TOl:ti.h ADAMS PLAT, as platted and recorded
in Volume 15, Page 2. Lane COWlty Oregon Plat Records; thence South 890 27' East along the
North line of Kathryn Street as dedicated by said Plat, 531.75 feet to the True Point of
Beginning; thence continue South 890 27' East 170.00 feet; thence North 00 33' East parallel
with the West line of said Block 7, 310.37 feet; therice North 890 27' West 170.00 feet; thence
South 00 33' West 310.37 feet to the True Point of Beginning, in Springfield, Lane County,
Oregon.
Date Received:
pp~ ' 8 2008
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Date Received:
APR 1 8 2008
Original Submittal
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. J AN. 31. 2008 9 : lOAM
EVERGREEN LAND TITLE CO
NO. 2826 P. 7
Privacy Policy Notice
As adopted July 1, 2001
Evergreen Land Title Company
Private Policy Notice
PURPOSE OF THIS NOTICE
Title V of the Gramm-Leaclt-Bliley Aet (GLBA) generally pmhibits any financial InstItutiOn, directly 0,
through its affiliates, from sharing nonpublic personal infonnation about you with a nonafftJiated third party
unless the institution provides you with a notice of its privacy policies and practices, such as the type of
infonnation 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 pmvidmg you with this docwnent, which notifies you of the privacy
policies and practices of Evergreen Land Title Com.pany.
We may collect nonpublic personal infonnation about you from the folloWing sources:
· Information we ..-eceive 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 reporting agency.
· Information that we receive froDl others involved ill your transaction, such as the real estate agent or lender.
Unless it iB specifiCally stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal
information will be collected about YOll.
We may disolose any of the above information that we collect about Out custome..-s or fonner customers to our
ltffiliatos or to nonaffiliated third parties as pennitted by law.
We also may disclose this infonnation about our customers or fonner customers to the follOwing types of nonaffiliated
companies'that perform marketing services on our behalf or with whom we have joint markoting agreements:
· Financial service providers such as companies engaged in banking, consumer finance, securities and insunmce.
· Non-financial companies such as envelope stuffers and other fulfillment service providers.
WE DO NOT DISCLOSE ANY NONPUBLlC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR
ANY PURPOSE THAT IS NOT SPECIFICALLY PERMIlTED BY LA W.
We restrict access to nonpublic personal infonnation about you to those employees who need to know that infomlation
in order to provide products Or services to you. We maintain physica~ electronic and procedural safeguards that
comply with federal regulations to guard your nonpublic personal information.
Date Received:
APR 1 8 2008
Original Submittal
.JAN. 31. 2008 9:10AM
EVERGREEN LAND TITLE CO
NO. 2826 P. 8
Privacy Policy Notice
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, LandAmerica Companies: Commonwealth Land Title Insurance Company,
Conunonwealth Land Title Insurance Company of New Jersey, Industrial Valley TItle Insurance Company,
Land Title Insutance Company, Lawyers Title Insurance Corporation, Title IllSUnInce Company of America,
Transnatiol1 Title Insurance Company, Transnation Title Insurance Company of New York
PURPOSE OF TillS NOTICE
Title V of the Gramm-Leach-Bliley Act (OLBA) generally prohibits any financial institution, directly or
through its affiliates, from sharing nonpublic personal infoImation 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
infonnation that it collects about you and the categories of persons or entities to whom it may be dISclosed.
In compliance with the OLBA, we are providing you 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 InslU'ance
Company, Charter Land Title Insurance Company; LandAmerica 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, Title Insurance
Company of America, Transnation Title Insurance Company, Transnation Title Insurance Company of New
York.
We may collect nonpublic personal information about you frOlU the following sources:
· Informa.tion We receive from you, such as on applications or other forms.
· Infonnation about your transactions we secure from our files, or from our affiliates or others.
· Information we receive from 11 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 oollected about you.
We may disclose any of the above infonnation that we collect about our oustomers Ol' fonner customers to our
affiHates or to nonaffiliated third parties as pennitted by law.
We also may disclose this infonnation about our customers or fanner 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 llrld insurance.
· Non~financial companies such as envelope stuffers and other fulfillment service pro'Viders.
WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMArrON ABOUT YOU wrrn ANYONE FOR
ANY PURPOSE THAT IS NOT SPEC1FICALL Y PElUt.ull BlJ BY LAW.
We restrict aooess to nonpubIic persooaI infonnation about you to those employees who need to know that information
in ,order to provide products or services to you. We maintain physica~ electronic and procedW'al safeguards that
comply with federal regulations to guard your nonpubllc personal infonnation. D t R . d
a e ecelve:
APR 1 8 2008
. Original Submittal
, EV~RGREEN LAND TITLE CO
-JAN. 11. 200S- 9: 09A~;' "
-.r,:;--"........ '.1.:. _,
-NO. 2319 - p, 2-
M,,,__. ii' ..
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After mordlu,. rClllDl to:
9686265
lTnrll a c:!lang~ ill rcqllCllM, maD au lat
S1~II_ 10:
CARV!R J:lArifH,y LlMrrllD PAR'fNBRBHllJ
Z!18S1 Oli<l~ SDIlet "
Ilugcu, Oregoa 117405
1'Q. ~COllllt No. 108287a and 1oa1S16 1
Hcrs!lber, HUlllcr, Andrews,
Nan &: limhb. LLP
180 IlUt lIch AVI:lJuc
BugcQc, OmgQlJ 117401
WAllRANTyDDn
ctAmB 1.(. CMVI3lt aIld DENYS! ct. CARVllR, huilmld iIlId wif., dolna bllslneJ$ as CIln'er
IllDcl\ic Ca.. a ~~~, I3l'5l11on. colWcy 1lDd l\1rl!lll 10 CAA~ rAMIl,y t.rMI]"Sll
1'ARTNBa!lDP, an Om8011 Jimi~ ~p, Ol'8lllet, the [olloWinB"'~i(led re;J proPlll\y. rre. or
ClICUIIIbllllCM e.Ecejl~ as SjIOcI1k&Uy ser ~I heRla;
PMCBr,. 1. Becin.ams /If tho SOl1lliYretl come: DfLol7,1llack 7, Jllm .\ddidalllO &he
A4anIs PIal, lIS planed lllId telmdrd Ia Volmne 1$, ~.2, ~ CoImI)r Oregon PlAt
' ke~otdi, tbeacu Soulh 89"27' Baat a1l111J lito NCIllb IIIlI: of lC.u/uyIa Street IS dedtalle4.
bY.lllldlJlaI S3J.7$f.IbJlJetnleJlolntot~ /bou(:ecomlIl1leSollIllS,"27'1lIIt
110,00 r.. ~ Norlb 0"33' llul Jlad/lcI WlIhClle It"UllillO otsBlllBlogk7 !10Jl7
/ti:t,lIte.1l.1o ~onlI S9ez7' Will 170.00 Ccc:t. rhcace $OUlh 0'33' WSC31O,31 fa:c 10 Ihe
true goiut ot"e~, IIr ~c/d, L1bo t'ollDC)', Orcgou.
I'AlClltIl: ~lltlllo S01IdlwaeeoWrofl.ol7, B10lIk7, PlQ(AddlliOll to 'IlIo
Adams .(lf~l, IS lll~ lIIId 1eI:QIlIed III VOlunlc 15, hao " Uuo CoIIIll)' olV,gOI1 Pmt
R4c0nb; rhDAce NortII 0'33' Bille alq IIMi WHt I!Pe of 11lId Slott 7, 'lo.s7 f~;
rIleI1ce 8our1l89"21' UaatpmlIe/ 11'1111 tile SOlIlllline of S'~J4 DJoQ: 7, '101.75~; lllellCe
SclIIIh 0 "33' \V~t p.IraIleJ wllll $l\ld \Vest JiDe 310.3'/ Rer 10 a poilu 01\ tlJe Nortlll!ml
of~ BlIlml u d~el~ by ~ plm; tIIC11Ce NOllh 89'21' WeIlt iIIoll"llld Nonh
l.in~ 701,75 kcllo rile Po~ of Jeaillllhtl. Ja Sprlngliaid. laiD c~. OrlllOll
~1Ila;.:~"9~A&:C 10.110
TIle lnlD ~lI$idtrDdOll lor lbIa ~~ 1Il1lOac. %EM1Ec.U't6"~F\i,\) 10.00
~a:.27JP6.lI2A&T FUt.l) zn.1.ll
no IJabbky IIJId obll~ollS or Gr.IbroIlIO GIi1I\II' ~ ~'IIU~!1 aad Illigu ~
/fiG IV~ BlId.. ,,'....u~ COIIlal.oedbcrein orprovid4d bYlaw slWl btllillilcd 10 dIIllllllOlmr.ll8hlra,
and lerms of lIlY lil~ ilIslll'4llce tCJVeQp lVlIIJrble fO <iIBIuom IIIIdcr lll\Y llu. las~ plIU;y, Ill<!
OlQQJolv fhallllave 110 llAbiJiiy or obIisalJDlIIllICllpt 10 die cqrntlhar Mull ''''.;, .,: for ~ llabWI7 or
oWJplillll1l atlilsbJe to Gnbtoll mlu AI\Y litle iIlsur,wo polJay. 1111 lllldlalillll!l CODlIIIIed herein
IXJll'QIIy do n'ot telley, G~ of my JJabiJil;y or obli~OIlS llIld~ 11IIs IlISlrulllel1t. bur fIIete1y dolInc
tile l<<:vpe, 1WU1e, IUld amoum ot 8llch IiAbdJI1 Or ob~,
'hJIs !l'lSTlUIMllNr WR.L Not .w.OW t1S',e OF tH8 PROP!lll.tY DllsCatIu;O IN 'll11S
J1l/STRUJ4mIT IN vrOI.AnON oP AP!>UCABLE tAN!) USE LAWs ANI) RllGtlLATfONs.
lIJiPOJUUIClNlNaOk Accal'I7NG rms JNSTRtlMl!NT, THl!P.6RSON p.CQIJIRlNG llBan1tE
TO THS PaOl'BRTY SHOlJU) ClmCK W11'ff 'l'HS APPROPRlATB Cl1'Y OR COlmTY
PLAtOONa bBPAR1'MBNT TO VBIUPY API'ROVSD US.l!S AND '1'0 Dll1'BRMINg &N lTMlrs
O~ LAWsurrs AGAINST F;.RMIN(l OR FOUST f'RActfCll$ A~ OBl'!ffi3b J)\/ ORB !O.~
Pall'e I-WARAAmY Dllm
I
Date Received:
........
