HomeMy WebLinkAboutApplication APPLICANT 12/24/2008
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:City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
Land Division Tentative Plan
Partition, Subdivision
. -.
Subdivision Tentative Pre-Submittal:
Subdivision Tentative Submittal:
, ,.. ~ I I I IIJI
Partition Tentative Pre-Submittal:
Partition Tentative Submittal:
Applicant Name: Vem W. Benson
Icompany:
IAddress:
,
IAPPlicant's Rep.: David J. Collier
Icompany:
IAddress:
,
I Property Owner: same as Applicant
ICompany:
IAddress:
,
IASSESSOR'S MAP NO: 17-02-33-41 ITAX LOT NO(S): 1704
I Prooerty Address: 5642 N.A. Street Soringfield OR 974
ISize of Property: 27750
IProposed Name of Subdivision: 5 Doves Estates
,
Phone: (541 )688-8897
Fax:
940 Hwy 99N Eugene OR 97402
Pacific Surveying, Inc.
Phone: (541)767-0790
Fax:
Acres n
Square Feet IXI
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75506 Blue Mountain School Rd. Collage Grove OR 97424
Phone:
Fax:
I Description of If you are filling in this form by hand, please attach your proposal description to this application.
ProDosal: See Attached
IExistina Use:' Residential
1# of Lots/Parcels: 5 lAva, Lot/Parcel Size: 4945 sf IDensitv: 7.8 du/acre
Si .natures: Please sign and I?rint our name and date in the appropriate box on the next
Pre-Sub Case No.:
Icase No.:
!APPlication Fee: $
ITOTAL FEES: $
.
Associated Aoolications:
P,u'wa;?,an70I Date: 1'2-/2J.l.ICfS Reviewed by:~
I Date: . Reviewed by:
ITechnical Fee: $ fJ I PostaQe Fee: $.RI I
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Signs:
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Owner Signatures
This application form is used for both the required pre-submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages in the application
process, An application without the Owner's original signature will not be accepted.
Pre-Submittal
The undersigned aCknowledges that the information in this application is correct and accurate for scheduling of the
Pre- Submittal Meeting.
Owner:
l.)-;r-
Signature
Date: /2 -/ ~-C> 8
vGKA/ '?t/, 5c-/i/~
Print
Submittal
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 herein or the information will not be provided if not otherwise
contained within the submittal, 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
complete application.
Owner:
Date:
Signature
Print
PRE.SUBMITTAL REC'O
DEe 2 4 2008
....
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VICIl'.1J t MAP
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Tax Lot 1704
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PRE-SUBMITTAL REC'O
DEe 2 4 2008
OWllER
5 DOVES ESTATES
TENT A TIVE SUBDIVISION
TAllIIAP t7-GlMlS-41, TAll LOT t704
CITY OF Q., r. i.-.I,i.o., LAllI! COUlITY. 0RI!8ON
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VICINITY MAP
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PRE.SUBMITIAL REC' )
DEe 2 4 2008
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Pacific Surveying, Inc.
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NARRATIVE
Tentative Subdivision
for
5 Doves Estates
Tax Map 17-02-33-41
Tax Lot 1704
The purpose ofthis project is to subdivide tax lot 1704 into 5 parcels, The property
currently has a residence. The existing house is located at the south end of the property.
Public water, wastewater and stormwater utilities are located in and on North A Street,
other utilities are in a 7' public utility easement along the south property line and in a 15'
PUE in the land partition to the north. The zoning and metro plan designation for this
area is LDR.
