HomeMy WebLinkAboutApplication APPLICANT 7/7/2011
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'City of Springfield
Development Services Department
"225 Fifth Street
Springfield, OR 97477
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SPRINGFIELD
Floodplain Overlay District Development
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Re9uired Pr~)ect i!,,~ormatfon':~ .~', : . :': "-J'Applican't:'complete'thi5-seCtioi1r~
Phone
541-746-2235
A
licant Name:
PHILIP & LOIS SHELLEY
. Com an :
Address:
Fax:
541-746-0461
1019 WEST N ST, SPRINGFIELD, OR 97477
Phone
541-687-0542
A
licant's Re .. SCOTI & PAMELA GOEBEL
Address:
GOEBEL ENGINEERING & SURVEYING, INC.
25469 HWY 126, VENETA, OR 97487
fax:
888-653-0152
Com an :
Phone
Owner: SAME AS APPLICANT
Com an
Address:
Fax:
TAX LOT
5600
ASSESSOR'S MAP NO: 17-03-27-12
-NtA- ~~qB CleArV~ LulL.
8619
Acres 0 S uare Feet IX1
Zonin : Low Densi
Existin Use: VACANT
Description of If you are f\llin9 in this form by hand, please attach your proposal description to this application,
Pro osal: SINGLE fAMILY RESIDENTIAL
Associated Cases:
Date:
Reviewed b
A lication Fee:
Technical Fee:
.- -. ~
').:> - Z:..- Posta
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TOTAL FEES:
\ \40, t- ':J
PROJECT NUMBER:
f) OU7 5 h-el/~
St.-I I 11'-1701/
Date Received:
JUl - 7 2011
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05" Submittal
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Signatures
The undersigned acknowledges that the information in this application is correct and aCCurate.
Applicant:
~!i: r 4bttr
Signatu e
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FA!!/}) ~ SA'e/ley
Print / (
Date:
If the applicant is not the owner, the owner hereby grants permission for the applicant to act in his/her behalf.
Owner:
Date:
7~
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Date Received:
JUL - 7 2011
0Ij. Submi,tal
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Revised 1(1/08 Molly Markarian
2 of 4
. Floodplain Overlay Districftevelopment Submittal Reqtrements Checklist
-NOTE: If you feel an item does not apply, please state the reason why and attach the
explanation to this form.
o Submitted Concurrently with Site Plan Review, Minimum Development Standards, or
Residential Building Permit applications, where applicable
[8J Application Fee - refer to the Development Code Fee Schedule for the appropriate fee
calculation formula. A copy of the fee schedule is available at the Development Services
Department. The applicable application, technology, and postage fees are collected at the
time of complete application submittal.
[8J Floodplain Development Application Form
o Copy of the Deed
[8J Preliminary Title Report issued within the past 30 days documenting ownership and
listing all encumbrances.
[8J Narrative explaining the proposal and any additional information that may have a
bearing in determining the action to be taken, including findings demonstrating
compliance with the Floodplain Overlay District Development Standards described in SDC
3.3-420.
NOTE: Before the Director can approve a Floodplain Overlay District Development
request, information submitted by the applicant must adequately support the request. All
of the Floodplain Overlay District Development Standards must be addressed by the
. applicant. Incomplete applications, as well as insufficient or unclear data, will delay the
application review process and may result in denial.
[8J Three (3) Copies of a Plot Plan drawn to scale to include:
[8J Name, location, and dimensions of all existing and proposed structures
~ Name, location, and dimensions of all fill
~ Name, location, and dimensions of all storage of materials
[8J Name, location, and dimensions of all drainage facilities
[8J Base flood elevation area
k3J Elevation in relation to mean sea level
o Of the existing grade of the proposed development (for residential structures,
show elevations at the corners of the proposed structures)
o Of the lowest floor (including basement) of all structures
o To which any structure has been flood-proofed
o For residential structures, elevations at the corners of proposed structures
[8J Certification by an Oregon licensed Engineer or Architect that flood-proofing
methods for any non-residential structure meet the flood-proofing criteria in SDC 3.3-420
B.2.
[8J Description of the extent to which any watercourse will be altered or relocated as a
result of the proposed development Date Received: .ff
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. JUL - 72011 ~
Revised 1{1{08 Molly Markarian
o-~~, . Submittal
4 of 4
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MT-EZ
Amendments to National Flood
Insurance Program Maps
Application Form for Single Residential Structure or Lot
FEMA Form 81-92 Series
September 2007
Tax Lot 5.600
. Assessors Map 17-03-27-12
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DEPARTMENT OF HOMELAND SECURITY - FEDERAL EMERGENCY MANAGEMENT AGENCY
APPLICATION FORM FOR SINGLE RESIDENTIAl LOT OR STRUCTURE AMENDMENTS TO
NATIONAL FLOOD INSURANCE PROGRAM MAPS
O.M.S. NO. J660-0015
&pires Fe"fUflry 28, 2014
PAPERWORK BURDEN DISCLOSURE NonCE
Public reporting burden for this data coflection is estimated to. average 2.4 hours p~ response. The burden estimate includes the time for r@lfiewinginstructions,
searching existing data sources, gathering and maintaining the data needed, and compteting and submitting this form. This collection of information is required to
obtain or retain benefits. You are not required to respond to this collection of information unless a valid OMS control number is displayed on this form. Send
comments regarding the accuracy ofthe burden estimate and any suggestions for reducing the burden to: Information CoUections Management. Department of
Homeland Security, Federal Emergency Management ABency, 1800 South Bell Street, Arlington, VA 20598-3005. Paperwork Reduction Project (1660-001S) NOTE: Do
not send your completed form to thIs address.
This form should be used to request that the Department at Hometand Security's Federal Emergency Management Agency (FEMA) remove a single structure or legally
recorded parcel of land or portion thereof, described by metes and bounds. certified by a r~stered professional engineer Of licensed land surveyor, hom a
designated Special Flood Hazard Area (SFHA), an area that wotdd be inundated by the flood having a l%-chance of being equaled or exceeded In any given year (base
flood). via letter of Map Amendment (LOMA). It shall not be used for requests submitted by dev~opers, for requem involvin, multiple strurtures or lots, for
property in alluvial fan areas, for property located within the regulatory floodwaV. or requests involving the placement offill. (NOTE: Use MT-] forms for such
requests). Fill is defined as material from any source (including the subject property) placed that raises the grade to or above the Base Flood Elevation (8FE). The
common construction practice of removing unsuitable existing material (topsoil) and backfilling with setect structural material is not comldered the plocement of fill if
the practice does not alter the existing (natural grade) elevation. which is at or abov@the8ft. Also. fill that is placed before the date of the first National Flood
Insurarn:e Program (NFIP) map showing the area in an SFHA is considered natural grade.