APR 1 8 2008
Original Submittal
,a-
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"'JAN. 1 L 2008- 9: 1 OA~Fv~RGREEN LAND TITLE CC
"".W"
,.NO, 2319-.P. L '"'' ~ ,
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968G~G5
IBB PBOI'IlR'I'Y Dl!SClllBEO IN lHIs nlS'J'RUt<f&NT ?MY !lor BB Wl1'HJN A FIa!
Pk<mcrJON D18TlUCI' PlOt&CrlNo S1ll.UCTVRES. 'l'1IIs PlWl'!3RTYIS StlllJiC'I' TO LAND
US]! LAWs J\ND 1lEGUI.t\1I0NB. WJUCII. IN FARM 01 POIlBS1' ZONES, M.\y NtYr
ADmOlllZEl eoNstluC:nON OR SlTJNij OF A a.:..,...~\CB AN]) "AL~n J.bm'MWSii
ACWNST p~ Olt POJU!ST PRACl'ICIl8 AS DaPlNBD IN ORB 30.930.IN W. ZO .
lll!PORB stGNllm ORACcBPt'INoTHIS JNSTlttlllD3Nr, '1'HB PBRSON ACQ1DlUNCI fEB
TO 'Dl:S PllOI>EllfY sIl;OULD CHl!CK W1TB 1118 Al'PloPlUA'l'B CI'lT Ok. cotJlm'
PlANNING DBPAR'l'AiB1II1' TO VEIUPY APPROVED USES AND IlXISTIlNCIl OF fIP.I
f1\OT5Cl'IoN OOR BTltUCTU1Uls.
DATBl) lids 23rd ~ at Deccmbu. 1996.
f' fg~- Yn (2 ~
QltcM. Caner
~. tl't S!t L6 "-wJl )
~ . Calver
STATB Of O.REOON )
) ~.
COuNrr Of L.\Q )
Thlc IDfll'ollllllm \VII ggllllowltdgllll ~ mo th!I2!lDl clay Df I>=IllIlttt, 1!l9li, by CIaII'I M.
Carver lIIIlI ~I G. ClIMr.
.. '."~I.'.I.-
~V~.LCIMll ,
1'\l'~'''''UB~M ,
- "J' ,,:OII"O.lli1111117
rueolt~:~.:. .,,'_ ~'~':fI~. Dr 1DJf
~~
N6ta1y P\lbllo (Or Umgm!
M) eonw!JsiOll~: 8/29/98
S'*W IlfON!llfll
GouII., of 1luIe - IS,
flll4~aalt,"'anoIIllrIhtIDld
ca;l'f1do~~lIIollhalll1ih1ll
_.....r.r,.00III1ll
~ 2-WAlUlJ\NTY D.EBD
'0 te:'96 1J 018
RI.1 2249R
Lon.e.w.., OfROAL..,..lo
..... CWnlYCI.m
!l), .Q.;p A .,J../,.)I
~ I;lNR
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Date Received:
APR 1 8 2008
Original Submittal.
, :
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.
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...
After recording, return to:
, ,
Division of Chief Deputy Clerk 200f.Of0155
Lane Counly Deeds and Records g g
- 1 , __ . .. 'I -. I, $36.00
11z3614320060'601551121033
08/18/2006 03:31:20 PM
RPR-DEED Cnt=l Sln=9 CASHIER 04
$15.00 $11.00 $10.00
~.
Arthur J. Clark
Hershner Hunter, LLP
180 East 11th Avenue '
P.O. Box 1475
Eugene, Oregon 97440
Until a change is requested,
mail all tax statements to:
Carver Group Investors, LLC
10792 S.W. Heron Circle
Beaverton, OR 97007
Tax Account No. 1082872
Map & Tax Lot No. 17 02 30 43 06400
WARRANTY DEED
..
Carver Family LLC, an Oregon limited liability company, Grantor, conveys and warrants
to Carver Group Investors, LLC, an Oregon limited liability company, Grantee the real property
descnbed on the attached Exhibit A, free of encumbrances except as specifIcally set forth herem.
The true conSideration for this conveyance is none.
The liabilIty and obligations of Grantor to Grantee and Grantee's successors and assigns
under the warrantIes and covenants con tamed herein or provided by law shall be limIted to the
amount, nature, and terms of any title Insurance coverage available to Grantor under any title
insurance policy, and Grantor shall have no liabilIty or oblIgation except to the extent that
reimbursement for such lIability or obhgatIOn is available to Grantor under any tItle insurance
policy. The hmitations contained herem expressly do not reheve Grantor of any habIhty or
obligations under thIS Instrument, but merely d~fine the scope, nature, and amount of such
liabIhty or oblIgatIOns.
BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON
TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF
ANY, UNDER ORS 197.352. THIS INSTRUMENT DOES NOT ALLOW USE OF THE
PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLA nON OF APPLICABLE
LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS
INSTRUMENT, THE PERSON .ACQUIRING FEE TITLE TO THE PROPERTY SHOULD
CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO
Date Received:
APR 1 8 2008
Page I-WARRANTY DEED
Original submittal
';
"
t
VERIFY APPROVED USES, TO DE1ERMINE ANY LIMITS ON LAWSUITS AGAINST
FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930 AND TO INQUIRE
ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, n=< ANY, UNDER
ORS 197.352.
DArbU:
~/J:Z-
,2006.
CARVER FAMILY LLC
By: .J,-\jOA~ .94~
2enysf:.,~c;~rve?, Mana~er __".
By: ~~/~
~ Scott Carver, Manager '
STATE OF OREGON )
) SS.
COUNTY OF WASHINGTON )
This Instrument was acknowledged before me on a.uq uS/-- f?- , 2006, by
v
Denyse G. Carver, Manager of Carver FamIly LLC.
F~~--- Offi6iALSEAL - --- ~~
f MARY K. FRISBIE
,. NOTARY PUBUc-OREGON
~ COMMISSION NO. 373925 ,
'~~ e ~~~~~S~N~!S!O~~ER 11,2~~
L1Yla ,JtJ f{ . r:n fSb &
Notary pub!ll for Oregon
My commISSIon expIres: / 1- 11 -OJ
STATE OF OREGON )
_ __)~ss.____.___
COUNTY OF WASHINGTON )
--- -"-'"'="-_..-.
This instrument was acknowledged before me on
John Scott Carver, Manager of Carver FamIly LLC.
af/lOU (\1 J J-
Of , 2006, by
u
"--------------"'.
'6)--- , '--'--'--OFFiCW.SEAL I
~ _ MARY K. FRISBIE
) NOTARY PUSUc-OREGON
. " COMMISSION NO 373925
l__Y!~~~!2.NpPIRES ~~~~~~~:';
0'nQrd I~. h-18:b?
Notary PublIc f<W'Oregon I
My commission expires: I -/ / -()7
Date Received:
APR 1 8 2008
Page 2-W ARRANTY DEED
Original Submittal
...
~
E~lHtlIT A
Beginning at the Southwest comer of Lot 7, Block 7, FIrst Addition to The Adams Plat, as
platted and recorded in Volume 15, Page 2, Lane County Oregon Plat Records; thence
North 00 33' East along the West line of said Block 7, 310.37 feet; thence South 890 27' East
parallel with the South lme of said Block 7, 701.75 feet; thence South 00 33' West parallel with
said West line 310.37 feet to a point on the North line of Kathryn Street as dedIcated by said plat;
thence North 890 27' West along said North lme 701.75 feet to the Point of Beginning, in
Springfield, Lane County, Oregon.
EXCEPTING THEREFROM all of the following descnbed parcel: Beginning at the Southwest
comer of Lot 7, Block 7, First Addition to the Adams Plat, as platted and recorded in Volume 15,
Page 2, Lane County Oregon Plat Records, thence South 890 27' East along the North line of
Kathryn Street as dedicated by said plat 531.75 feet to the true point of beginning; thence
continue South 890 27' East 170.00 feet, thence North 00 33' East parallel with the West lme of
said Block 7 310.37 feet, thence North 890 27' West 17000 feet, thence South 00 33' West
310.37 feet to the true point of beginning, m Springfield, Lane County, Oregon.
Date Received:
APR 1 8 2008
EXHIBIT A
Onginal submittal
If'
t'
"
Date Received:
APR 1 8 2008
Original Submittal
PUBLIC UTILITY EASEMENT
Tax Map 17-02-30-43, Portions of Tax Lot 6401 (on the date of execution)
THIS INDENTURE MADE and entered Into this i d- day of ;:::P h ,.. u y U ,2008 by and
between CARVER FAMILY LIMITED PARTNER# an Oregon IIml(ed partnership, h~lnafter referred to
as the Grantor, and the CITY OF SPRINGFIELD, a mUnicipal corporation, In Lane County, Oregon, hereinafter
referred to as the Grantee
WITNESSETH In Consideration of the acceptance by Grantee and the use or holding of said easements for
present or future public use by Grantee, Grantor hereby grants, bargainS, sells and conveys unto the Grantee,
a perpetual easement, 7 00 feet In Width, together with the right to go upon said easement area hereinafter
described for the purpose of constructing, reconstructing, maintaining and uSing PUBLIC UTILITIES which may
hereafter be Installed on the follOWing described property, to-Wit
SITUATED in the City of Springfield, Lane County, State of Oregon in the Southeast 1/4 of
Section 30, Township 17 South, Range 2 West ofthe Willamette Meridian and described as
follows:
BEING a portion of the lands that were conveyed as "PARCEL I" in that certain Warranty
Deed to CARVER F AMIL Y LIMITED PARTNERSHIP, an Oregon limited partnership, that
was recorded December 27, 1996 in Reel 2249R at Reception Number 9686265 in the Official
Records of Lane County, State of Oregon. Said portion being more particularly described as
follows:
BEING all of the southerly 7.00 feet, by perpendicular measurement, of"P ARCEL I", which
strip lies contiguous with and northerly ofthe north margin of Kathryn Avenue (a 60.00-foot
wide right-of-way), as said margin and street are shown on the plat of "First Addition to the
Adams Plat" as platted and recorded January 27, 1949 in Volume 15 at Page 2 in the Plat
Records of Lane County, State of Oregon.
