HomeMy WebLinkAboutApplication APPLICANT 9/4/2008
. ;pty of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
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Date Receivea:
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SE.P. ~4 2008
Land Division Tentative Plan
Partition, Subdivision
Original Submitpl
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Aoolicant Name: David Nowak
I COmpany:
IAddress: 5729 Main St, Pmb 239, Springfield OR 97478
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IAoolicant's Reo.: Renee Clough, PE, PLS
I COmpany: Branch Engineering.coin
1 Address: 310 5th Street,
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I Property Owner: same as applicant
Icompany:
IAddress:
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IASSESSOR'SMAP NO: 17-02-32-43 I !,~~;,O~___u_6802
I Property Address: vacant Jf'i I 5 4-1-tll- 5t; .
I Size of Property: 15348 sq ft = 0.35 acres
I Proposed Name of Subdivision:
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I Description of If you are filling in this form by hand, please attach your proposal description to this application.
ProDosal: This application is to divide an existing parcel into two parcels
I Existing Use: vacant
1# of Lots/Parcels: 2
Si natures: Please sl nand
Phone
521-9933
Fax:
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Phone
746-0637
Fax:
746-0389
Phone
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OR 97477
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Acres 0
Square Feet 0
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I ~~~:_ Lot/Parcel 7674
rint our name and date in the a
s I Density d /
< _ 6 U acre
riate box on the next
Associated Applications:
Ipre-sub Case No.: p~~?-Dag/DOOS2, Date: 8" slot Reviewed by: ~
Icase NO.:1':Uf)'ZOO'f> /'OODt.tO Date: q Ilflo<t Reviewed by: ~)j I 'if(
IAPPlication Fee: $ 4.'61-1. \l1> I Technical Fee:"$ 'Z431 cr;~ I Postaqe Fe~: $ liPO-
ITOTAL FEES: $ _ Sdl~ \S~
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Signs:
PROJECT NUMBER:
pgjw08- ~~
Revised 1/1/08 Molly Markarian
1 of 10
. 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 mformatlon 1n thIs application IS correct and accurate for scheduling of the
Pre- Submittal Meeting. .
Owner:
Date:
Signature
David Nowak
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, 1 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
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Si~nature
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Date:
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David Nowak
Print
Date Received:
. SEP -~. 2DJJB
Original Submittal
Revised 1/1/08 Molly Markarian
.2 of 10
" Land Division Tentative Submittal Requirements Checklist
NOTE:
. ALL of the following items MUST be submitted for BOTH Pre-Submittal and Submittal.
. If you feel an item on the list below does not apply to your specific application, please
state the reason why and attach the explanation to this form.
~ 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. Any applicable application, technology, and postage fees are collected at the
pre-submittal and submittal stages,
~. / Land Division Tentative Application Form
~ ~ Narrative explaining the purpose of the proposed development, the existing use of the
property,. and any additional information that may have a bearing in determining the
action to be taken.
~ Copy Of the Deed
~ Copy of a Preliminary Title Report issued within the past 30 days documenting
ownership and listing all encumbrances.
~ Copy of the Land Division Plan Reduced to 8'h"x 11", which will be mailed as part of
the required neighboring property notification packet.
o Right-of-Way Approach Permit Application provided where the property has frontage
on an Oregon Department of Transportation (ODOT) facility"
~ Three (3) Copies of theStormwater Management System Study with Completed
Stormwater Scoping Sheet Attached - The plan, supporting calculations, and
documentation must be consistent with the Engineering Design Standards and Procedures
Manual.
o Three (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer in
accordance with SDC 4.2-105 AA. Traffic Impact Studies (TIS) allow the City to analyze
and evaluate the traffic impacts and mitigation of a development on the City's
transportation system. In general~ a TIS must explain how the traffic from a given
development affects the transportation system in terms of safety, traffic operations,
access an"jj mobility, and immediate and adjoining street systems. A TIS must also
address, if needed, City, metro plan and state land use and transportation policies and
objectives.