LOMA: I A letter from DHS-FEMA stating that an existing structure or parcel ofland that has not been elevated by
fill would not be Inundated bv the base fiood.
A - This section may be completed by the property owner or by the property owner's agent. In order to process your request, all information on
this form must be completed In Its entirety, unless stated as optional. Incomplete submissions will result In processing delays.
1. Has fill been placed on your property to raise ground that was previOusly below the BFE?
[gI No 0 Ves -If Ves, STOPII- Vou must <amplete the MT-lapplkatlon forms; visit
hno:/Iwww.tema.eov/Dtan/nn:rvem/fltmh:1i Fnt-Lr.i;r.,
or call the FEMA Map Information aXchange toll free: (877-FEMA MAP) (877-~2627)
2. legal description of Property (lot. Block, Subdivision or abbreviated description from the Deed) and street address of the Property (required):
LOT 10, CLEAR VUE ESTATES AS PLAmD AND RECORDED ON 30 MAV 2006, IN RECEPTION #2006-036984. LANE COUNTY OREGON DEED
RECORDS, SPRINGFIELD, LANE COUNTY, OREGON.
3. Are you requesting that a flood zone determination be completed for (check one):
0 A structure on your property? What is the date of construction? (MM/YVYV1
0 A portion of your legally recorded property? (A certified metes and bounds deSCription and map of the area to be removed, certifaed by a
registered professiona! engineer or licensed land surveyor, are required. For the preferred format of metes and bounds descriptions,
please refer to the MT-EZ Instructions.)
1:8:1 Your entire legally recorded property?
All dowments submitted In support of this request are correct to the best of my knowledge. I undersIBnd that any false statement may be
punlshabla by fine Of imprisonment undor Tltlo IS of tho United States Code, SectIon l00L
Applicant's Name (required): E-maD address (optional) (L81 By ched:lng here you may receive correspondence
SCOTT GOEBEL electronically at the eman address provided):
GOEBEL ENGINEERING & SURVEYING. INC scott@goebeleng.com
Maillns Address (include Company namolt appllcabla' (required): naytime Telephone No. (...ulred~
GOEBEL ENGINEERING & SURV 541-687-0542
2S469 HWY 126 . Fax No. (optfonal):
VENETA, OR 97487 ~152
SlllfIature of Applicant lraq~~_ j}A.J Date (reqUired)
..L lJUL V 2011
(j , tnd ot SectIOn A
DHS. FEMA Form 088-6-22. FEB 11
MT-EZ Form
Page 1 013
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B - This section must be completed by a registered professional engineer or licensed rand surveyor. Incomplete submissions will result in processing delays.
NOTE: If the request Is to have a flood zone determination completed for the structure, and an Elevation Certificate has been completed for this property, it
may be submitted in lieu of Section B. If the request Is to have a flood zone detennination completed for the entire legally recorded property, Or a portion
thereof. the lowest elevation on the lot or described portion must be provided In Section 8.
Applicable Regulations
The regulations pertaining to lOMAs are presented in the National Flood Insurance Program (NFIP) regulations under Trtle 44, Chapter I. Parts 70 and 72, Code of
Federal Regulations. The purpose of Part 70 is to provide an administrative procedure whereby OHS-FEMA will review information submitted by an owner or lessee of
property who believes that his or her property has been inadvertently included in a designated SfHA. The necessity of Part 70 is due In part to the technical difficulty of
accurately delineating the SFHA boundary on an NFIP map. Part 70 procedures shall not apply if the topography has been altered to raise the original ground to or
above the BFE since the effective date of the first NFIP map [e.g., a Flood Insurance Rate Map (FIRM) or Flood Hazard Boundary Map (FHBM)) showing the property to
be within the SFHA.
Basis of Determination
DHS-FEMA's determination as to whether a structure or legally recorded parcel of land, or portion thereof, described by metes and bounds, may be removed from the
SfHA will be based upon a comparison of the Base {1%-annual-chancel Flood Elevation (BfE) with certain elevation information. The elevation information required is
dependent upon what is to be removed from the SFHA. for Zones A and AO, please refer to Page 7 of the MT-EZ Form Instructions for information regarding BFE
development in those areas and supporting data requirements.
Determination Requested For: (check one)
o Structure located on natural grade (LOMA)
Elevation Information Required: (complete Item 5)
lowest Adjacent Grade to the structure (the elevation of the lowest ground
touching the structure including attached patios, stairs, deck supports or garages)
l8J Legally recorded parcel of land, or portion thereof (LOMA)
Elevation of the lowest ground on the parcel or within the portion of land to be
removed from the SFHA
1. PROPERTY INFORMATION
Property Description (Lot and Block Number, Tax Parcel Number, or Abbreviated Description from the Deed, etc.):
TAX LOT 5600, ASSESSORS MAP #17-03-27-12
2. STRUCTURE INFORMATION
Street Address (including Apt. Unit, Suite, and/or Bldg. No.):
NO ADDRESS HAS BEEN ASSIGNED ATTHIS TIME
What Is the type of construction? (check one) 0 crawl space 0 slab on grade
I:8l other (explain): UNiMPROVED. VACANT RESIDENTIAL SUBDIVISION LOT
o basement/enclosure
3. GEOGRAPHIC COORDINATE DATA
Please provide the Latitude and Longitude of the most upstream edge of the structure (in decimal degrees to nearest fifth decimal place)
Indicate Datum: 0 WGS84 0 NAD83 0 NAD27 Lat. Long.