TO HAVE AND TO HOLD the above easement unto the said Grantee, ItS successors and assigns forever
IN WITNESS WHEREOF,.Jbe I Grantor above named has hereunto set
J 'r day of r--Lb~c.-L '"iYv'-cA ,2008
- J
CARVER FAMILY LIMITED PARTNERSHIP, an Oregon limited partnership
Sign ~ (J r:~
Print Name., 'J: "'~.' {jq-!Gvt:;f<....
Print Title rl ~ c...<.-~
,
ItS hand and seal thiS
Slgn-1f~_ >d ~_ /
Print Name]:J&: Nl / ~ l: Ca..g II ~ 1<-
(
Print Title
h{r4 /I./A Sf;: Q
SEE PAGE 2 FOR ACKNOWLEDGEMENTS
THE CONVEYANCE set forth In thiS Instrument conveYing title or Interest to the City of Springfield, a MUniCipal
Corporation of the State of Oregon, IS hereby approved, and the title or Interest conveyed therein IS hereby
accepted
CITY OF SPRINGFIELD
By
DenniS P Ernst - City of Springfield Surveyor
Date
RETURN TO CITY OF SPRINGFIELD - PUBLIC WORKS DEPT - 225 FIFTH STREET - SPRINGFIELD, OREGON 97477
Z 12007107-194 CarverISURVEYlLEGALSI07-194 PUE TL 6401020808 doc
REVISED September, 2004
,"{ )
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r
~
'. '
Date Received:
STATE OF
COUNTY OF
G
"SaunM.Orl~
APR 1 8 2008
} SS
\ r-b Original Submittal
BE IT REMEMBERED that on this l't.-p day ofl-e , 2008 before me, the
undersigned, a notary public In and for said County and State, personally appeared the within named
b~!~€" ~\Ii::R fr.D J(\,rN S. C~~~e Identity was proven to me on the basIs of satisfactory eVidence
and who by me duly sworn, did say thaUle/6R~ 1s.tbeLa of the Within named limited
partnership and does acknowledge said Instrument to be the free act and deed of said partnership, and that
said Instrument was signed and sealed In behalf of said partnership
IN TESTIMONY WHEREOF, I have hereunto set my hand and afflxee-Q1y OrfiCI~i1-SeaJ~he d y 'nd year last
above wntten ~ I
/. ---.
, " ".., ., ,.I ~.. ~ A A ~ l Notary Public for G
JEFF DEWITT
";. Commission # 1737070
. Notary Public - California ~
Sacramento County !:
~comm.,,~res~b.2?1,1 ~
'+-"-20/1
My CommiSSion Expires
J
STATE OF
COUNTY OF
ss
.J
BE IT REMEMBERED that on this day of , 2008 before me, the
undersigned, a notary public In and for said County and State, personally appeared the Within named
whose Identity was proven to me on the basIs of satisfactory eVidence
and who by me duly sworn, did say that he/she IS the/a of the Within named limited
partnership and does acknowledge said Instrument to be the free act and deed of said partnership, and that
said Instrument was signed and sealed In behalf of said partnership
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year last
above wntten
Notary Public for
My Commission Expires
7.00-FOOT PUBLIC UTILITY EASEMENT
WITHIN THE LANDS OF
CARVER FAMILY LIMITED PARTNERSHIP
Page 2 of2
!
'f.
Date Received:
Recorded at the request of and
after recording return to:
APR 1 8 2008
Branch Engineering, Inc.
310 Fifth Street
Springfield, OR 97477
Original Submittal
PRIV ATE JOINT -USE STORMW ATER EASEMENT
AND
MAINTENANCE AGREEMENT
The true and actual consideration for this declaration is other than monetary.
RECITALS:
1) CARVER GROUP INVESTORS, LLC, an Oregon limited liability company, Grantor,
is the owner of the lands that were conveyed in that certain Warranty Deed that was recorded
August 18, 2006 at Recorder's Number 2006-060155 in the Official Records of Lane
County, State of Oregon.
2) CARVER FAMILY LIMITED PARTNERSHIP, an Oregon limited partnership,
Grantee, is the owner of the lands that were conveyed as "PARCEL I" in that certain
Warranty Deed that was recorded December 27, 1996 in Reel 2249R at Reception Number
9686265 in the Official Records of Lane County, State of Oregon.
3) The Grantee desires to acquire an easement for transference of storm water from its lands
across the lands of the Grantor to public storm drainage facilities that lie in the public right-
of-way to the west that is known as 35th Street.
4) Grantor and Grantee desire to establish maintenance responsibilities for the joint-use storm
facilities that will lie in said easement.
THEREFORE:
CARVER GROUP INVESTORS, LLC, an Oregon limited liability company, Grantor, hereby
grants, transfers and conveys to CARVER FAMILY LIMITED PARTNERSHIP, an Oregon
limited partnership, Grantee, a non-exclusive, perpetual, appurtenant easement for storm water
conveyance including, but not limited to pipes and open ditch, over and under the strip of land that is
described in Exhibit "A" attached hereto and made a part hereof. The use of said easement shall be
subject to the following:
1) Both the Grantor and Grantee shall have joint use of the storm facilities in the easement
area.
2) Costs and maintenance of the open ditch shall be shared equally between the Grantor and
Grantee.
3) Costs for maintenance and repair of the private storm facilities that are specific to an
individual owner shall be the responsibility ofthat owner.
4) The easement is not personal or in gross, but is appurtenant to each and every portion of
the lands of the Grantor and Grantee.
5) Grantor shall at all times, and without restriction, have the right to use the easement area
for purposes not inconsistent with the purpose of the easement.
6) Said easement shall run with the properties herein described and shall be binding on and
inure to the b(;llefit oft11e parties l1eretu, their heirs, successors or assigns.
IN WITNESS WHEREOF, we have executed this PRIVATE JOINT-USE STQ.R1\1WATER
EASEMENT AND MAINTENANCE AGREEMENT on this /;.j day of H-br t.( iLv--l..J
, 2008. J
SEE PAGE 2 FOR GRANTOR SIGNATURES AND ACKNOWLEDGEMENTS
SEE PAGE 3 FOR GRANTEE SIGNATURES AND ACKNOWLEDGEMENTS
PRIVATE JOINT -USE STORMW ATER EASEMENT
AND
MAINTENANCE AGREEMENT
Page 1 of 4
"
"
"-
'\.
CARVER GROUP INVESTORS, LLC, an Oregon limited liability company, Grantor
S'gn A /) f I1/vV-l-,
V --' "-
Print Name 5: ~. [M-- i.1.....st:
Sign LnO/1AL/1,~5;{ ~/UL{/{ /'
- d ,~
Print Name, D ~}..j y .J ~ C 14 Q Ii/,:- Q...
Print Title H~ t?-j~
Print Title 'h/ ~(t~.~J/
STATE OF C'A I """
COUNTY OF ~{lfO.-M~ 55
BE IT REMEMBERED that on this I + day of \-eb . , 2008 before me, the
, underslg~d, a notary public in and for said County and State, personally appeared the within named
~>/S€ b. ( ~ AND, b\W S, Co.e.~who~dentlty was proven to me on the baSIS of satisfactory eVidence
and who by me duly sworn, did say that he'bl'~~ of the within named limited
liability company and does acknowledge said instrument to be the free act and deed of said liability company,
and that said Instrument was signed and sealed In behalf of said limited liability company
IN TESTIMONY WHEREOF, I have hereunto set my hand and afflxeckmYOffiClal-~sl the day ~~ year last
above written ---z~ ~
___ ~p_ J
C "J<'
Notary Public for l.A
,"t......... .. ..... .... .. ... ... .... .... .... .... ... A.. ..
JEFF DEWITT
Commission # 1737070 ~
Notary Public - CallfornlO ~
Sacramento County ~
"MyComm IExpires,Apr~: 201,1, E
t+- c'o - 2.aJ VI
My CommiSSion Expires
~
STATE OF
COUNTY OF
55
BE IT REMEMBERED that on this day of , 2008 before me, the
undersigned, a notary public In and for said County and State, personally appeared the within named
whose Identity was proven to me on the baSIS of satisfactory eVidence
and who by me duly sworn, did say that he/she IS the of the within named limited
liability company and does acknowledge said Instrument to be the free act and deed of said liability company,
and that said Instrument was signed and sealed In behalf of said limited liability company
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year last
above written
Notary Public for
My Commission Expires
Date Received:
APR 1 8 2008
Original submittal
PRIVATE JOINT -USE STORMW A TER EASEMENT
AND
MAINTENANCE AGREEMENT
Page 2 of 4
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CARVER FAMILY LIMITED PARTNERSHIP, an Oregon limited partnership, Grantee,
Sign A [) ('~
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Print Name J. ~, Arc v'1::::..""t:
Print Title 11 ~M ~
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Sign j _~ f!:nAAN A _.J
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Print Title
STATE OF
COUNTY OF
OA I
~CIZ2,~
55
BE IT REMEMBERED that on this I + day of s::;t. , 2008 before me, the
undersigned, a notary public I.!J.. and for said County and State, personally appeared the within named
~1S€ b C~ PttJ) ~ brlN $'. ( AR-~hos~t~ was proven to me on the baSIS of satisfactory eVidence
and who by me duly sworn, did say that h ts-the/a of the within named
limited partnership and does acknowledge said Instrument to be the free act and deed of said partnership,
and that said Instrument was signed and sealed In behalf of said partnership
IN TESTIMONY WHEREOF, I have hereunto set my hand and affl~mY-oifl{j)-i - eal--l~e_' and year last
above written I (~
-- '"""
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Notary Public for ( . A
~.... ~.... ',.I'';E:F DEw~; I I ~
1: ...... ; Commission # 1737070 t
~ : -. Notary Public - California ~
z" sa. cramento County t
J My~~m ~lr~~.6.~0l\,t
+-~-LD U
My CommiSSion Expires
STATE OF
COUNTY OF
55
BE IT REMEMBERED that on this day of , 2008 before me, the
undersigned, a notary pUblic In and for said County and State, personally appeared the within named
whose Identity was proven to me on the baSIS of satisfactory eVidence
and who by me duly sworn, did say that he/she IS theta of the within named
limited partnership and does acknowledge said Instrument to be the free act and deed of said partnership,
and that said Instrument was signed and sealed In behalf of said partnership
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year last
above written
Notary Public for
My CommiSSion Expires
Date Received:
APR 1 8 2008
Original Submittal
PRIV ATE JOINT -USE STORMW A TER EASEMENT
AND
MAINTENANCE AGREEMENT
Page 3 of 4
,I:
, .