~ Seven (7) Copies of the Following Plan Sets for Pre-Submittal OR
Eighteen (18) Copies of the Following Plan Sets for Submittal
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All of the following plans must include the scale appropriate to the area involved
and sufficient to show detail of the plan and related data, north arrow, and date of
preparation.
All plan sets must be folded to 8V2" by 11" and bound by rubber bands.
Date Received:
a. Site Assessment of Existing Conditions
~ Prepared by an Oregon licensed Landscape Architect o~ Engineer
~ Vicinity Map
SEP :. 4 2008
Revised 1/1/08 Molly Markarian
Original Submittpl
4 of 10
[gJ The name,location, and dimensions of all existing site features including buildings,
curb cuts, trees, and impervious surface areas, clearly indicating what is remaining and
what is being removed. For existing structures to remain, also indicate present use
and required setbacks from proposed property lines.
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D The 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
D The lOO-year floodplain and floodway boundaries on the site, as specified in the latest
adopted FEMA Flood Insurance Rate Maps or FEM.A:,approved Letter of Map Amendment
or Letter of Map Revision
[gJ 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 S~rvices Department
[gJ Physical features including, but not limited to trees' 5" in diameter or greater when
measured 4 V2 feet above the ground, significant clusters of trees and shrubs, riparian
, areas, wetlands and rock outcroppings
[gJ Soil 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 propci'seddevelopment area has unstable
soils and/or a high water table ':;
b. Land Division Tentative Plan
[gJ Prepared by an Oregon lic!,!nsed Land Surveyor
D City boundaries, the Urban Growth Boundary, and 'any special service district
boundaries or railroad right-of-way which cross or abut the proposed land division
[gJ Location and width of all. existing and proposed easements on and abutting the
proposed land division '.
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[gJ Boundaries of entire area owned by the property owner, of which the proposed land
division is a part, as well as dimensions and size of each parcel and the approximate
dim~nsions of each building site indicating the top ,and toe of cut and fill slopes to scale
D Location and type of existing and proposed street I'ighting, including type, height, and
area of illumination
[gJ Location, widths, conditions, and names of all existing and proposed streets, alleys,
dedications or other right-of-ways within or adjacent to the proposed land division,
Proposed streets should also include approximate radius of curves and grades and
relationship to any projected streets as shown on the Metro Plan, TransPlan,
Conceptual Development Plan, or Conceptual Local Street Map.
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[gJ Location of existing and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units and similar public facilities
[gJ Location and dimensions of existing and proposed driveways
D Location of existing and proposed transit facilities
D Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian
access ways and bike trails Date Received:
D Location, size and type of plantings and street trees in any required planter strip'
. .. SEP-42008
Original Submittal
Revised .1/1/08 Molly Markarian
5 of 10
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[g] Location arid size of e~'istingand proposed utilities on ana adjacent to the site including
sanitary sewer mains, stormwater management systems, water mains, power, gas,
telephone, and cable TV. Indicate the proposed connection points .
o The locations of all areas to be dedicated or reserved for public use, with the purpose,
condition or limitations of the reservations clearly indicated
o Future Development Plan where phasing or large lots/parcels are proposed as specified
in SDC 5.12-120E.
c. Stormwater Management Plan
[g] Prepared by an Oregon licensed Civil Engineer
o Planting plan prepared by an Oregon licensed Land~cape Architect where plants are
proposed as part of the stormwater management system
[g] Roof drainage patterns and discharge locations.
[g) Pervious and impervious area drainage patterns
[g] The size and location of stormwater management systems components, including but
not limited to:. drain lines, catch basins, dry wells arid/or detention ponds; stormwater
quality measures; and natural drainageways to be retained.
[g] Existing and proposed spot elevations and contour~ lines drawn at 1 foQcl~~~:
land. with a slope over 10 percent, the contour lines may be at 5 foot intervals) .