Please provide the Latitude and Longitude of the most upstream edge of the property (in decimal degrees to nearest fifth decimal place)
Indicate Datum: 0 WGS84 I:8l NAD83 0 NAD27 Lat. 44.0674 Long. -123.0366
4. FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
NFIP Community Number: Map Panel Number:
415592 41039Cl133F
5. ELEVATION INFORMATION (SURVEY REQUIRED)
. Lowest Adjacent Grade (LAG) to the structure (to the nearest 0.1 foot or meter) ft. (m)
. Elevation of the lowest grade on the property; or within metes and bounds area (to the nearest 0.1 foot or meter) 436.7 ft. (m)
. Indicate the datum (if different from NGVD 29 or NAVD 88 attach datum conversion) 181 NGVD 29 0 NAVD 88 0 Other (add attachment)
. Has FEMA identified this area as subject to land subsidence or uplift? {gI No 0 Yes (provide date of current releveling):
Base Flood Elevation (BFE):
434.6
Source of BFE:
ZONE 'A' ANALYSIS ATTACHED
This certification isto be signed and sealed by a licensed land surveyor, registered professional engineer, or architect authorized by law to certify elevation information.
All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable bV fine or
imprisonment under Title 18 of the United States Code, Section 1001. /,-.- ~ ~ _ _..._
PROFi~S: tONAL
AN}=1ISU ~r'EiYOR
1/ Jfr. I BtrV..?
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oJ.RJ G60~11
.1~fA.II~n
SeO)) J. G9Ei8El
Certifier's Name: scon J. GOEBEL
License No,; 2280
Expiration Date: 6-30-2013
Company Name: GOEBEL ENGINEERING &
,..r
Telephone No.: 541-687-0S42
Fax No.: 888-653-0152
Email: scott@goebeleng.com
Signature: rL-J::;;/-
j) A't~
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Date:
1 JULY 2011
DHS - FEMA Form 086-0-22. FEB 11
MT-EZ Form
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In addition to this form (MT-EZ), please complete the checklist below. All requests must include one copy of the following:
o Copy of the effective FIRM panel on which the structure and/or property location has been accurately plotted
o Copy of the Subdivision Plat Map (with recordation data and stamp of the Recorder's Office)
OR
o Copy of the Property Deed (with recordation data and stamp of the Recorder's OffICe), accompanied by a tax assessor's map or other certified map
showing the surveyed location of the property relative to local streets and watercourses. The map should include at least one street intersection that is
shown on the FrRM panel.
o Please include a map scale and North arrow on all maps submitted.
Please do not submit original documents. Please retail1 a copy of all submitted documents for your records.
DHS-FEMA encourages the submission of all required data In a digital format (e.g. scanned documents and Images on Compact Disc [CD]). Digital
submissions help to further DHS~FEMA's DIgital Vision and also may facilitate the processing of your request.
Incomplete submissions will result in processing delays. For additionallnfonnatlon regarding this form, including where to obtain the supporting documents
listed above, please refer to the MY ~EZ Fonn Instruc;t;ions located at
httD://www.fema.R:ov/olan/Dreventlfhm/dl mt-eI.shtm.
Mail your request to:
LOMC CLEARINGHOUSE
7390 COCA COLA DRIVE, SUITE 204
HANOVER, MD 21076
Attn.: LOMA Manager
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FEMA REGIONS
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DHS - FEMA Fonn 086-0-22, FEB 11
MT-EZ Fonn
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Goebel Engineering & Surveying, Inc.
Engineering Surveying Land Planning Services
25469 Highway 126 Veneta, Oregon 97487
Phone: 541- 687-0542 Fax: 888-653-0152 E-mail: cl~e;e.~-eb0Ie~q_::Qm
Written Statement
for
Floodplain Overlay
District Development
for
Clear Vue Estates Subdivision
LotlO
Assessor's Map 17-03-27 12
Tax lot #5600
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Date Received:
. JUL - 7 2011
July 2011
o~, Submittal
Exhibit 'B'
July 2011
Page 1 of 9
GES #70094-2011-C
· Floodplain Overlay District Devel!ent Written Statement
Assessor's Map No. 17-03-27-12, Tax Lot #5600
City No. N/A
July 2011
Development Services Department
City of Springfield
225 Fifth Street
Springfield, OR 97477
Re: Application for Floodplain Overlay District Development
17-03-27-12. Tax Lot #5600
GES Project No. 70094-2011-C
City No. N/A
Please accept the following narrative/written statement in support of the enclosed Floodplain
Overlay District Development. The application fee is included herewith.
WRITTEN STATEMENT
PURPOSE OF APPLICA nON
The applicant is proposing to construct a dwelling on Lot 10, Clear Vue Estates Subdivision.
City staff observed that the FIRM Panel Map that includes this area was not revised by a Letter
of Map Change (LOMe) during the Subdivision Process. Our office checked with FEMA to
determine the status of the 2006 MT-EZ application (FMEA Case #06-1 OB-256A) and found
that it had been terminated. We, therefore, submitted a new MT-EZ application to FEMA for the
above-referenced Lot 10.
The public improvements, including the twin culverts in Channel 6, used the
hydraulic/hydrologic data approved at the time of the Clear Vue Estates Subdivision We have
researched and are unaware of any changes relative to the drainage basin boundaries and the
Channel 6 geometry Accordingly, we reemployed the previously computed flood flow and
subsequent depth of flow for the new MT -EZ. The ground elevations on Lot 10 have not
changed since prior to the time the client proceeded to begin work on the subdivision. These
grades are higher than the computed Base Flood Elevation (BFE)
Date Received:
JUL. - 7 2011
Exhibit 'B'
O!J,iSubmittal
July 2011
Page 2 of 9
GES #70094-2011-C
· Floodplain Overlay District Devel!ent Written Statement
Assessor's Map No 17-03-27-12, Tax Lot #5600
City No. N/A
A complete copy of the MT-EZ application submitted to FEMA is included as a part of this
submittal packet
I. GENERAL INFORMATION
Application/Design Team
Applicant, Property Owner & Developer:
Philip & Lois Shelley
1019 West N Street
Springfield, OR 97477
(541) 746-2235 (office)' (541) 746-0461(fax)
Applicant's Representative:
Goebel Engineering & Surveying, Inc.
25469 Highway 126 .
Veneta, OR 97487
(54l) 687-0542 (office)' (888) 653-0152 (fax)':' ,:. ." ",
Contace: Scott Goebel, PE, P.L.S. (541) 517-5887 (cell)
Pamela Goebel (541) 868-6806 (cell)
List of Exhibits & Enclosures
A. Application
B. Written Statement
C (List of) Exhibits
D. Preliminary Title Report
E. Plot Plan
F FEMA MT-EZ Application Packet (copy)
II. APPLICABLE CRITERIA AND FINDINGS
Springfield Development Code 3.3-420 requires a detailed written statement to determine
whether the request is consistent with all ofthe following approval criteria. Approval
criteria are shown in bold Arial text.