!
EXHIBIT" A"
10.00'-20.00' WIDE PRIVATE
JOINT-USE STORMW ATER EASEMENT
SITUATED in the City of Springfield, Lane County, State of Oregon in the Southeast 1/4 of
Section 30, Township 17 South, Range 2 West of the Willamette Meridian and described as
follows:
BEING a portion of the lands that were conveyed in that certain Warranty Deed to Carver
Group Investors, LLC, an Oregon limited liability company, that was recorded August 18,
2006 at Recorder's Number 2006-060155 in the Official Records of Lane County, State of
Oregon. Said portion being more particularly described as follows:
BEGINNING at a point on the east line of said lands that were conveyed to Carver Group
Investors, LLC, that lies on a line that is parallel with and 7.00 feet northerly, by
perpendicular measurement, from the north margin of Kathryn Avenue (a 60.00-foot wide
right-of-way), as said margin and street are shown on the plat of "First Addition to the Adams
Plat" as platted and recorded January 27, 1949 in Volume 15 at Page 2 in the Plat Records of
Lane County, State of Oregon; THENCE, leaving said POINT OF BEGINNING and along
said east line of said lands that were conveyed to Carver Group Investors, LLC, NORTH 000
33' 00" EAST 10.00 FEET, more or less to a point on a line that lies parallel with and 17.00
feet northerly, by perpendicular measurement, from said north margin of Kathryn Avenue;
THENCE, along last said parallel line, NORTH 890 27' 00" WEST 380.00 FEET to a point;
THENCE, perpendicular to said margin, NORTH 000 33' 00" EAST 10.00 FEET to a point
on a line that lies parallel with and 27.00 feet northerly, by perpendicular measurement, from
said north margin of Kathryn Avenue; THENCE, along last said parallel line, NORTH 890
27' 00" WEST 151.75 FEET, more or less to a point on the east margin of 35th Street (an
80.00-foot wide right-of-way), as said margin and street are shown on said plat of "First
Addition to the Adams Plat"; THENCE, along said east margin, SOUTH 000 33' 00" WEST
20.00 FEET, more or less, to a point on aforesaid line that is parallel with and 7.00 feet
northerly, by perpendicular measurement, from the north margin of Kathryn Avenue; AND
THENCE, along last said parallel line, SOUTH 890 27' 00" EAST 531.75 FEET, more or
less, RETURNING to the POINT OF BEGINNING and CONTAINING 6,835 Square Feet
more or less.
Date Received:
APR 1 8 2008
Original Submittal
PRIVATE JOINT -USE STORMW ATER EASEMENT
AND
MAINTENANCE AGREEMENT
Page 4 of 4
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DATE I res 13 2008
'''=20'
SCALE
DRAWN
BY
DESIGNER RF
CHr;:ED I Rr
~~OJ%f:1 07-194
SHEET NO
C2
4 OF I 1 SN[ET(S)
JLa
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CIVIL
James A Branch, P E , P L S
Rene Fabricant, S E, PE
Michael Lane Branch, P E
Damlen Gilbert, P E
Renee Clough, P E
February 25, 2008
Molly Markanan
Planl11ng DIVISion
Development Services Department
City of Spnngtleld
225 Fifth Street
Spnngfield, Oregon 97477
Project InformatiOn
Applicant: Branch Engll7eenllg, Inc For Scott Carver
Site addresses: 3654 Kathryn Avenue, Spnngfield
Tax Map: 17-02-30-43, Tax Lots 6400 and 6401
Attachments:
SUBMITT~L Site~Plan Application, Type II
For the "Asphalt Pavmg for Scott Carver" project, and related site Improvements
The fee for the Site Plan Review, $14,160.95, a c;heck from
Scott Carver to the City of Spnngfield
Eighteen copies of the civil engineering drawing set, by Branch Engineering, Inc" 11/ II
One additional Copy of the site plan reduced to 8 Ih" x 11", ] /1
Three copies of an Email from Matt Stouder, P.E., for storm-water scopmg reqUirements
One copy of the warranty deed, 1/1
One copy of the preliminary title report, 4/4
Date Received:
APR 1 8 2008
Original Submittal
/
STRUCTURAL
TRAFFIC / TRANSPORTATION
SURVEYING
~ ~! ~;j; ~~
Three Copies of a public Utility Easement for portIOns of Tax Lot 6401, signed, notanzed,
not recorded, 2/2 "-~",' "', ','
Three Copies of a public Utility Easement for portIOns of Tax Lot 6400, signed, notanzed,
not recorded, 2/2
Three copies of a Joint-Use Stormwater Easement and Maintenance Agreement, 4/4
One Copy of a letter seeking uemption from the DWP application submittal reqUIrement
ThIS letter IS wntten by John Crawford, manager for Safway Supply, Inc , the tenant 1/1
Three copies of the Drainage evaluation and storm-water calculations 23/23
Three copies of a Technical Memorandum by Damien Gilbert, P.E. regarding a the
necessity of a Traffic Impact Study, 1/1
Dear Planner
Please review the attached documents I hope that you find thIS applIcatIOn complete and
,- easy to follow Below IS a summary response to the site plan reView application reqUirements
Application fee: $14,16095 IS attached for the Site Plan ReView ApplIcatIOn
Right-of- 'V ay Approach permit application: Does not apply
Storm water Management system study:
Please see the attached correspondence from Matt Stouder, PE, dated January 2, 2008
Traffic Impact Study:
Please reView the techmcal memorandum by Damlen Gilbert, P E , 1/1
Date Received:
APR 1 8 2008
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Project discussion:
The property IS zoned as Heavy lndustnal AdJac,ent propertIes to the North, East, and
West are also Heavy lndustnal Propert'I-es on the south'sIde of Kathryn Avenue are Low DenSIty
ReSIdential
The clIent proposes to construct asphalt pavement around the eXIsting steel buildmg on
Tax Lot 6401 and some asphalt pavement on Tax Lot 6400 The eXIstmg bUlldmg was ongmally
used by Cm vel' Elect7 7C as an electncal contractor's shop and storage bUlldmg The bUlldmg IS
presently leased to Salway Supply (a Thyss'enK7'lIpp Sel'V7CeS Company) Salway Supply rents
constructIOn eqUIpment to bUlldmg contractors and to the general publIc The area outSIde of the
buddmg IS used for storage of rental scaffoldmg and other eqUIpment mtended for rental
That arrangement wIll remam unchanged A cham lInk fence wIth green slates wIll be
constructed, so as to obscure the rental eqUIpment area from vIew from Kathryn Avenue
Other Improvements are those whIch are reqUIred to conform to the CIty of Spnngfield
development Code AccessIble route, accessIble parkmg, Covered bIcycle storage, landscapmg
and approaches
Presently, there IS no storm-water collectIOn system, roof down-spouts lead dIrectly to the ground
adjacent to the bUlldmg Surface water at the gravel area around the bUlldmg collects m puddles
A storm-water conveyance system IS proposed ThIS system wIll conSIst of catch basms from the
pavement areas and plpmg from roof down-spouts The plpmg system shall convey storm-water
to a dItch on Tax Lot 6400, from there to a bio-filtratlOn swale on Tax Lot 6400
StOl m-water shall eXIt the blO-filtratIon swale and be conveyed to the CIty of Spnngfield' s
eXIstmg 24" concrete storm-water pIpe at 35th Street
Access
Access IS presently uncontrolled from the Kathryn Avenue nght-of-way onto the SIte
Two 35' wIde approaches are proposed
Improvements in the right-of-way
Kathryn Avenue IS ul1lmproved at the frontage of the parcels and for 582 feet to the east
The asphalt pavement sectIOn IS approXImately 20 feet wIde, there are no curbs, walks, gutter-bars,
streetlIghts, storm-water pIpmg, or contmuous dItches
Future Improvements to Kathryn Avenue for the two propertIes to the east of the subject tax lots
shall occur based on an eXIstmg development agreement
On-site improvements
Tax-lot 6400 IS ul1lmproved, there are no trees on thIS parcel
On tax-lot 6401, there IS an eXIstmg steel frame 90' X 192' bUlldmg, bUIlt m 1972
The SIte area around the buildmg IS compacted gravels, there IS no pavement on sIte
There IS eXIstmg electrical servIce, telephone servIce, sal1ltary sewer, and
water supply plpmg from the nght away to the eXlstmg bUlldmg
Date Received.
APR 1 8 2008
Original Submittai
,..,'.:[".1.1";
Water quality measures
Roof and pavmg storm-water shall be conveyed ~9 a n,ewly constructed dItch on Tax Lot
..~'} ,~.. ~ . - ,
6400, from there to a bIO-filtratIOn swale on Tax Lot 6400" .,
Storm-water shall eXIt the bIO-filtratIOn swale and be conveyed to the City ofSpnngfield's eXlstmg
24" concrete storm-water pIpe at 35Th Street
Water conveyed over pavement shall pass through two-chambered water qualIty catch-basms,
pnor to entenng the dItch and bIO-filtratIOn swale
Special site features
There are no watercourses, wetlands, or steep slopes on the site, or m the ImmedIate
vIcmlty There IS approxImately one foot of elevatIOn change across the sIte The sIte IS sparsely
covered with gravel, grasses and clovers
Excavation and fill
ApprOXImately 170 cubIc yards of matenal will be excavated and relocated on
Tax Lot 6400 to constructed the dramage dItch and blo-filtratlon swale, zero CUbIC yards of
Imported granular fill wIll be placed on sIte
Trees to be removed
None
Dedications and modifications
These are no land dedIcatIOns to the CIty assocIated with thIS project
No proposed modIficatIons are bemg requested
Other planning applications or planning actions
There are no other plannmg applicatIOns or plannmg actIOns assocIated with thIS property at thIS
tllne
I hope that tl11S summary is of some assIstance, please call me If you have any questIons
~- ~. ......
Rene Fabncant, P E , S E
PnncIpal
Branch Engllleellllg, Inc
(541) 7460637
Date Received:
APR 1 8 2008
Original Submittal
SPRINGFIELD UTILITY BOARD
WATER SERVICF CENTER 202 South 18th Street Springfield, OR 97477,5240 Tel 541 7262396 Fax 5417477348 WWW subutil com
Apnl 9, 2008
Date Received:
Planner: MEM
4119 00
,.-- -
Molly Markanan
Development Services
City of Spnngfleld
225 5th Street
SpnngfIeld, OR 97477
RE:
DRINKING WATER PROTECTION EXEMPTION REQUEST
THYSSENKRUPP SAFWAY, INC.