The property is 185.00 feet in the north-south dimension and 150.00 feet in the east-west
dimension
PRE-SUBMITTAL REC'O
DEe 2 4 2008
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).fter ReccndIng _ Tot
finl Amoriam 11tIe
PO Box 10146
I!lIpao, OR 97440
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THIS SPACE RESERVED FOR RECORDER'S USE
After recording return to:
First American Hie
PO Box 10146
Eugene, OR 97440
Unbl a Change is requested all tax statements
shall be sent to tile following address:
Vern Benson
940 Highway 99 North
Eugene, OR 97402
,
DIVISion of" ~l'Ilef" Dep"ty Clerk ~MD.ftA400"
Lane County Deeds and Records 'UUU 11'1 ~
-11111111"'111'111""""""111"1'1""1111 $31.00
~lB158392BB;0044003BB20B2S
07/30/2008 03:11:29 P"
RPR-DEED Cnl=l Slnz4 CASHIER 02
$10.00 $11,00 $10.00
File No.: 7191-1261992 (DKM)
Date: July 25, 2008
STATUTORY WARRANTY DEED
Warren D. Lomax also known as Warren Daniel Lomax,Grantor, conveys and warrants to Vern
Benson, Grantee, the following described real property free of liens and encumbrances, except as
specifically ~et forth herein:
PARCEL II OF PARTITION PLAT NO. 93-P0353, FILED JUNE 07, 1993, OFFICIAl RECORDS OF
LANE COUNTY, OREGON.
LESS ANO EXCEPT ANY PORTION LYING WITHIN LAND PARTmON PLAT NO. 94-POS32,
OFFIOAl RECORDS OF LANE COUNTY; OREGON.
Subject to:
1. Fiscal year real property taxes, a lien not yet payable.
2. Covenants, conditions, restrictions and/or easements; if any, affecting title, which may appear in
the public record, Including those shown on any recorded plat or survey.
The true consideration for this conveyance is $164,900.00. (Here comply with requirements of 005 93.030)
.'
Page J of 1
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.....
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APN: 1504693
Statutory Warranty Deed
- continued
File No.: 1191-1261992 (DI<M)
Pate: D1/2S/2J)fJ8
BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE Tm.E SHOULD
INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195-
336 AND SECTIONS 5 TO 11, OF CHAPTER 424, OREGON LAWS 2007. THIS INSTRUMENT DOES NOT
AllOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND
USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON
ACQUIRING FEE mLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY
PLANNING DEPARTMENT TO VERIFY THAT THE UNIT OF LAND BEING TRANSFERRED IS A LAWFULLY
ESTABLISHED LOT OR PARCEL, AS DEANED IN ORS 92.010 OR 215.010, TO VERIFY THE APPROVED
USES OF THE LOT OR PARCEL, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR
FOREST PRACTICES AS DEANED IN ORS 30.930 AND TO INQUIRE ABOUT THE RIGHTS OF
NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195-336
AND SECTIONS 5 TO 11, OF CHAPTER 424, OREGON LAWS 2007.
Dated this 25th day of
Julv
,20~.
-IY~
a~ren aniel Lomax~~v . L _ .
BY: =~~ ___', n.k.... ..,;,,-/-:?'-
mRYN ffif-r:DA I ERS, S ATTORNEY IN FACT" 'd' 0
STATE OF Florida) .
)ss.
County of 0?/l.tLI.l:I-ee.... )
This instrument was acknowledged before me on this ~ day of July
by Warren Daniel Lomax by Kathryn Erilda Waters, his attorney in fact.
Omit /(. /PihL;AU
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Notary Public for Florida '1 ...." CAW R. 01\MlAN
",~, "'- .