Responses are submitted in this section of the written statement to demonstrate
consistency with each approval criterion Again, each approval criterion is shown in bold
Arial text. Each criterion is accompanied by the correlating responses to demonstrate
consistency with the approval criterion. Responses are displayed in italics.
3.3-420 Development Standards
Date Received:
JUl - 7 2011
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Exhibit 'B'
~, Submittal
July 2011
Page 3 of 9
GES #70094-2011-C
· Floodplain Overlay District Devel!ent Written Statement
Assessor's Map No. 17-03-27-12, Tax Lot #5600
City No. N/A
A. General Standards. In all areas of special flood hazard within the City and its
urbanizable area, the following standards apply:
1. Anchoring. All new construction, manufactured homes and substantial
improvements subject to less than 18 inches of flood water during a 100 year flood shall
be anchored to prevent flotation, collapse or lateral movement of the structure and shall
be installed using methods and practices that minimize flood damage. Anchoring
methods for manufactured homes may include, but are not limited to, use of over-the-top
or frame ties to ground anchors (Reference FEMA's "Manufactured Home Installation in
Flood Hazard Areas" guidebook for additional techniques). If subject to 18 inches or
more of flood water, or located in the floodway, manufactured homes, apart from
manufactured homes in Mobile Hom~ Parks and Subdivisions, shall be anchored to
prevent flotation or lateral movement and the design shall be certified by an engineer or
architect. Manufactured homes in an existing Mobile Home Park or Subdivision may use
the ties to ground anchors and additional techniques specified above.
Response: The computed BFE is below the foundation elevation. Therefore, anchoring
calculations cannot be performed (there are no buoyancy forces).
2. Construction Materials and Methods.
a. All new construction and substantial improvements shall be constructed with
approved materials and utility equipment resistant to flood damage.
b. All new construction and substantial improvements shall be constructed using
approved methods and practices that minimize flood damage.
c. Electrical, heating, ventilation, plumbing and air-conditioning equipment and other
service facilities shall be designed andlor otherwise elevated or located to prevent water
from entering or accumulating within the components during conditions of flooding.
Response:
No part of the new construction will be impacted by flood water.
3. Utilities.
a. All new and replacement water supply systems shall be designed to minimize or
eliminate infiltration of flood waters into the system;
b. New and replacement sanitary sewage systems shall be designed to minimize or
eliminate infiltration of flood waters into the systems and discharge from the systems
into flood waters; and
c. On-site waste disposal systems shall be located to avoid impairment to them or
contamination from them during flooding. Date Received:
JUl - 720ft
Exhibit 'B'
. O.0....Submittal
July 2011
Page4of9
GES #70094-2011-C
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Floodplain Overlay District Development Written Statement
Assessor's Map No. 17-03-27-12, Tax Lot #5600
City No NIA
Response:
All site utilities are isolated from floodwaters wi/hin Channel 6.
4. Subdivision Proposals.
a. All subdivision proposals shall be consistent with the need to minimize flood
damage;
b. All subdivision proposals shall have public utilities and facilities, including, but
not limited to: sewer, gas, electrical and water systems located, constructed and
maintained to minimize flood damage;
c. All subdivision proposals shall have adequate drainage to reduce exposure to
flood damage; and
d. One hundred-year flood elevation data shall be provided and shown on final and
subdivision plats. The boundaries of the 1 DO-year flood and f100dway shall be shown on
the final subdivision plat;
e. A permanent monument shall be established and maintained on land subdivided,
showing the elevation in feet above mean sea level. The location of the monument shall
be shown on the final partition" map or subdivision plat;
f. Where base flood elevation data has not been provided or is not available from
another authoritative source, it shall be prepared by the applicant's engineer for
subdivision proposals and other proposed developments which contain at least 50 lots
or 5 acres (whichever is less).
Response:
This crilerion is not applicable (no new SlIbdivision is proposed).
5. Review of Building Permits. Where base flood elevation data is not available either
through the Flood Insurance Study or from another authoritative source, applications for
Building Permits including those for manufactured home placement shall be reviewed to
assure that proposed construction will be reasonably safe from flooding. The test of
reasonableness shall include but not be limited to the use of historic data, high water
marks, photographs of past flooding, where available. Failure to elevate at least 2 feet
above (the exterior) grade in these zones may result in higher insurance rates. This
requirement does not apply to manufactured homes in existing Mobile Home Parks and
Subdivisions.
Response:
The enclosed computations demonstratelestablish/depict/show the hydraulic and
hydrologic calculations used to determine the BFE at this point in Channel 6.
Date Received:
JUl - 7 2011
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Exhibit 'B'
0:9'" Submittal
July 2011
Page 5 of 9
GES #70094-2011-C
· 'Floodplain Overlay District Devel!ent Written Statement
Assessor's Map No. 17-03-27-12, Tax Lot #5600
City No. N/A
B. Specific Standards. In all areas of special flood hazard within the City and its
urbanizable area where base flood elevation data has been provided as specified in
Sections 3.3-410A. and 8. or 3.3-4158.4., the following provisions are required:
1. Residential Construction.
a. New construction and substantial improvement of any residential structure shall
have the lowest floor, including basement, elevated to.1 foot above the base flood
elevation.
Response:
The BFE has been calculated to be 434.6 '. The lowest floor or crawl space is
required to be at or above 435.6'. The lowest lot elevatjon is 436.9'; therefore
the crawl.\pace excavation shall not exceed 1.4' in depth
b. Fully enclosed areas below the lowest floor that are subject to flooding are
prohibited, or shall be designed to automatically equalize hydrostatic flood
forces on exterior walls by allowing for the entry and exit of flood-waters.
Designs for meeting this requirement shall either be certified by an
engineer or archi~ect or shall meet or exceed the following minimum
criteria:
i. A minimum of 2 openings of equal size having a total net area of not less
than 1 square inch for every square foot of enclosed area subject to flooding shall
be provided.
ii. The bottom of all openings shall be no higher than 1 foot above grade.