ADDRESS' 3654 KATHRYN STREET
Molly,
I have received the exemptIOn request submitted by John Crawford on behalf of the
SpnngfIeld locatIOn ofThyssenKrupp Safway, Inc. The local contact IS Pat Westcott
(541 736.1800). The hazardous materials list mdlcates that the total quantity will not
exceed twenty gallons and none of the products contam DNAPLs. Based on the mformatlOn
prOVided m the request, the exemptIOn can be granted. This exemptIOn IS granted only for
ThyssenKrupp Safway, Inc and does not apply to future bUlldmg tenants.
Please note that the faCIlity may be mspected at any time to venfy the mformatlOn provided
m the exemptIOn certifICatIOn. If at any pomt the condltIons of exemption are no longer
met, a Dnnkmg Water ProtectIOn Overlay District applicatIOn may be reqUired
Feel free to contact me at 541-744-3745 for further detaIls or With any questIOns
Smcerely,
~(I~
Amy E. Chmltz
Water Quality ProtectIOn Coordmator
AEC'mk
cC' John Crawford, ThyssenKrupp Safway, Inc., 140 W. Industrial Way, SUite A, BellICla, CA
94510
Pat Westcott, ThyssenKrupp Safway, Inc, 3654 Kathryn Street, SpnngfIeld, OR 97478
\ \SVR-DA T A \ WSCEngnr\Amy Chlmtz\Busmesses_DWP apps\ExemptlOn Request Responses\ ThyssenKrupp Safway,
Inc _exemptIOn granted_ 4-08 doc '
A TI1)'3oenKr upo
Services :ompany
ThyssenKrupp Safway, Inc.
John Crawford
Western DIvIsion Vice President
Ms Amy E Chlnltz, M C R P M S
Water Quality Protection Coordinator
Springfield Utility Board
202 South 18th Street
Springfield OR 97477
Subject Exemption Request for 3654 Kathryn Street Facility
Dear Ms Chlnltz
Pursuant to Springfield Development Code Section 33-200 ThyssenKrupp Safway, Inc
(TK Safway) hereby seeks exemption based on our on-site chemical Inventory and the
nature of our busllless TK Safway IS a specialty subcontractor, specializing In the erection
and dismantlement of scaffolding on construction sites We are not Involved In the
manufacture of any products at the Springfield site Our location In Springfield IS used for
administrative functions and the storage of our scaffolding equipment
I have enclosed a spreadsheet shOWing the current Inventory of hazardous materials on
site and we certify that thiS quantity Will not exceed 20 gallons III the future
Please do not heSitate to contact me should you have any questions or require any
additional Information
Slllcerely,
John Cravvford
Date Received:
APR 1 8 2008
Tnvssenl<'rupp S2fv ::W Inc
140 V\! l'lGus:ilal 'I{ay SUI,ef"1
8enJ'~12, t~~\ 9":510
,Dr"lone (7G 7) 743 0795 ~
raA (7C-:) 745 C74"'r
E mal IJllr :i3v./iord@saT\fa}'corn
lnterfle<- VvvVvt' sabvay com
Original Subm~ttaJ
,~
Hazardous Materials Inventory
3654 Kathryn Street
Springfield, OR 97478
Feb-08
Item Desc
I Knocker loose penetrant 16 oz can
IVV-D 40 12 oz can
I motor Oil/gear oil 12 oz can,
I aft fluid 12 oz can
Ihydraullc 011 (qts)
120/10 windshield cleaner (gal) NOT HAZ
I paint thinner (pint)
Armor AI (gts)
Paint thinner (Klean StriP) 12 oz can
I maxlde ant & roach killer 16 oz can
Iwasp & hornet killer 16 oz can
I conq-r -dust( dust mot spray) 12 oz can
3M hi-tack spray glue 16 oz can
2-stroke oil 2 5 oz
I brake/electric motor cleaner 16 oz
I battery termInal cleaner 12 oz can
Icurtlsal foam cleamer 16 oz can
Ipennzoll z4 penetrating 01112 oz can
I unleaded petrol (gal)
Idlesel fuel (gal) ..
IG E Insulating foam 12 oz can
I black lack neoprene cement 24 oz
acrylic latex caulk (dap) 24 oz
P B blaster(penetratlng 011) 12 oz
In line super poly tack 12 oz can
krylon paint 12 oz can
I
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Conversion to
Qty gallons
1 o 1
9 09
9 09
5 05
3 075
3 0
1 0125
1 025
1 o 1
3 03
3 03
1 o 1
1 o 1
5 o 125
2 02
1 o 1
1 o 1
1 o 1
4 4
4 4
1 o 1
1 02
2 04
1 o 1
6 06
40 4
Total
1845
Date Received:
APR 1 8 2008
Original Submittal
f
James A Branch, P E , P L S
Rene Fabricant, S E, PE
Michael Lane Branch, P E
Damlen Gilbert, P E
Renee Clough, P E
TECHNICAL MEMORANDUM
Date: January 2, 2008
To: Mr Rene' Fabricant, P E., S.E.
Branch Engineering, Inc.
From: Damien Gilbert, P.E
Re: Asphalt Paving Project at 3654 Kathryn Avenue
Branch Project No. 07-194
EXPIRES' JUNE.30 2009
As requested, I have researched applicable critena in an effort to Identify if a Traffic Impact
Study (TIS) WIll be required by the City of Springfield for the subject project. This is not
intended to be an impact study, but is intended to be the basis for determining if further analysis
will be required, and identifying the scope of that analysis, if necessary.
The subject SIte-is located at the intersection of Kathryn and 3ih Streets in the heavy industrial
zone. In Summary, the project 1l1cludes paving approximately 1. 75 acres of existing graveled
parking and vehicle circulation areas that surround an existing building. The bUIlding is
currently occupied by an equipment rental use There are no new bUIldings or uses proposed
with this paving project
Based on Spnngfield Development Code (SDD) Section 4 2-1 05A.4, and the criteria of
Springfield Public Works Depmiment polley S.O P P #T-6 1, a TIS IS not expected to be
required with this project by the City of Springfield, as the proposed paving and the associated
landscape and drainage improvements will not generate any new vehIcle tnps on an average day
with the exception of the temporary construction related traffic. Also, there is no request for a
variance from the transportation provisions in SDD, and I am unaware of any known traffic
problems in this area warranting a TIS based on existmg off-site issues.
Please do not hesitate to let me knO\v if you have any questions, or if I can provide any additional
assistance.
Date Received:
APR 1 8 2008
"--n __, ___~__~n_ _~_______________. . _______'___'____'~rig~nal_~~E~~~~L~__..___._/
CIVIL STRUCTURAL TRAFFIC / TRANSPORTATION SURVEYING
1-
CITY OF SPRINGFIELD
VICINITY MAP
DRC2008-000296
3654 Kathryn Avenue
~---
Date Received:
APR 1 8 2008
Original submittal
SITE
Map 17-02-30-43
Tax Lot 6400,
6401
NOfth
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DR4.INAGE EV~r\LUATION
FOR
Scott Carver property
I{athryn A..Tenue~ Springfield~ Oregon
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~ovember 17, 2007
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Prepared by
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BP,-~NCH ENGI1'JEERIN(j-, LNe
310 F Inh Street
Spnngfield, OR 97-+77
Phone \ 5-+ 1) 7 46-06~ 7
Fa~ (541) 7--J.6-03S9
Date Received:
APR 1 8 2008
Original Submittal
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Date Received:
APR 1 8 2008
Original subrmttaL ---
/7' MIll.'
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Spr!ngfJeld's
Wellhead Proted,on Area
Help prorect our d:-ir1i<ing wcte,~
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HAZARDOUS MATERIAL RESPONSE 911
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UTIIlTY REPRESENTA.Tn'ES
UT/!...fTY i R~PRESEIVT A TIV~
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[ '54'. ",;.leIC 1 SHE:T NO
i '5"', 720-56,: C 1
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Clrcu~ar Cne~~el ~~alysls & Deslgn
Sclve6 1~l~h ~2nnlng's ~Q~~tlCD
O~.)en Ch3.nnel - UniforITl flo;,:
WGrKS~eet N3me: Carver
COITuTlen"C, 103 IJJ
Solve For Actual 0epLn
Glven lnput Data'
o 50 fL
o 0038 fL/::-:::
o 01J
o 30 cfs
Dli3JTleL:er
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full CalJaC l :.-~/
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Date Received:
APR 1 8 2008
Original Submittal
7f
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. Vj
3/ Zs
Cl~cula~ Cha~n21 A~alys~s 0 ~es~Q~
Solvei 1,ll~h M~~~lng's Eq~~~~o~
Open Channel - UDlform flol~
WorkshEe~ Name: Carver
COI[1JTlen ~. 1J) 2,c
Solve :or Actual Depth
Glve~ I~pu~ Da~c:
0larne-;:sr
Slope.
Ivlar!r-~lng' S !l
Dl2charl]"2
0.67 ~L
0.OC57 ft./:t
o 01.J
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r ~ r
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CO~PU~EQ Re2ul~s:
De~=-th. . .
Velocl ~y. .
FIO\r! _~ree~.
o 38 ft
2 77 fps
0.21 3:L
[I 36 J::L:
0.0072 f:./f~
57 41 %
C2:"l'=.lcs.l 0ep~n.
Crl T-lcel SlOlJS
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Date Received:
I i
APR 1 8 2008
Origina~ Subm.~tu..;
Or.>=~l =~l==D:J.S~ ?2-;:!1\~ IV10CI_12, \T-::2--32..C<~1 _11-/ \:=) 1991
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C1~cula~ Cha~~el Anal~s~s & Deslgn
Solve~ K~~h Man~lng's ~Gua~lon
Ope~ Channel - Un1fo~m i~ow
Wor~sneE~ Name: Carver
C:OlTJT1Srlt: lc l':1
Solve Fo~ ~ct~al Dep~h
Slve~ Inp~L Dc~c
[).lo_me-:.er
SlOl=>E:
0.67 f~
0.0044 f~/fL
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2 5J fps
0.24 sf
0.37 2:1:.