My commission expires: fim\ NolarypUbIic-StaleolF_
,. .. My eo_ion expires Mar 6. 2009
:::) J J If) 9 ; 'CommiSsion I 00 391362
t..'::J/lJ7 ~'1..%., ~. BondedByNatIonaJNoIaryAssn
- . If' ., '
2008
.-
Page 2 of 2
PRE.SUBMITTAL REC'D
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Fidelity National Title Insurance Company
200 Hawthorne Ave.. Ste, A.100, Salem, OR 97301
(541)683-5422 FAX (541)344-4534
PRELIMINARY REPORT
ESCROW OFFICER:
TitlE OI'FICER: Patty Smith
ORDER NO.: 4608005208-FTEUG25
A.Update
TO: Pacific Surveying
Attn: Dave.Collier
75506 Blue Mountain School Road
Cottage Grove. OR 97424
BUYERlBORROWER: Vem Benson
PROPERTY ADDRESS: 5642 A Street
Sp"ngfield, Oregon 97478
EFFECTIVE DATE: November 18. 2008, 08:00 AM
1. THE POLICY AND ENDORSEMENTS TO BE ISSUED AND THE RELATED CHARGES ARE:
AMOUNT PREMIUM
Subdivision Guaranlee
$ 200.00
2. THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBI:DOR REFERRED TO
COVERED BY THIS REPORT IS:
A Fee
3. TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN:
Vern Benson, en estate in fee s im pie
4. THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE CITY OF SPRINGFIELD IN THE
COUNTY OFF9, STATE OF OREGON, AND IS DESCRIBED AS FOLLOWS:
SEE EXHIBIT "ONE" ATTACHED HERETO AND MADe A PART HEREOF
FOOR0212.tdw
PRE.SUBMlllAl REC'D
DEe 2 4 2008
Order No.: 4608005208-FTEUG25
EXHIBIT "ONE"
Parcel II of PARTITION PLAT NO. 93.P0353. file June 07, 1993, Official Records of Lane County, Oregon.
Less and Except any portion lying within LAND PARTITION PLAT NO. 94-P0532. Official Records of Lane
County, Oregon.
FDOR0213.rdw
PRE.SUBMITTAl REC'O
DEe 2 4 2008
Order No.~ 460800520B-FTEUG25
AS OF THE DATE OF THIS REPORT, ITEMS TO BE CONSIDERED AND EXCEPTIONS TO COVERAGE IN
ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN THE POUCYFORM WOULD BE AS
FOLLOWS:
GENERAL EXCEPTIONS:
1. Property Taxes are as follows:
Rscal Vear:
Amount:
L.evy Code:
Account No.:
Map No.:
2008-2009
$3,064.88. plus interest, Wany
01900
1504693
17-O2-33-41'()1704
2. City liens in favor of the City of Springfield, if any.
3. Easement(s) for the purposes(s) shown below and rights incidental thereto as delineated or as offered for
dedication, on the plat of sllid property.
Purpose:
Affects:
PUblic utllRles and Incidental purposes
Southerly 7 feet
4. Improvement Agreement, including the terms and provisions thereof,
Reoorded:
June 9. 1993. Reception No. 93-35034
5. Improvement Agreement and Application for Sewer Hookup, including the terms and provisions thereof,
Recorded:
December 10, 1993, Reception No. 93-80724
6. A deed of trust to secure an indebtedness in the emount shown below, and any other obligations secured
thereby
Amount
Daled:
Grantor:
Trustee:
Beneficiary:
$200.000,00
Augus126,2008
Vem W. Benson
Evergreen land Tille Company
Robert McCormick and Marcia McCormick, husband and wife
Recorded:
August 27, 2008, Reception No. 2008-{)48922.
7. RIght, TI~e and Interest 01 Vern W. Benson, as disclosed by recorded August 27,2008; Recepllon No.
2008-048922. OffIcial Records of lane County, Oregon. .
END OF ITEMS AND EXCEPTIONS
A. There are no judgments of record against Vern Benson,
B. There are no tax liens of record against Vern Benson.
FOOR0390.rdw
PRE.SUBMITTAL REC'O
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This sketch above is made solely for the.purpose of assisting in locating said premises and the company assumes
no liability for variations, irany'; in dimensions and location ascertained by actual survey.
Map # 1702334101704000
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PRE.SUBMllTAL REC'O ,
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Drainage Study
for
5 Doves Estates
City of Springfield, Oregon
Case Number:
Map Number: 17-02-33-41
Tax Lot: 1704
Prepared for:
Benson Development Company
clo Vern Benson
940 Hwy 99N
Eugene, OR 97402
Prepared by:
HBA Design Group, LLC
C/o Todd Powell, P.E.