III. Openings shall be located to allow unrestricted cross-flow of flood-waters
through the enclosed area from one side to the other.
iv. Openings may be equipped with screens, louvers, or other coverings or
devices if certified by an engineer or architect, provided that they permit the
automatic entry and exit of flood-waters.
Response:
The enclosed crawl space areas are above the BFE (not applicable).
2. Nonresidential Construction.
a. New construction and substantial improvement of any commercial, industrial or
other nonresidential structure shall have either the lowest floor, including basement,
elevated to a level at least 1 foot above the base flood elevation; or together with utility
and sanitary facilities shall:
Exhibit' B'
Date Received:
JUl - 7 2011
,
· OI.9-,'Submittal
July 2011
Page 6 of 9
GES #70094-2011-C
· Floodplain Overlay District Devel!ent Written Statement
Assessor's Map No. 17-03-27-12, Tax Lot #5600
City No N/A
i. Be flood-proofed to 1 foot above the base flood level, so that the structure
is watertight with walls substantially impermeable to the passage of water;
ii. Have structural components capable of resisting hydrostatic and
hydrodynamic loads and effects of buoyancy;
III. Be certified by an engineer or architect that the design and methods of
construction are in accordance with accepted standards of practice for meeting
provisions of this Subsection based on their development and/or review of the
structural design, specifications and plans. The certifications shall be provided to
the Building Official as specified in Section 3415B.6.b.
b. Nonresidential structures that are elevated, not flood-proofed, shall meet the same
standards for space below the lowest floor as specified in Subsection B.1.b., above.
c. Applicants flood-proofing nonresidential buildings shall be notified that flood
insurance premiums will be based on rates that are 1 foot below the flood-proofed level
(e.g., a building constructed to the base flood level will be rated as 1 foot below that
level).
Response:
Not applicable.
3. Manufactured Homes.
a. All manufactured homes that are placed or substantially improved within Zones
A 1-30, AH and AE shall be elevated on a permanent foundation where the lowest floor of
the manufactured home is elevated to a height of 1 foot above the base flood elevation:
i. On sites outside of a manufactured home park or subdivision;
ii. On sites in a new manufactured home park or subdivision;
iii. On sites in an expansion to an existing manufactured home park or
subdivision; and
iv. On sites within an existing manufactured home park or subdivision and
upon which manufactured homes have incurred substantial damage as the result
of flood.
b. All manufactured homes to be placed or substantially improved on sites in an
existing manufactured home park or subdivision within Zones A1-30, AH or AE that are
not subject to the provisions of Subsection a., above shall be elevated so that:
i. The lowest floor of the manufactured home is at or above the base flood
elevation, or
Exhibit '8'
t.
Date Received:.
JUL. - 7 2011
f!f<& .b.."--.~:....._,
July 2011
Page 7 of 9
GES #70094-2011-C
· Floodplain Overlay District Develo!ent Written Statement
Assessor's Map No. 17-03-27-12, Tax Lot #5600
City No. NIA
ii. The manufactured home chassis is supported by reinforced piers or other
foundation elements of at least equivalent strength that are no less than 36 inches in
height above grade.
c. Recreational vehicles placed on site within Zones A1-30, AH or AE shall:
i. Be on the site for fewer than 180 consecutive days and be fully licensed
and ready for highway use; or
ii.
Satisfy the review procedure of Section 3.3-415.
Response:
Not applicable.
4. Foundations. Foundations for all new construction, substantial improvements and
manufactured homes subject to 18 inches or less of flood water during a 1 OO-year flood
shall be as specified in the Springfield Building Safety Codes. Foundations for all new
construction, substantial improvements and manufactured homes not in a Mobile Home
Park or Subdivision subject to 18 inches or more of flood water during a 100-yearflood
or located within a designated f100dway shall be certified by an engineer to meet the
following foundation requirements:
a. Concrete footings sized for 1000 psf soil pressure unless data to substantiate the
use of higher values are submitted;
b. Footings shall extend not less than 18 inches below the undisturbed natural grade
or engineered fill and in no case less than the frost line depth; and
c. Reinforced concrete, reinforced masonry, or other suitably designed supporting
systems to resist all vertical and lateral loads which may. reasonably occur independently
or combined.
Response:
There is no flood water impact at the site of the new foundations. The existing lot
elevations are 2.6' above the computed BFE.
5. Streets.
a. Adequate provisions shall be made for accessibility during a 100 year flood, to
ensure ingress and egress for ordinary and emergency vehicles and services during
potential future flooding.
b. No street or surface of any new street shall be at an elevation of less than 1 foot
below the base flood height Response: A transfer site is not desired. Therefore, this
section does not apply.
Date Received:
JUl U' 7 2011
Exhibit 'B'
Original Submittal
July 2011
Page 9 of 9
GES #70094-2011-C
. Floodplain Overlay District DevelAent Written Statement
Assessor's Map No. 17-03-27-12, Tax Lot #5600
City No. N/A
If you have any questions about the above application, please do not hesitate to contact a
member ofthe design team.
Respectfully,
~' 1:
~; :{j /
Scott ~i\;PS
Qndt;}!i{K0
Pamela Goebel, Project Manager
SJG/PG/ms
lenclosures
cc Philip & Lois Shelley
Date Received:
~
JUL 07 2011
Exhibit 'B'
Original Submittal
.
.
Goebel Engineering & Surveying, Inc.
Engineering Surveying Land Planning Services
25469 Highway 126 Veneta. Oregon 97487
Phone: 541- 687-0542 Fax: 888-653-0152 E~mail: Ql;.~~~.eie"7Xl,Wm
List of Exhibits
A. Application
B. Written Statement
C. (List of) Exhibits
D. Preliminary Title Report
E. Plot Plan
F. FEMA MT-EZ Application Packet (copy)
Date Received:
JUL 07 2011
Original Submittal
Exhibit 'c'
OS/24/2011 05:24
5414850975
AMERICAN HOME FUNDNG
PAGE 01/08
.
..
I]jJ
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PRELJ:MINARY TJ:TLE REPORT
CIISC1'.OE ESCROW
ATTN: MELISSA MITCHELL
811 WILLAMETTE STREET
EUGENE, OR 97401
July 05, 2011
Report 1'10: 0271518
Your No; EUll-1326
Seller: REFINIINCE
Buyer: REGAL HOMES BY SHELLEY, INC.