0.Ge73 f-c:./~~
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o 87 cis
0.13 (flow 18 Subcr~~lca~)
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Date Received:
APR 1 8 2008
Original Submittal
(1~=-~~-~ ~.r!~~-~::-~s=:" ~'i:Y\I\~ Ivl,:,c5ule: r ',,]SYSlr-"':'Il ~, ~ / \--
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C~Ycula~ C~annEl An~lysls & Des~gTI
Sol~ed ~l~~ M~~nlngls EQJa~lOn
Open Channel - Unlform flow
~or~SG~S~ Name C3~ver
CQITllTleE ~. lc1 Ie
Scl~e ?or AC~U6~ Dsp~~
Gl\Te~-.!. ~r_l)l-.l-:' Dal:a
Dlarne-cer.
Slope.
lIii3nnln?' S n.
DlSC:~crge.
0.83 f-c
0.00.26 ft/ft
[I. ::; 13
0./0 cfs
Com1:~~ed Results:
:09l=>L!:1. . . .
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f lOlrl p_rea.
r:rl I..-=-cs.l ~el:)Lh..
C~lt~cal ~~ope....
percen-:: ~Jll...
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QrJj~_x @. 94::C) .
f ~()1J.j2 NUITl}=:'E 2:
0.48 I-C
:2.16 fps
(] 32 s:::
0.37 f~
0.0063 ft/ft
~7 76 %
1.11 c:::s
1 19 CIS
o 61 (fl~~ lS SU!Jcrl-clcal)
Date Received:
APR 1 8 2008
Original Submittal
J92~ C~~nn~l ?loT^- ~loj~ls, ~~r5-=-S~ 3.42 'e) ~~~l
::::~S-C:3~ !~le-crJ.cL55! 1:-_= * ~-; B~()\=,~l-:'52-(j~ F_c -- \l\;c.-:2r~::~~~!,
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Solved ~l~h Man~lng's E~ua~lon
Open Chennel - Unlform flow
worKs~ee~ Name- CBr~er
C0IT1FI2Dt 2-e If
Sclve Fc~ hc~uBl ~ep~h
GlveD ~~put DCLa.
Dla]T',ete~
S 1 Clpe _ . _ .
!VIannlng 's n
Dlscherge
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o 00:-9 f~/f:::
o 013
o 79 cfs
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48 49 %
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1 79 CIS
o 96 (flow lS su~cri:::~c~~)
Date Received:
APR 1 8 2008
Original Submittal
Cli~~~-~ =l~s:-lncl ~'loiv I\JL:;cl-,_~e 1 ~J-s:::s:..crl :J. ~~
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C~rcu~ar Chen~el Analys~s & ~es~gn
Solved w~eh Menn~ng's ~QUe~lQn
Open Channel - C~~Iorlli =lo~
Worksheee Nellie' Carver
C :JfTl111e rl -:. 1 ~ 3 a
Solve F~r Aceual Depth
Gi'7erl Input. Dat~.
:Q~al11eter
Slope
I\1cnn~::1g I s n.
I'lscharge
o 83 Ie
o 0038 fe/Ie
o 013
0.96 CIS
Compuee,j
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?ercsrlL Full ..
?ull Cal:Jo.c:it:.~I"
o 52 f-:
2 69 IDS
o 36 SI:
0.44 __
O.OC67 fe/Ie
62.73 so,:
1.34 CIS
1. 44 CIS
o ~-, (f10i,ro' ~s SUbCYlL2..cc,j,)
Q!vLZ'.X @ ;: 4 ~ .
~~':>UCl9 1\1 J.rnJ:;er .
Date Received:
APR 1 8 2008
Original Submittal
C'l:=er1 :r.!.s.~r~==- :rIe,),,; ~"I::<=---21::::, -J~rSJ...C)l-: 5.~= \':j
=-l~~;::::Cl~ I.~2Lfl.~C~~, In/=:. ~ / 2,=::-c<Jl::,s=..ClS ?~o ~
.., r- ,- "1
-1.J':-'.l.
\/J3t2~t~IJ~.Y ,
1:\ ~ --: J~,
Cz/
r.,.,)/
/ "7 'J
0:)
Clrcular Chennel Ana:y~~s ~ Deslgn
Solvec wl-ch Man~ln;fs Equct:10~
Open Channel - GnlfsrB flow
Wcr~shee~ Name: Carver
COIT@ent:. 5 2ha
Solve For Ac-cual Depth
G~ven Input: Da-ca
Dl aIils-cer
Slops...
Manning's n
Jlscnarge.
0.33 ft
o 0,,),:19 f-=./f-c
o 0 l3
o IJ3 c~s
Compu-ced Resul-cs:
Dep-ch. . .
VeIocl -cy. .
:r 1 CJif\T A~e c. .
Cr2.tlce,l l)ept:~..
'::::rl Llcal Slops
PerceTl-C rull... .
rull C3,l:'cKl-cy..
Q !"Il'.x @. 9 4 D . . . .
froLlce Number..
0.0'5 ~-f-
2.65 ~l~S
0.01 s:;:
o 09 ft
0.0081 ft:/fL.
19.02 %
0.38 CIS
o ~1 CIS
') ,-
L~L.)
f ::E 1 :Yv\! l S
Supercrlt:lcall
Date Received:
APR 1 8 2008
Original Submittal
I-~a~~-=~-.:l. =V~S-c1-1C<~S. ~r_=. - 37 :='i-:,\~~'32-'J2 ?-\j - -,I\-C-=-:=:~~JL:.~~- I 'JS-~S
- .
{-..\~=-2r~ 1::l5r_~-:2..L r ~O~I\-r !vl:)cl....!.~s,
\\J-e~sl==-.!- --;
I, C. J
~'::::J ...:..
7'
71, Co
I f,.'-:.,
Cl~cLlar C~annel AQalysls & Deslgn
Solved Kl~~ ~32~~~gls ~Q~a~~cn
Open Channel - uniforA flow
Workshee-c N3I1le Car\'er
COIll!'TLe:-l-C' 2a 2b
Solve For Ac-cual Vep-c~
Glven IQPu-c Da~a.
Dlame-cer
Slope. . . . . . .
I\la.rlnirls f s n
Dlscharge
0.33 ft
o 0042 it;'f-c
0.013
o 03 CIS
COI1lputed Resul-cs
Del:JI.D. . .
(I 11 .c _
LL
1 17 fl:):=:
0 03 sf
0 09 ~t:.
VelOCl ty. .
? 10"\^i J,T Eo a .
Crltical Dep-ch.
C~l L~cal S lOlJe .
?ercent Full. .
~ull C:;,pac2. -:y.
QIJj.LJ~ @. 94D. . . .
f~oJ.cle ~1~Ii11)2~.
C.0081 f:./f~
34 J7 %
0.12
c~s
'I "~
I.) . -,-':
C.;=~
-Q
o ~2 (f~o~ lS S~]~:rl~~cal)
Date Received:
APR 1 8 2008
Original Submittal
'~: l:"~~-l \=-r-~:: r.:.DE: ~ r J.. 01 J ~\~=-)c '-"'..L 'C r
J::;': S2..c'rl .5 __
- \
\(___ I
~9?=-
1-: 2 -== ~ -C 3. j :VJ-== ---=-r~ :)(] S ,
~~-
-L.!...!._ .
_, I ~,r'=<) l: S ~:; -S ?~cJ
y it\~ 3. -ce r ~=\iJl~i I
-~
_ L-
rJ~~J2
/
In'
''''/ 7 ')
~ (/~!
I
C~rcular Cha~nel AnalYS1S & Deslg~
Solved Wlt~ Ma~nlng's ~~ua~lo~
Open Cha~nel - UTIlform =low
Workshee-c Kame Carver
CC'lT'-l'Len t
2;0
':::c
Solve For AC"C06l De~-c~
Glve~ I~pu-c Data.
I: 1 3IT'.e -c'2 r
~lope
!V]an,c~~g I S n
Dl2'=~3:r-ge
o 33 f-c
o Oe53 f:./f-c
o [J 13
0.13 crs
CompL-ce~ ?esu~-cs.
Der:t.h
Velocl:'Y.
F 10"0i }'_!'2 a .
Crll:=-cal Dep"Ch
C.cl tlcal Slope..
?e:::cen-c r'Jll..
n 8 x
c' 0
1 ~ I S
.5 ~
1 5 c IS
6 l I flO\I,;" ~s
\
:1J.ll C::;..l:;aCl-C}'.
Q!'ILZ'_:>': @. 94::J .
? F) U r5 e N ;.1:r;-j]:)'::: r
Date Received:
APR 1 8 2008
Origin...J StaumiUc.J
\=)~.J2[~ r::_:J.I_Il:=:=- .r ...:...)\/" IV1(=lj-..l~c, \121- .::~C\~-~ :3.-:1:--,
,.. " ...... .-
---) ...!...:;':;;;-
::c~5-=-cJj_ IV~~-=-_ncl(~':; I
-
, ,
T =;7 :::~~-C1C)1:'Slde :_,"] 7' \/\-3~-==~:)-j=---\-, ~"[ D':7C3
I[!...,,,
I -,
C~rcu~~r C~a0~el ~nalysis & Des~gn
Solvec WlLh M5~nl~g's EqucLlon
~pen ChEnnel - Unl=crm flow
WorkshsSL Name. Carver
COlT'Tcen t.":'C 2 d
Solve F2r hc~u31 De~~h
Gl~Te~ I~put Data-
D.lameLer
Slope
lYI::;nn::...ng's n.
D.lsc-,'1e.rge.
o 50 l:L
0.0093 fL/fL
0.013
0.38 cfs
CJlli~0Lee Resu~~s
:;::'eotn .
Ve2.oclty.
FIC)\^J }._:-es
0.31 It:
2 98 fps
o 13 s:r:
o 31 It:
0.0089 f:'/I"L.
61.78 %
o 54 CIS
0.58 cis
Crl tlcc.l De,-::ll:~:
Crlt:lcal 210pe
:?ercent r'-2ll .
:r 'J.ll C a~='13c i t ~y7
Q!\'L;X @. 94cD. . .
:r 2::"" 0 LlO S 1\1 u.rnJ:Je ~
1 (i"
_ . _ .J
(f~ow lS SupercrlLlca1)
Date Received:
APR 1 8 2008
Original SubmiUaL__
~~\~n =~~~n~~ :~OI^1 ~lo6~~~r
\ -===..- .=:=-CTl :J
, ,
, L. '
_'55_
3~ss~~j ~e~ho~sf -~=.