P.O Box 508
Walterville, OR 97489-0508
(541) 988-1862
December 22, 2008
PRE. SUBMITTAl REC'D
JE"C 2 4 2008
~
.-
1.J a DESIGN
~ GROUP
land use plonning + civil engineering
~
Drainage Study
for
5 Doves Estates
City of Springfield, Oregon
Case Number:
Map Number: 17-02-33-41
Tax Lot: 1704
Prepared for:
Benson Development Company
c/o Vern Benson
940 Hwy 99N
Eugene, OR 97402
Prepared by:
HBA Design Group, LLC
C/o Todd Powell, P.E.
P.O. Box 508
Walterville, OR 97489c0508
(541) 988-1862
December 22, '2008
PRE.SUBMITfAl REC'O
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CONTENTS
Page
Executive Summary... .......... ............................ ............:............... ......... ............ ............ .......2
Existing Conditions............... c.............................................................................................. 3
Developed Conditions..........................................................................................................4
Erosion Risk Assessment........................... c...................................,..................................... 5
Appendix ............... ...'.... .... ...... .......................... ........................ ............,..:. ........... .... ..........:6
Vicinity Map
Soils Information
Drainage Calculations
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EXECUTIVE SUMMARY
This report discusses a stormwater management plan to be implemented in conjunction with a
land developnient project for Benson Development Company called 5 Doves Estates. The
project site is located at 5642 "A" Street, Springfield, Oregon. The O.64-acre property currently
contains no buildings.
The development proposes to subdivide the lot into 5 individual parcels and subsequently
develop these parcels with single-family residences.
On all lots, the roof do~nspouts will be tightlined and conveyed to the vegetated swale that is
lqcated on the west edge of the private common driveway. The vegetated swale will drain to the
south and outfall into an existing ditch in "A" Street. All the proposed driveways will drain:
towards the private common driveway for conveyance to the vegetated swale. To the maximum
extent feasible, yards on all of the lots will be graded to allow yard runoff to sheet flow into
private road system.
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EXISTING CONDITIONS
The 0.64-acre project site currently has one exis1ing home and driveway, along with common
landscaping and fruit trees. The property takes access off of "A" Street. Site topography is .
relatively flat.
According to the SCS Soil Survey for Lane County the predominant soil type on this site is
Coburg-Urban land complex, hydrologic group C, Symbol 32 (see appendix for further
descriptions).
DEVELOPED CONDITIONS
The proposed development site area will include the entire site. The post-developed drainage
basin is 0.64 acres in size.
A joint access, private ariveway, is proposed to provide access to the new homes. The driveway
will be 18-feet wide, have an 18 'foot driveway apron and will be ap'proximately lID-feet long.
The driveway will be constructed with no crown so that the stormwater runoff will flow to the
west edge of the driveway. The driveway will also be sloped to drain from the south to the north
as runoff is collected in a low point for discharge into the proposed bioswale.
There is no detention proposed for this development project, per the Storm water Scoping Sheet
completed by the City of Springfield staff.
On all lots, the roof downspouts will be tightlined and conveyed to the vegetated swale that is
located on the west edge of the private common driveway. The vegetated swale will drain to the
south and outfall into an existing ditch in "A" Street. All the proposed driveways will drain
towards the private common driveway for conveyance to the vegetated swale. To the maximum
extent feasible, yards on all of the lots will be graded to allow yard runoff to sheet flow into
private road system.
No frontage improvements are proposed for "A" Street.,
WATER QUALITY
The 5 Doves Estates project proposes to treat runoff from the site by means of a vegetated swale
located on the west side of the private driveway. The private drive will be sloped from "A"
Street to the north and into a low point at the entrance to the swale. In addition, the private drive
will slope at a 2% from the east to the west to an extruded curb along the edge of the driveway.
The extruded concrete curb will be notched at Station 0+95 so that the collected runoff can flow
into the upper portion ofthe vegetated swale.