PRELIMlNARY REPORT FOR:
Af,TA Residential Extended Loan Policy (BLDR)
$lB5,000.00
PREMIUMS:
IILtA Residential Extended Loan Premium (BLDR)
AL~A Endorsement
Gover~~ent Service Fee
$596.00
$100.00
$35.00
We are preparad to issue 2006 (6/17/06) ALTA title inourance policy(ies) of OLD REPU1'lt,tC
NATIONAL TITLE INSURANCE COMPIINY, in the usual form insuring the title to the land described
as follows:
Lot' 10, CLEAR VUE ESTATES, as platted and recorded May 30, 2006, Reception No.
2006-036984, Lane county Or&gon Plat Records, in Lane County, Oregon.
Vesta€!:.
PHILIP N. SHELLEY A.~D LOIS V. SHELLEY
as tenants by the entirety
DIlTED AS 0,: JUNE 29, 2011 at 8:00 A.M.
Schedule B of the policy(ies) to be issued ~ill contain the following general and special
exceptions unless removed prior to issuance:
GENERAL EXCEPTIONS (Standard Coverage Policy Exceptional:
1 ~ Ta.x.es or assessments whi.ch are not shown as e:g:isting liens by the record.s of any taxing
authori ty that levies taxes or assessments on real property or by the Public Records;
proceedings by a public agency which may result in taxes.or assessments, or notices
of such procQQd.ingst whether or not: shown by the rp.:cords of such agency or by the Public
Records.
2. Facts, rights, i.t1terAsts or claims which are not shown by the Public Records but which
could be ascertained by an inspection of the Land or by m.aking inquiry of persons in
pOssession thereof.
3. Easements, or claims of easement, not shown by the Public Records; reservations or
e.xceptions in patents or in Acts authorizing the i::i'5l);;u1Ce. thereof; water rights, clairo..:;
or title to water.
No liability is aSsumed hereunder I,Ulfil policy ha$ been is.s-ued andfu/l policy premium has been paid.
MAINOWICIl
FLORENCE ..
EUGENE FAx:
.. 811 WILIJlMETTE ST. .. IWGENE, OREGON 97401" 1'HDlfIItlW-R~etm.
1901 RWY 101 - S. 2 .. FLORENCB. ORBGON 97439 .. pa. ~lii '~97-8417
485-0307 .. E-MAIL. into@easeadetitle.com .. ~RBNCE ~: 997-6246 '
JUl 07 2011
Original submittal
06/24/2011 05:24
5414850976
AMERICAN HOME FUNDNG
PAGE 02/08
.
.
Order No. 0271518
Page 2
4. Any encroaclwent, encumbrance, violation, variation, or adverse circums~ancQ
affecting the Title tnat would be disclosed by an accur~te and complete l~nd survey
of the Land.
5. Any lien" or riqht to a lien, for services, labor, material, equipment rental or workers
compensation heretofore or herQafter furni$hed, imposed by law and not shown by the
Public. Reco.cds.
SP~CIAL EXCEPTIONS,
6. Taxe, for tne fiscal year 2011-2012, a lien not yet payable.
7. Easement, including the terms and provisions thereof, granted ~o Eugene Springfield
Land and Water Company, by instrument recorded No~ember 3, 1939, in Book 199, Page
449, Lane County Oregon Deed Records_
84 Easements, notes, conditions and restrictions shown, set fortIl, and/or delineated on
the recorded plat~
9. Covenant$, conditions and restrictions, including the terms and provisions thereof
(b~t omitting cov~ants or restrictions, if any, based upon race, colori religion,
sex, sexual orientation, familial status, marital status, disability, handicap,
national origin, ancestry, or source Of income, as set forth in applicable state or
federal la~s, except to the ~xtent tn~t said covenant or r~str~ction is permitted by
applicable law) in oeclax:ation recorded May 30, 2006, Reception No. 2006-036990, Lane
County Offic~al Recox:ds.
10. Statutory liens for labor and/or materials ~hich may gain priority over the lien of
the Mortgage/Trust Deed wn~cn may be ~nsured.
114 An accurate survey of t..hese premises showinq boundary lines, a.nd location of
improvements and easements, should b~ furnished for our file prior to our wr~ting an
}U,1'A Mortgageels POlicY4 Excepticnroay be taken to such matters as maybe shown thereby.
NOTE: Taxes, Account No. 1169387, Assessor.s Map No. 17 03 21 1 2, #5600, Cod~ 19-00,
2010-2011, in the amount of $710.76, PAID IN FULL.
NOTE: A judgment search has been made on the 4bove named Veste.e (s), and WQ fi.nd NONE except
as set forth above.
NOTE~ As o! th~ date hereof, there are no matter$ against REGAL HO~S BY SHELLEY, INC_r
AN OREGON CORPORATIONi which wou~d appear aa e~ceptions in the pOliCY to .i.ssue, except a.s
.shown herei:c._
NOTE: According to tne public record, the following deed (s) affecting the property nerein
described have been recorded with.in 24 montns of the effective date of this report: NON~
NOT~: The premium. amount has been reduced by applicatiop of a builder's rate.
NOTE: ThQ pOlioy to be iSSUQd may contain an arbitratjon clause_ When the Amount of
Insu~~nce is less than the amount, if any, set forth in the aIbit~ation clause, all
arbitrable matters shall be arbitrated at the option of either the company or the Insur~ct
~a the exclusive remsdy of the partie6~
Date Received:
JUL 07 2011
Original Submittal
05/24/2011 05:24
5414850975
AMERICAN HOME FUNDNG
PAGE 03/08
.
.
order No. 0271518
Page 3
Tr..is report i:s prt:=li.mlnary to the i:>:suance of a policy of t.:itle insurance and ehall become
null and void unless a poliCy i$ issued and the full premium paid.
Cascade Title Co.
sm: Title Officer: JIM HIGGINS
Cc: REGAL HOMES BY SHELLBY, INC.
EMIl.IL: BERETTl\303MAl'I@YI\HOQ.COM
Cc: MIKE KARQTKD
l\TTN: MIKE KAROTKO
EMAIL: MIKEK@Rl\MSEYWI\ITE.COM
Cc: AMeRICAN HOME FUNDING
ATTN: RON JOHNSTON
EMAIL: RON@AllPEUGENE.COM
Date Received:
JUl 07 2011
Original submittal
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TillS MAP IS TO ASSIST LOCATING PROPERTY.