. , . SEP ~
[g] Amount of proposed cut and fill . ~ 2008
o Additional Materials That May be Required Original Submittal
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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Proposed deed restrictions .and a draft of any Homeowner's Association Agreement
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Additional plans. and documentation for submittal of a Cluster Subdivision proposal
as specified in SDC 3.2-230
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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 i
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A Geotechnical Rep'ort 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 '
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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 submit~ed prior to development
6 of 10
Revised 1/1/08 Molly Markarian
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Where applicable; ar:lY Discretionary Use or Variance as specified in SDC 5.9-100
and 5.21-100 I
D An Annexatio'n application, as specified in SDC 5.7-100, where a development is
proposed outside of the city limit~ but within the City'surban service area and can
. be served by sanitary sewer
D All public improvements proposed to be installed and to include the approximate
time of installation and method of financing "
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. Date Received:
SEP - 4 2008
Original Submittal
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Revised'l/1/0S Molly Markarian
7 of 10
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SEP - 4 2008
WRITTEN STATEMENT
FOR THE TENTATIVE PARTITION APPLICATION Original Submittal
This application is a proposal to partition the propertYilt Tax Map 17-02-32-43, Tax Lot
6802 into two parcels. The site is currently vacant, but the developer is in the process of starting
construction ofa single family residenge on what wilI become the rear parcel. In conformance
with the Low Density Residential classification of-the site and surrounding properties, Parcel 2
will eventually be developed with a sirtgle-family residence as well., It is not necessary to
dedicate any land to the city., . .
An access easement exists ovet the adjoining property"to the north creating a total of 33-
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feet (= 20-feet of panhandle + 13-feet of easement) that can be.usedfor access to the buildable
areas of the partition. To maintain thelminiml!ffi frontage on South 47th Street, Parcell is a
panhandle lot and Parcel 2 is an easement access only lot. The easement access as shown on the
included mapping is irrevocable and t1je off-site easement is written to allow access to both
parcels after the partition. Please referito the enclosed'fecorded easement documents for
additional information. '
Since the details of future consiructionon Parcell are not known at this time, no
earthwork or tree removal is planned for the pan portion of that lot. Earthwork and tree removal
for Parcel 2 has been addressed as part of the building permitthat has been issued for the
structure that is under construction. A"iminor amount of earthwork will be necessary to install the
driveway and utilities to serve the par"els. South 4 7th Street is not fully improved, but the land
involved in this partition is already su~ject to an Improvement Agreement. A copy of the
Improvement Agreement is included with this submittal. .
The Lane County Soil Survey shows the site as having Courtney gravelly silty clay loam
(34) across the northeast comer ofthd;ite, Pengra silt loam (1OSA) in the southeast comer of the
site-and Pengra-Urban land cpmplex (i06A). The Soil Survey indicates that the Courtney soil
has a perched high water table of 0 to 1 Yz feet from December to May and that the Pengra soils
have a perched high water table of 1 Yzito 2Yz feet from November to May. The existing roadside
ditch is 2 to 2Yz feet deep, but does not have long term standing water during the winter;
therefore it is assumed that the high water table is at least 2Yz'feet. The Survey also indicates
there may be problems with a high shTInk-swell potential. an410w soil strength in all the soils.
A number of the existing houses in the neighborhood were not recently constructed and none of.
these houses show indications of adverse impacts from the soil. For this reason, no Geotechnical
Report was obtained.. Ii
. The developer of this partition"a1so partitioned the adjoining land to the south. The
county deed records currently show that the developer has ownership interest in all tluee parcels
of the adjoining partition., As part of an agreement to the other party to the adjoining partition,
the developer of this partition will soon own only the rear parcel of the adjoining partition.
Because of this the rear parcel of the Jdjoining partition is the only adjoining ownership shown
on the submitted mapping. 'i ,
No wetlands or Water Quality ,Limited Watercourses exist on site per the respective
maps. The Wetland Map shows Local Wetlands between the eastern site boundary and
Weyerhauser Road. The Water QualifY Limited Watercourse Map shows a Tributary to Water
Quality Limited Watercourse on the east side of Weyerhauser Road (approximately 290 feet
from the northeast comer of the site). " I.
This project does not require any additional planning'applications.
/'
~~ Branch Engineering, Inc. .
~ 310 5th Street. Springfield, Oregon 97477. (541) 746-0637' Fax (541) 746-0389 "\
PRINCIPALS:
James A. Branch, P.E., PLS.