37 3rco\s~6e ~j T ~a:.ert~r~. ~t: J5702
Izj
I 1..-__
( r- 5
Clrc~lar Chan~el Analysls & Des~gn
Solved ~T~~h ~Ie~~~ng's Eq~e~lon
Open Channel - Unlfor~ flow
Wcr~2~ee~ Name. Carver
COTILmen t
2d
"0
"- -
Solve ?or Ac~ual Dep~h
Glven InpuL Dcta.
Dl3.me::er
Slope.
l'lannl':1Q t s n
Dl5ct12rge
o 50 f~
o 0064 f~/I~
0.013
0.41 CIS
COITL!,Jcl"Led PesoJl ts:
Dep~h.
Velocl ~y. .
FlovJ P_Y23.
Crl ~lcc.l Depth..
Crl~lCc.l Slope....
?erceDL f1211.
Full Capacl~y
Ql'I}"X @ S~D..
?r0Llde l\Tl.LlnJJer.
0.38 I~
2.59 IpS
0.16 sf
0.33 ft
0.0093 f,=/f~
75.11 %
0.45 cfs
0.48 cfs
0.76 (flow lS Subcrlt~cal)
Date Received:
APR 1 8 2008
Origm3! SLliJmittc:.1
u~~~ (_~~n~e~ Flov Ma6~l~, \2rS~O~ 3.~_
c;
..... - ,,--
~'::':J~
::f -=- ~ L 3'j 11::: ~rl =<~~5 ,
-..-...-,
....!.... _1 L. .
37 3:!:ool::'sl::-~e ?c,
~\I\~ =-'- r: E: r t1-L ::-j - ,
(15:1:13
Cl~cula~ Channel Analys~s & Desl~n
Solved wlth Ma~~c~L~'S Squat~o~
Open Channel - Unlfor~ flo~
WorKsheeL ~ame' Carver
Cow~en~: 2e 2f
S81ve ~C~ Ac~ual Depth
Glve~ Input Data.
Dlarrte~er .
2l :;pe. . . .
!V;cmrllng t s n.
Di sC}-1.arge .
0.50 =~
0.0047 fL/fL
0.013
0.41 cis
CORpu~ed ResulLs.
Del:::'Lh. . .
-v~e2.ccl t~l.
F lOit\J~ J-_ree.
0.45 f,:
2.20 fi:)';
0:-~9 sf
0.33 ft
O.OJ?3 fL/IL.
90.01 %
0.38 CIS
0.41 cfs
0.49 (t~QW l~ 3UDC~~~lC5l)
C~lLl=al Depth.
CrlLlcal Slope..
Fe~C:cn L Full..
rLl2. CcP2ClL~i.
QI\l_~"\ @. 940 D . . . .
r~oude I\Tumber.
Date Received:
APR 1 8 2008
Original submittal
,~) 1- SIl
___rl:::Ill~:::_
?~C\\r-l ~'lC>~>L:.i2 r
....} /1.......'
-.l.-=_
.., ::' C ....1
\.-=~-~2..:)1-.!.
\ t__!
:-l6-=:-S-=~_~ !'fJ-==L~-~()j_s r
- -
_) I .::;= ': :-_-~.s 2-': e
-II 1 3. -: 2 :;..- ~J I~ ::- .,i
:"]-03
~..o
.l.-. _,
=~-l::.
"/
'- -10"'"")
~~j
==
I fi !
I 'I '1")
v"J
C1rcular Channel Ana~ysls & Des1gn
Solved wlth Mann1ng's Equatlon
Cpen Channel - unl~orm flow
Worksheec Name' Carver
COw~enc. 2f 2g
Scl~e Po~ Actual Depch
G2.. \7er.
Inpu~ DaL.e.
D1ameter. .
Slope.
IVJann1ng I s n
Dl schc.rge.
0.67 it
0.0050 f--=-/f-c
0.013
o 50 cis
CompuL.ed Pes~l~s:
Dept.h. . . . .
Veloc1 L.Y. .
Flow Area.
C:':-1t.1C3l Depth.
Cr1 -cicc,2, Slope.
:?ercent Full....
rul~ C2paclsy. . . . .
Q!li~X @. 94D.
Frouoe N~~Jer, .. :.
o 37 f-c
2 54 fps
0.20 sf
0.33 ft
0.0070 fL./:;::
54.52 '%
0.87 cis
0.93 cis
0,83 (flow lS Subcr1L1cal'
Date Received:
APR 1 8 2008
Original Sub'rl,ttz.l___._
JpE~ ':Q5~~sl ~l01~
~ ,.. - -
~\lC=-:LI...:..~
\'~=--52..=__.!.
3.~~
,~ \
\'-- J
l~-] 1
':-,3.-2 5 "C ~ .:~ I'v 1 e '= l~ :; =~::: ,
....:.._':"'--- .
- 37 3~o:~s~6e ?d T 1~E~~~~J~~Yr
C'67C1?
j'7/
( '7 ,":J
[r -!
Clrcular CheTInel Analysls & DeSl~n
S~lved wl~h Mannlng's E~ua~l~n
\
Open Channel - Unllorm flow
wor~s~e2~ Name: Carver
Com.menL: 2g 3a
Solvs ?or ACLual Depth
Glven ~nput Data.
Dlame-cer
Slope.
]\1 a !lnl2g I S n
:Ln scharge .
o 61 ft
0.0863 f~/IL
o 013
0.5J CIS
C00PULSd ?esulLs:
DS1:)-ctl. . .
Vel~clty..
F lC'hT ..L...~ec.
CrlLlcal DepLD.
CrlLlcal Slope.
:?erce:n-c rl.lll
0.35 f"[
2 81 fps
o 19 S I
0.34 :Et
o 0071 I"[/:E-::
52.78 %
0.97 c:Es
1 C4 c f s
o S~ (flow ~s 3ubcr~~~=61)
Full CapaclLY.
Q)\~_Z._Z @ 94D
:- r I~ ~d s }\"iUJ.T'J:)2 ~
!Date Received:
APR 1 8 2008
,if'l,~,: ^ \1:"",,4,", '{'I "
'YiI~~~llliIj ~~I/1i.J.~_. __, ~.~.~^'''=-''''"
'~\l:~}~ ;~~_:;...Cr-l~~ ~ -L Jill IV1C)r:li-1.l2 I
\Jsrs~c~
-.. -<l-,
.).~~
/ ( ),
, '- ,
.... "....... "1
..l...5J...!...
~~ES~~j ~~~n2d~, ~~=
3: :C~C<J}":'El\js?C1 -.- -,\IC-:ST~)t~=--~-, C-c C6!IJ3
! 0 /
/ '7 ,"),
v"
Clrcular Channel ~nalysis & Deslgn
Eolved ~l~h Manning's ~~ua~lon
~pen Channel - U~lior~ flow
WorKshee~ Na~e: Carver
COI:"GTlen t. J a 6
Solve F~r Ac~ual DepLh
Glven Inpu~ Data.
Dlameter
Slcpe.
Mannlng I s n
D::...scharge.
1.00 f~
0.0[14:5 :E-t::/=~
o 013
1 49 CIS
CompuLed Rescl-t::s.
I:epLh
\le2-:)cl ty.
::=-loiN )'I_reo,.
Crl"Clcal Dep~h
Cc.. ~lcal Slope.
?e~c:enL ~ul~.
?ul~ ,= 3.1=>ac 2. ~~l .
0.57 :LL
3.21 fps
0.46 sf
0.:52
0.0062 f~/ft
:57.19 %
2.29 cfs
Qf'1)'1.X @. 94jJ. .
~r()IJj9 !\fLlrnbe~
2.:5: \...-.1-;:,
C.. 8= (flo.v,' 18 SUJ::!c::1--::.:c.::cl)
Date Received:
APR 1 8 2008
. , ~ il~' T '
Onglnch ,_ ~, )m'lU.;;L_-
'=;o-=rl <~.- r2.5=-_l12J... ? 2J.)'l'l iv~ol~ u.J..~ ,
\J-=~-~~:'\l~
~ ^ ~
J.-:!:L
.... ,........, r, "1
_::J::;;...!..
1-23-:::::: -=~.<:~ I\12L~1=,d s /
T 3/ ~rcl:)v~.3l':.e .?Ij -- ~,\Ts_-:2r}JL.lr~-,
~ '-
1=16703
Clrcular Channel Analysls & Deslgn
Sc~ved Wl~~ Mannlng's 2QuaLlon
Open Cnannel - Unlform flew
Wor~shee~ Nane: Carver
COffi.!llen L
4b
LL=o
-'-"
501-\72 Fo~ P~c~Llal DS1J"Cr1
Gl~sn Input Da~a
:Q~aJllSLer
iJ SO ::"-c
o 0055 f-c/f-c
0.013
0.36 ::fs
Slope.
I\la_:rl~:l..ng I s n
I'ls;:::har,;e
COK~u~ed 2esul~s.
Depth
0.36 L-C
2.39 fps
8.15 sf
o 30 :!:-c
0.0887 f~/fL
71 81 %
o 42 cfs
o 45 C2:S
G 73 (~lo~ lS SUbC~l~l=6~)
\leloc:... L:.\i . .
:r 1 CJ\A,i ~~rE: a
Crl ~lcal Depth..
:rl::lcc,l S2,ope
~'2rce:--!-c ?Jll
?ull Cepacl-cy.
,:!Ivl?J.=< @ 9 4D . .
?rc.'e-.de ~'.Ju.i1'.}=,sr.
Date Received:
APR 1 8 2008
Original SubmIttal
=) l=\~~.!.
- -
"-~ ___.:. ~ :111:::_
-I I c'
.).-=:...::'..
..- ......., 1-' .-
.L::' J _
\' ~~- 3lClr.:.
I,:": !
~_L:J\<; !\lr-='i)"'::"J..~
i-:c ~ s -::: =' =\~e -:11:' ~.3 I
- ~~ aTC~l~S~~~ ?d 7
I~\ ':' -; ,3
~,\;:::-=~2- D~~~,- I
'- ~
__.1........ .
,~ I
/ I / ~l F
! L- 3
I r;!..j
{...-, ~
( L-3,
C~rcGlar Channel An31ysls & Des~g~
Solved wl~h Man~ln~'s EQuatlon
Open Cha~nel - Un~fo~~ flow
Workshee~ Name' Carver
""
:'JITUl1ent: 4}:) 6
So~ve Fer Actual Depth
Glven Inpe~ DaLa:
Dlarneter
Sl:::Jpe
!'jann:;'::1g 's n
I'lscharge.
o 67 fL
o 0045 f1:/fL
0.013
o 67 CIS
CompULe~ Resel~s.