The vegetated swale is designed to have a l-foot bottom width and will flow to the south at a
slope of 0.005 ftlfl. The vegetatedswale will be constructed with a rock check dams at the center
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of the swale. The check dam will insure that the flow in the swale is uniform and will help
increase the contact time for water treatment.
The design requirements for a vegetated swale areas follows:
I) The swale width and profile shall be designed to convey runoff from the pollution reduction
design storm intensity (0.22 inches/hour) at:
. Maximum design velocity of 0.9 feet per second.
. Minimum hydraulic residence time of9 minutes.
. Minimum longitudinal slope of 0.5 percent, maximum slope of6 percent. For slopes
greater than 2 percent, check dams shall be used (one dam every 12 feet).
. Designed using a Manning "n" value of 0.25 for grassy swales and 0.35 for vegetated
swales.
2) The swale shall incorporate a rip nip pad, flow-spreading device at the inlet.
3) Vegetation shall be established as soon as possible after the swale is completed, and before
water is allowed to enter the facility.
4) Unless vegetation is established, biodegradable erosion COI)trol matting appropriate for low-
velocity flows (approximately I foot per second) shall be installed in the flow area of the swale
before allowing water to flow through the swale.
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EROSION RISK ASSESSMENT
Due to the size ofthe.area 10 be disturbed, the very minor existing slopes on the property, and the
absence of environmentally sensitive areas, we assess the overall risk category as LOW:
. Less than two acres will be disturbed.
. -Existing residences are l()cated directly downstream of the subject property.
. Slopes generally are between 0% and 2%.
. The Coburg Urban Land Complex soils on the site has a "slight" erosion risk on slopes less
than 15%.
. There are no critical areas or buffers located on-site, down slope, or with in a V. mile
downstream of the stormwater discharge point.
The following temporary erosion control measures are recommended at this time:
.
. Silt fences may be required' to keep pollutants from migrating out of the area of disturbance
and onto private property. The use of the 'filter fence shall be determined at the pre-
construction.
. A gravel construction entrance to prevent tracking of debris onto public roads is
recommended for this project to protect the public streets. The existing driveway for Lot I
may be used as the construction entrance if approved by the City LDAP inspector.
. A concrete wash area will be required if concrete is used for the new driveways.
· Temporary catch basin inlet protection in the form of "biobags" will be required on all
existing catch basins and curb inlets on the subject property and in the "A" Street vicinity.
· Permanent erosion control in the form of seeding exposed soil (with interim mulching is
needed) is required over all exposed soils. .
· If needed, additional BMP's can be implemented as corrective measures.
A detailed erosion control plan showing locations, installation methods and maintenance
requirements for specific erosion control measures is provided on Sheet C2.0 and C2.1 for the
Land and Drainage Alteration Permit (LDAP). . The LDAP will also include guidelines for rapid
response to unanticipated conditions.
PRE.SUBMITTAl REC'D
DEe 2 4 2008
APPENDIX
Vicinity Map
Soils Information
Drainage Calculations
"
PRE.SUBMITTAl REC'D
DEe 2 4 2008
Vicinity Map
PRE.SUBMIlTAL REC'O
DEe 2 4 2008
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I
NOTE: MAP AREA SHOWN ON THIS PANEL IS LOCATED WITHIN
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Soils Information
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DEe 2 4 2008
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Soil Map-Lane County Area, Oregon
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40
200
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100
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~
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Conservation Service
Web Soil Survey 2,0
National Cooperative Soil Survey
10/22/2008
Page 1 of3
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MAP LEGEND
Area of Interest (ADI)
[:J Area of Inleresl,,{AOI)
Soils
Soil Map Units
Special Point Features
~ Blowout
181 Borrow Pit
'* Clay Spot
. Closed Depress!on
X Gravel Pit
.. Gravelly Spot
@ landfill
A lava Flow
... Marsh
>< Mine or Quarry
@ Miscellaneous'Water
@ Perennial Water
v Rock Outcrop 0
+ Saline Spot
.. Sandy Spot
- Severely Eroded Spot
<) Sinkhole
p Slide or Slip
,. Sadie Spot
- Spoil Area
I) Stony Spot
Natural Resources
Conservation,Service
Soil Map-Lane County Area, Oregon
al
t
Very Stony Spot
Wet Spot
Other
...