._~ -- ._- . -------- --.---..-.....- -... _-....--.~....
06/24/2011 05:24 5414850976
.
AMERICAN HOME FUNDNG
PAGE 08/08
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PLAT.
DOCUMENT #
" Dl..i..l.....' Chi., l).putll Cl...Jt. 'IMILMWA
laM c-~y Deeds and a__ds '\IlJII"IMlOlllt
1II1~llmRllllm Imll~!'I!!!\t 11:5~:': .
RPIl SUllO c:m..l 5t....1 CASHIER D!5
19.00 $190.00 $10.00 $11.00
,
This document is a
SUBDIVISION
CLEAR VUE ESTATES
Owners:
Philip N. Shelley & Lois V. Shelley
Dedicatee: City of Springfield
Twn. 17S Rng. 3W Sec. 27
LANE COUNTY DEEDS & RECORDS
j
I
--1L -Lots
--.L - Sticlom
-1- - Res. Numbers
Date Received:
JUl 0 7 2011
Original Submittal
AFTER RECORDING RETURN TO:
Lane Coun~ Surveyor's Office
OS/24/2011 05:24 5414850975
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Goebel Engineering & Surveying, Inc.
Engineering Surveying Land Planning Services
25469 Highway 126 Veneta. Oregon 97487
Phone: 541-687-0542 Fax: 888-653-0152 E-mail: Qoebel@goebelenQ.com
July 2011
Development Services Department
City of Springfield
225 Fifth Street
Springfield, OR 97477
Re: Application for Floodplain Overlay District Development
17-03-27-12. Tax Lot #5600
GES Project No. 70094-2011-C
City No. N/A
With the enclosed submittal packet, the applicants, Philip and Lois Shelley, apply for approval of
the enclosed Floodplain Overlay District Development application for the property located as
shown on Assessor's Map No 17-03-27-12, Tax Lot #5600.
The application form, written statement, exhibits and attachments submitted herein include the
required elements of the application. The written statement provides findings, based on the
materials provided here, to demonstrate the proposed application is consistent with all applicable
approval criteria.
A Deed was not included because the subject property is still owned by the original applicant.
As the applicant's representative for this application, Goebel Engineering & Surveying, Inc. is
available to answer any questions as needed. Thank you in advance for your consideration of the
application
Respectfully,
t!f~'i,11
SG/pg/ms
Enclosures
~j~;;;0
Date Received:
JUL.- 7 2011
.
Q1J;; Submittal
.
.
Goebel Engineering & Surveying, Inc.
fllgillecrillg SlI/Teyillg lalld Pfullllillg
25469 Highway 126 Veneta. Oregon 97487
Phone' (541) 687-0542 Fax' (888)653-0152 E-mail: scott@goebeleng.com
Base Flood Elevation
Calculations
for
Tax Lot 5600
Assessors Map 17-03-27-12
Lot 10
Clear Vue Estates
Springfield, OR 97477
I EXPIRES:
Date Received:
July 2011
JUL 0 7 2011
Original Submittal
.
EXHIBIT A
PLOT PLAN
FOR
TAX LOT 5600\;01.
\;01. ,; 1.~ ?>600
1.~O\ !l'! l
~ ~I5 16 17 ! '
I ~m - ~
, ft~J4.6
I c;; 1 U et . ZONE fl'
"<,XX'<' ^^. ". -. -, I PER RRM MAP
<x:vxxxXX&I....... '~7- ......... ;.;r----'-". I NUMBER 41039C1133 F
~"':X'X xX':'S__ .fL ,> 2:x~ .zgx ~~
40' WIDE EASEMEJ'" ''i\.\''-Q;x..~~ \~30~ ~ ;..
CHANNEL 6 (CITY OF ""-
SPRINGFIELD) '<!. ~LOWEST LO
~ ~ ELEV-436.
\;0 <t. "-9-
1.~20\ <u .~ ~
". _ ,_Hi':. <S4 ~ "'\. 8
,~- ~ """
J~ ~~ "''---....
~ 7
i~V ~ -
\1"cO~"'~ .L'ci.
\;01.
1.~200
~
r-.<.Jt
S\O~
D~\)\<.J
\;0
.
100
o
100
200
I i
SCALE IN FEET
N
~,
NOTE:
100 YR FLOW=148 CFS
BASIN AREA=0.63 SQ MI
DEPTH OF FLOW=5.0'
FLOWLINE OF
CHANNEL=429.6
~
'<!.,
.~
I~ 'I
i!i~~
EGON
JUL 16 1987
SCOTT J. GOEBEL
2280
RENEWAL: 6/30/2013
Date Received:
~ Goebel Engineering & Surveying
. EDlfneerm, Suneftnl Land P18llDiDl
. 25469 fflghway 126. v...to. o.ego" 97487
541-687-0542
JUL 0 7 2011
FILE: 70094-11 \OWG\MTEZ,OWG
.I
.
CHANNEL 6
CLEAR VUE BASIN
Hydrograph Number:
Name:
Type:
17
100 YR ENTIRE BASIN COMPUTED
Computed Flood
[HYDROGRAPH INFORMATION]
Peak Flow (Qp)
Time to Peak (Tp)
Time of Base (Tb)
Volume
Time Step
Flow Multiplier
[UNIT HYDROGRAPH INFORMATION]
Number
Type
Peak Flow (Qp)
Time to Peak (Tp)
Time of Base (Tb)
Volume
Shape Factor
Time Step:
Excess Rain
Lag Time
[BASIN INFORMATION]
[WEIGHTED WATERSHED AREA]
Description
Area
<None>
Overall Approximation
419.00
[TIME CONCENTRATION -- User Defined]
Time of Concentration (Tc)
[RAINFALL DESCRIPTION)
Distribution Type
Total Precipitation
Return Period
Storm Duration
.
148.42 (cfs)
627.00 (min)
2101.11 (min)
117.922 (ac-ft)
1.00 (min)
1.00
2
SCS Curvilinear
139.11 (cfs)
136.67 (min)
683.33 (min)
34.985 (ac-ft)
484.00
1.00 (min)
1.00 (in)
123.00 (min)
CN
75
205.00 (min)
SCS IA
6.48 (in)
100 (yr)
24.00 (hr)
Date Received:
JUL 0 7 2011
Original Submittal
J
Time
Interval
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
.