Dep~h. . .
Velocl~Y.
?low pxea.
Crl t.leal I)El:>t~.
Crltlcal 310pe ..
Ferc2nt :ull.
0.46 f-c
~u:;'l Capacl~Y.
Q!'~_"-.X @'. 94[' . .
froue-=: N'.-:.IiJ:Jel-.
2 60 fps
o 2E: SI
o 39 n:
0.C076 ft/f-c
68 63 %
0.82 CIS
0.28 I__J...~
0;:1 (Ile1;! lS S'l])c:-l::lcall
Date Received:
APR 1 8 2008
Original SubrruU.a1
=ll:;-:::~-l I=';: c..r-.:.D '== l
:r ..1 \:)\/\1 ~Vl :)\') i....!.l S f
-- ,
\/=l~l\.~Ll
-::, I
-' . -= ~
-
l ,--)
J...'::i::J_
H~~.;"C:::j j"lc"L.l-_:'-:1S Ir-l=. -- 37 :="~~()\:ll~S2-j2 ~Ij_ ~ \\;6tert\...lr~-{ c=:. :=1':~03
19/7'2,
( ---'
Clrc~lBr Chcnnel A~alys~2 ~ DeslgG
So~vec W~~~ ~GnLlng's Equa~loD
Open Channel - UDlfarm flow
Worksheet Name Carver
CornJnen t .
6
7
Solve Fo~ Ac-cuel Dep-ch
Glve~ Inpu~ Dete.
Dlarneter
Slope
I\1Je.nnlng-' s r1..
[;:l..scha~ge.
1 00 f-c
0 00 0 I-c/:::-C
CJ 01
2 16 cfs
0 7:!' :L"C
3. 61 -1'-" rc
....!...1.-/ .:::;.
0 60 SI
Comp~Led Resul-cs:
Der)tll. . .
\Teloci -cy.
FL::vJ Area.
Cr~ ~2-cc.l Del~Lh..
Crltlc61 Slope ...
Percer~"[ ?ull..
Full Cap3.c l -cy .
QI\1}-_X @. 9 4D . . . .
2rouoe rJ'lffiJJer.
D 63 I"C
o Oe71 f~/f-c
71 3[1 -%
2.5:2 CIS
:2 71 Cf2
0.78 (ilo1~ ~s Subc~l~lcal)
Date Received:
APR 1 8 2008
'-
Original submittal
_'_:'-=:Il
-. ,
__Ilci~~l:::::-1-
? L=-' '"T
Tr__'_I_
1\1",) _1 '..1..l 'C r
I. ~2..-S-=-<:\~-! ::
~ ..,
: = J
-I -\ ~ i
..L::':;I.J...
::~ 2.=: L>:;.O I\lE"[:r~O=3S, -:-nr -- ~ ~ ~=:=lC:::3-=-5e ?~C~ -- i!\-C_L9~-JJI__=:~r", C-;: 0 S 7 C 3
T~apezoidal Channel ~na~ysls & Deslgn
Open Chcnnel - UTIlforro flow
~Tc:kshEe~ I~ame: Ca~ver
COJllmen-e Qlt::ch at:: 340' hTest o~ entrance
SolVE: For Dep-eh
Glven Input:: Dat::a:
BOL ~om \lv-ldth.
Lef~ S~de Slope .
Rlgh~ Slce Slope.
Mannlng's n......
C:r-_c,nnel Slope.
Dlsc~arge.
CCllipLLeo ~~sul~2:
Dep-eh ....
Ve-LOcl-::::Y .
Flcl\tl }lrea. .
? l':'~N -;rop 1';ldL~l. . .
Wet~ed ?e~l~2~e~.
Crl--==-cel 2ep-cll
Cl-l -=2..C~~ SlOlJS.
?rollcLe I\TurrJJE:Y.
=' l:=-lc- r1 '--=: 1.-1. a Dl:. 2 ~ :- ~ : \/\1 I,~ I:; ~ 1...12- c
:t3.2 ~ -= c:1 !Vl= Lh~\l:_S I
~=--12 .
2.75 It::
o .:2S'l (Ei:V)
0.25:2. (H:V)
0.0:3 0
o OC30 ft/f-c
2.68 c:Es
0.5S ::="C
l. :5 5 ~lJS
1.72 SI
3 05 LL:.
3 93 IL:.
o 31 IL:.
0.0242. ~-c(fL
o 36 (flo1~ ~s SU~c~ltlc21)
Date Received:
APR 1 8 2008
Original Submittal
" :=: 2: =: l C l-l :.. -1 ~
1-\
- '
~~/? 1
-:'7 ~~(,)CJL:3-=-5-=== ?~d ~ -\IT::-_-=Slt\ll~~-,
J6-;O~
- '
!-C; ,/ - r'"
( . ~
, 0/ _
T~epezoldal Chcnn~l Analysls & Deslgn
Open Channel - Unlfo~~ flow
'/1/
v ( 7)
l,.-...\'1
Wo~ksnee~ Name: Carver
Co~~ent. eDt-ranee to dlceh
.:: ol-\Te ?or DelJth
Glven In~~~ Data:
Bot:.~:::lIn Wldth.
Left- Slje Slope..
Klg~t- Slde Slope.
Monnlng l s n.. . .
ChaImel Slcpe..
02-SCrL3.1~ge .
::! 50 I-c
0.25.1 (H:V)
02:5:1 (H.V)
o OJO
0.0030 It-1ft
2.16 eI,:::
CC)::;'tyJ.-cS:t rtssl.ll ts
De~:J-ch -
'v-elC)Clty .
F lc\A,I -"'.rea.
Flow Top Wldch. . .
We~tej Per~mete~.
Crlclcel Depch...
Crl~lc~l ~~ope.. ~
?~cl~jc.e ~'Jt:.mt\er.
o 55 IL
_ 48 =ps
1 46 sz
~ l3 f-c.
3 54 It
o L Co TT
o 0.248 fC/IC
J 26 (flo~T is SG~cr~~lcall
/'
Date Received:
APR 1 8 2008
Original Submittal
FJ~=' C: ~-_ ~::. ~ !'2.Tl -= 1 :::' 2- ::)~,\;- IY~:-J C I.) l:=: ,
\J2r22-0::!
':! /1 ') {..-. \
.... . --=........ \ '-- /
~~, ~ 1
~:::~'::~CI~ ~\{jc:-C::-10C::: I
~r~_=
37 ~r~~~s~62 F~ ~ ~B~S~0~~}T,
'- ~
o ,5 7 ~J ::
-z.z..!
-; - ')
{ v_
Trcpe=Oldal ChGn~el A~alys~s & De5lg~
Open Channel - Uniform flow
WorKsheet Name Carver
Co::mTlen t: ch tch a L :!. / O' 1'Je S L C f en Lre::1Ce
3:)1-/e Fer DepLh
Glven =nput DaLe
30tL0r1 irhdth.
LefL Slce SlOlJe
Rlght Slde Slope
Mannln;- 's n...
C~E.nne2- Slope
~l s(:I1a.rge
2.50 ft
0.251 (E'V)
025:1 (H'V)
0.030
0.0030 fL/ft.
2.42 ci's
l..-
CompuLed ResulLE.
CrlL~c31 Dep~n...
Crl ClOG2- Slope
r~Ou.C:.S l\'t:.::rcber ...
0 60 fo
- '-
1 53 IpS
1 58 c;-C
~.L
2. 80 I"C
") '/3 fL
-'
0 30 .r=~
~L
DelJL.c_ .
Ve2.oc l t:l .
f lO'vJ l:.reB .
Flo~ Top 1~ld~n. . .
WeLLed :CerlITl2Ler.
0.024:5 f-c/ft
0.36 {~low ~s Subcr~~lcal,
Date Received:
,
APR 1 8 2008
Original Submitta.
I,=~:-~_f). I=:-~~!'~r:s~ ?~(J~I\- ~,f~OjU~S, \j-e=---3l=\~~ = ~~
I' .- )
,~ ;
~9?i
~~2S~~~ IJ!s~~c:s, ~~C
=7 2rG0}:5~j~ ?j - ~~at2~c~~~~r i_~ O~~J2
~rapezoldal Chan~El Analys~3 5 ~Esi?~
Open Chan~el - Unliorffi flow
-.. ,.,., !
L.)/<jr-;
( ././.:'
\1\~c)r-"~5heel Ne.rne: Car\.Tsr
Co~~en~ outfa~~ a~ bloswale
Solue ?or Depth
Glven Inp0~ Data:
BG':~OIT1 Wlc~~h
Lef~ Slcle S18I>e
Rlgh~ Slde Slc>pe
]\1a:1n~ng I s n...
C:f1c_nnel Sl':)}.=>e.
:Jl3c:llo~\~e .
4.00 r~
o 25 1 (H.V)
0.25:1 (E:V)
O.O::?O
o 0030 f~/f~
2 95 CIS
Ccmp~~ed FcSU~LS:
F~O-t^,i .l"_~S5. a
0.49 r~
47 IpS
:2.00 sf
4" 2 4 IT
::1.00 :-c
C 26 1.. ,_
Q.023 fL/fL
S.38 :loi;/ l5 S'0bcrl"Clcs.l)
Del:::>~h. . . .
Veloclty
Floll\- Top WldUl.
1~E~~ed PeYlID8LEr
Crl"C~ccl Leptr-;...
C~l-clCcl ':::lope
? r (J tJ G S ~ \1 UITLJ := r .
Date Received:
APR 1 8 2008
Original Submittal
i-:3-~s-c~j l~s~r~:{.::; fiT ~'"; 3~,=-()L~~:..j-= :.j. ... i/\~~L.S~~='~::Y- f t__ ~ Jr~70S
C) ~=!~':-l 1:.r1. S ;-l:'-~ ~ 1 r ~ :,- l ~\1 ~ :~lJ ~-=
\-S~ ;:;~C\~ ") ~ 2
- .
\ - I
"'i :) ,:;...,