Special Line Features
Gully
Short Steep Slope
Other
Political Features
Municipalities
o Cities
mJ Urban Areas
Water Features
Oceans
~
Trarisportation
~ Rails
Roads
Streams and Canals
.......
Jnterstate Highways
US Routes
,.v
State Highways
~ Local Roads
Other Roads
-Web Soil 'Survey 2.0
National Cooperative Soil Survey
MAP INFORMATION
Original soil survey map sheets were prepared at. publication scale.
Viewing scale and printing scale, however, may vary from the
.original, Please rely on the bar scale on each map sheet for proper
map mea~urements.
SourQe of Map: Natural Resources Conservation Service
Web Soil'Survey URL: http://websoilsurvey.nrcs.usda,gov
Coordinate System: UTM Zone 1. ON
This product is generated from the USDA-NRCS certified data as of
the version date(s) fisted below,
Soil Survey Area:
Survey Area Data:
Lane County Area, Oregon
Version 6, Dee 22,2006
Date(s) aerial images were photographed: 5/24/1994
The orthophoto or other base map on which the soil lines were
compiled'and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
10/22/2008
Page 2 of3
Soil Map-Lane County Area, Oregon
Map Unit Legend
132
,I Coburg-Urban land complex
I Totals for Are'a of Interest (ADI)
USDA
~
Natural Resources
Conservation Service
Web Soil Survey 2.0
National Cooperative Soil Survey
91 I
911
100.0% I
jJJ<I:.~UBMITT~2.fPof'D
DEe 2 4 2008
32-Coburg-Urban land complex. This map unit is oil low stream terraces. Slope is 0 to 3 percent Areas are
irregular in shape and are,5 to 100 acres in site. The native vegetation is mainly Douglas-fir, Oregon white oak, and
poison-oak. Elevation is 300 t0800 feet. The average annual precipitation is 40 to'60 inches, the average annllaLair
temperature is 52 to 54 degrees F, and the average frost-free period is 165 to 210 days.
This unit is 45 percent relatively undisturbed Coburg silty' ciay loam, I o-percent disturbed Coburg siity clay loam,
and 30 percent Urban land. The components of this unit are so intricately intermingled that it was not practical to
map them separately at the scale used.
Included in this unit are small areas of Conser, Malabon, Oxley, and Salem soils. Included areas make up about 15
percent of the total acreage.
The relatively undisturbed Coburg soil is deep and moderately well drained. It fomled in silty and clayey mixed
alluvium. Typically, the surface layer is very darkgrayish brown silty clay ioam about 18 inches thick. The subsoii is
dark brown, mOllled silty clay loam and silty clay about 35 inches thick. The substratum to a depth of 65 inches or
more is dark brown, mottled fine sandy loam.
Permeability of this Coburg soil is moderateiy siow. Available water capacity is about 10 to 12 inches. Water
suppiying capacity is 20 to 26 inches. Effective rooting depth is more than 60 inches. Runoff is slow, and the hazard
of water erosion is slight. A high water table is at a depth of 1.5 to 2.5 feet from November to May.
The disturbed Coburg soil has been covered by as much as 40 inches offill material or has had as much as 30 inches
of the original profile removed by cutting or grading. The fill material is,commonly from adjacent areas of Co burg,
Malabon, Salem, Conser, and Oxley soils that have been cut or graded. T~e characteristicsofthe disturbed areas are
highly variable.
Urban land consists of areas where the soils are largely covered by concrete; asphalt, buildings, or other impervious
surfaces that obscure or alter the soils so that identification is not feasible.
This unit is used mainly for urban development. It is also used for yards, parks, and open areas around and between
buildings.