.
[Hydrograph Flow Values: Time vs. FlowJ
[TIME CONCENTRATION -- 15.00J
Time
(min)
225.00
240.00
255.00
270.00
285.00
300.00
315.00
330.00
345.00
360.00
375.00
390.00
405.00
420.00
435.00
450.00
465.00
480.00
495.00
510.00
525.00
540.00
555.00
570.00
585.00
600.00
615.00
630.00
645.00
660.00
675.00
690.00
705.00
720.00
735.00
750.00
765.00
780.00
795.00
810.00
825.00
840.00
855.00
870.00
885.00
Incremental
Rainfall
(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
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Cumulative
Rainfall
(in)
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
6.48
Incremental
Outflow
(efs)
0.00
0.00
0.01
0.01
0.02
0.03
0.07
0.09
0.11
0.14
0.17
0.19
0.22
0.25
0.28
0.38
0.57
0.72
0.86
1. 00
1. 09
1.10
1. 00
0.80
0.64
0.37
0.03
-0.08
-0.26
-0.30
-0.40
-0.36
-0.36
-0.30
-0.32
-0.25
-0.24
-0.27
-0.19
-0.23
-0.16
-0.20
-0.13
-0.16
-0.10
Design
Outflow
(efs)
0.01
0.03
0.10
0.25
0.54
1. 01
1. 75
2.82
4.24
6.07
8.34
11. 07
14.26
17.96
22.16
27.44
34.16
43.06
54.44
68.15
83.76
100.22
115.77
128.61
138.65
144.69
148.30
148.22
146.30
142.23
137.06
131.38
126.03
121.28
116.52
112.62
108.34
104.92
101.20
98.14
95.12
92.43
90.09
87 80
Data;~ceived:
JUL 0 7 2011
Original Submittal
.
.
60 900.00 0.00 6.48 -0.13 84.11
61 915.00 0.00 6.48 -0.12 82.84
-----------------------------------------------------------------------
Time Time Incremental Cumulative Incremental Design
Interval Rainfall Rainfall Outflow Outflow
(min) (in) (in) (cfs) (cfs)
-----------------------------------------------------------------------
62 930.00 0.00 6.48 -0.06 81.26
63 945.00 0.00 6.48 -0.10 80.20
64 960.00 0.00 6.48 -0.05 78.98
65 975.00 0.00 6.48 -0.09 77.99
66 990.00 0.00 6.48 -0.04 77.02
67 1005.00 0.00 6.48 -0.08 76.05
68 1020.00 0.00 6.48 -0.04 75.30
69 1035.00 0.00 6.48 -0.07 74.32
70 1050.00 0.00 6.48 -0.03 73.72
71 1065.00 0.00 6.48 -0.05 72.72
72 1080.00 0.00 6.48 -0.07 72.11
73 1095.00 0.00 6.48 -0.04 71. 20
74 1110.00 0.00 6.48 -0.07 70.51
75 1125.00 0.00 6.48 -0.03 69.70
76 1140.00 0.00 6.48 -0.07 68.94
77 1155.00 0.00 6.48 -0.03 68.25
78 1170.00 0.00 6.48 -0.06 67.42
79 1185.00 0.00 6.48 -0.03 66.83
80 1200.00 0.00 6.48 -0.06 65.93
81 1215.00 0.00 6.48 -0.07 65.38
82 1230.00 0.00 6.48 -0.03 64.49
83 1245.00 0.00 6.48 -0.06 63.87
84 1260.00 0.00 6.48 -0.03 63.05
85 1275.00 0.00 6.48 -0.06 62.34
86 1290.00 0.00 6.48 -0.04 61. 59
87 1305.00 0.00 6.48 -0.06 60.78
88 1320.00 0.00 6.48 -0.04 60.11
89 1335.00 0.00 6.48 -0.07 59.21
90 1350.00 0.00 6.48 -0.04 58.60
91 1365.00 0.00 6.48 -0.04 57.64
92 1380.00 0.00 6.48 -0.07 56.99
93 1395.00 0.00 6.48 -0.04 56.10
94 1410.00 0.00 6.48 -0.07 55.36
95 1425.00 0.00 6.48 -0.05 54.50
96 1440.00 0.00 6.48 -0.08 53.55
Date Received:
JUL 0 7 2011
Original submittal
Elev(h)
Cross Section: 1
SIO.01ft1ft
438
437
436
435
434
433
432
431
430
429
428
Stat (h) 0
Q (cfs) 0
~
WSEL = 434.55
Q= 148cfs
10 20 30 40 50 60 70 80 90 100
50 100 150 200 250 300 350 400 450 500
.
Date Received:
JUL 0 7 2011
Original submittal
Cross Section: 1 Type: . IrregUlar~nnel .
.
Stat Elev Stat Elev St Elev Stat Elev
0 435 19 435 30 429.5 39 433.5
4,5 434.3 53 434.6 60 434.6 62 434.5
65 434.5 0 0 0 0 0 0
Left Channel Right CC: 0.1 CE: 0.3
N Values 0.03 0.03 0.03
Bank Stat 19.1 44.8
Reach Len 0 0 0
CWSEL 434.55 Elmin 429.52 Froude# 0.36
EG 434.66 Depth 5.03 EG Slope 0.001
Chan Vel 2.59 TopWidth 36.5 CritDepth 432.64
Discharge 148 KRatio 1 FlowType Sub-Critical
Cross Section: 1 Type: . Irregular Channel
Stat Elev Stat Elev Stat Elev Stat Elev
0 435 19 435 30 429.5 39 433.5
45 434.3 53 434.6 60 434.6 62 434.5
65 434.5 0 0 0 0 0 0
Left Channel Right CC: 0.1 CEo 0.3
N Values 0.03 0.03 0.03
Bank Stat 19.1 44.8
Reach Len 0 0 0
CWSEL 434.55 Elmin 429.52 Froudell 0.36
EG 434.66 Depth 5.03 EG Slope 0.001
Chan Vel 2.59 TopWidth 36.5 CritDepth 432.64
Discharge 148 KRatio 1 FlowType Sub-Critical
Date Received:
JUL 0 7 2011
Original submittal
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