Ifthis unit is used for urban development, the main limitations are the seasonal high water table, moderately slow
permeability, and low soil strength. Ifbuildings are constructed on the unit, properly designing foundations and
footings and diverting runoffaway from buildings help to prevent structural damage as a result of shrinking and
swelling. Roads and,streets can be built if they are designed to compen$ate for the instability of the' subsoil and if a
maximum of base rock is used. Landscaping plants that tolerate a seasonal high water table and droughtiness should
be ,selected ifdrainage,and irrigation are not provided.
This map unit is not assigned a capability classification.
PRE.SUBMITTAl REC'O
DEe 2 4 2008
Drainage. Calculations
PRE-SUBMITTAL REC'D
DEe 2 4 2008
Page I of I
DEV-BASIN Event Sllmmary
I Event IIPeak Q (cfs)llpeak T (hrs)IIHyd Vol (acft)IIArea (ac)IIMethodIIRaintypel
I WQ II O.o:3l6ln.OO II 0.0104 II 0.2000 II SBUH IITYPEIAI
I 2 year II O.I~O II 8.00 Ii 0.0511 II 0.2000 II SBUH IITYPEIA
I 5 year II 0.1735 II 8.00 II 0.0594 II 0.2000 II SBUH IITYPEIA
I ]0 year II 0.1969 II 8.00 II 0.0677 II 0.2000 II SBUH IITYPEIAI
125 year II 0.2203 II 8.00 Ii 0.0761 II 0.2000 IISBUH IITYPE1AI
1100 yearll 0.2390 II 8.00 II 0.0827 II 0.2000 II SBUH IITYPEIAI
I
Record Id: DEV-BASIN
IDesign Method
IHyd I,!tv
II SBUH IIRainfall type II TYPEIA
II 10.00 min Ilpeaking Factor II 484.00
lAbs traction Coeff II 0.20
II 0.00 ac . IIDCIA II . 0.20 ac
II 0.00 IIDCCN II 98.00
Ii 0.00 min llDC TC II 5.00 min
l
I
IPervious Area (AMC 2)
IPervious CN
[Pervious TC
I
l
I
I
I
Directly Connected CNCalc
_.___.De_s_cription
_.I~p~rvious surfaces (pavements, roofs, etc)
DC Composited CN (AMC 2)
II SubArea
]1
0.20 ac .
II Sub cn
II 98.00
II 98.00
Misc
,
I
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II TT
15.00 min -I
_II~~,
I.
-- ---
-----
I
'I Ty~l.
I
IFixed I
I
Description
. Directly Connected TC Calc
II Length II Slope II Coeff II
Directly Connected TC
PRE.SUBMITTAl REC'O
DEe 2 4 2008
. file:/IH:IPROJECT FILESIACTIVEIBEN56A ISTORMSHEDlBEN56A.html.
12/24/2008
Worksheet for Trapezoidal Channel - 1
Friction Method
Solve For
Manning Formula
Normal Depth
Roughness Coefficient 0.250
Channel Slope 0.00500 ftIft
Left Side Slope 2.00 ftIft (H:V)
Right Side Slope 2.00 ftIft (H:V)
Bottom Width 1.00 ft
Discharge 0.22 ft~/s
Normal Depth 0.53 ft
Flow Area 1.10 ft'
Wetted Perimeter 3.39 ft
Top Width 3.14 ft
Critical Depth 0.11 . ft
Critical Slope 2.12359 ftIft
Velocity 0.20 ftIs
Velocity Head 0,00 ft
Specific Energy 0.53 ft
Froude Number 0,06
Flow Type Subcritical'
Downstream Depth
Length
Number Of Steps
0.00 ft
0.00 ft
o
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ftIs
Upstream Velocity Infinity. ftJs
Normal Depth 0.53 ft
Critical Depth 0.11 ft
ChanneJ,Slope 0.00500 ftIft
Critical Slope 2.12359 ftIft
12124/200811:20:07 AM
Bentley Systems, Inc. Haestad Methods Solution Center Benfiey FlowMaster I08.01.071.00]
27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of
PRE.SUBMITTAl REC'D
DEe 2 4 2008
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