Rene Fabricant, S.E., P.E.
Michael Lane Branch, P.E.
Damien Gilbert, P.E.
Renee Clough, P.E.
August 29,2008
,.
Andy Limbird
P t Qi1Y of~1?ringfie1d
av 022'5 FimrsP'
Springfield OR 97477
Date Received:
SEP - 4 2008
Original Submittal
Dear Andy,
This is a complete submittal for the David Nowak partition on South 47lh Street. A completeness
review meeting was held at 11:00 on Friday, August 18,2008. The items deemed incomplete at
the meeting have been addressed as follows:
FIRE AND LIFE SAFETY (via Andy Limbird)
Please confirm that the gravel will support an 80,000 Ib load.
The pavement cross-section has been widened to 20 feet to ensure the need for 80,000
load capacity is met.
TRANSPORTATION (via Andy Limbird)
Please show the location of the nearest street light.
The nearest street light is outside the scope and vicinity of this partition, but a distance
has been added Fom the northwest partition corner to the nearest street light.
Please submit a copy of the existing easement that allows for use of the neighboring
property. .,
All recorded easement documents and a copy of the previously recorded partition are
included in this submittal.
Please show the limits of the driveway paving on the site plan.
The driveway paving was, and still is, clearly shown. Refer to the legend for the
appropriate linetype.
Please add a note to the plans indicating that the new driveway approach will be
constructed per City Standards.
The requested note is now included on the Tentative Partition Map.
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CIVIL
STRUCTURAL
TRAFFIC / lRANSPORTATION
SURVEYING
Please submit a copy ofthe 47'h Street Improvement Agreement referenced in the
application letter.
A copy of the recorded Improvement Agreement is included with this submittal.
PUBLIC WORKS ENGINEERING (Clayton McEachern)
Please create a detail ofthe easements (existing and proposed).
A detail showing just the easements and property lines is included with this submittal.
Raingardens are encouraged as a method of treating roof runoff.
The developer has agreed to take this under advisement.
Please provide a detail for the crossing of the storm trench needed to access Parcell.
A detail is included on the plan set. Please note that this is not intended to be a final
design for the crossing. It is intended to be an example of how a crossing can be made.
Other designs are possible and are open for consideration at the time of building permit
application.
Revise the paving/easement layout to prevent Parcel 2 turning across the neighbor
without an easement.
The driveway layout.has been revised to prevent Parcel 2 traffic from crossing the
neighboring property without an easement.
PLANNING (Andy Limbird)
Standard city practice is for the driveway, storm and utilities to be extended to the pan
area ofthe lots prior to final platting. Due to concerns that these improvements could be
dmnaged during construction on Parcel 2, it is possible that arrangements could be made
to delay one or more of these improvements until occupancy of the residence.
The note on the plans has been revised to request the ability to continue this discussion at
the time offinal platting if the developer is still interested in delaying the driveway, storm
and/or utility improvements. The developer is aware that there is no guarantee that the
city will agree to delay the improvements.
The title report will need to be dated within 30 days for the next submittal.
An updated title report is included with this submittal.
The lot layout needs to be revised to either give each parcel a minimum of 13 feet
frontage or to make one parcel access via an easement.
The lot layout has been changed to make Parcel 2 access via an easement without
panhandle frontage.
A letter from the neighbor to the north is needed to ensure no objections will be raised to
construction within the easement area.
The requested letter. is included in this application.
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Original Sul:lmitta!
Show the foundation that has been constructed on Parcel 2.
The foundation has been field located and is now shown on Parcel 2 along with distances
to existing and proposed property lines.
A Water Quality Limited Watercourse exists to the east. Please revise the Written
Statement to discuss the distance to this watercourse.
The written statement has been revised to acknowledge the Water Quality Limited
Watercourse and the wetlands to the east of the site.
Provide information showing the layout of the driveway and main building on the
property to the north to ensure the driveway improvements will not cause an adverse
impact.
Additional information for the adjoining improvements has been added to the mapping.
Please feel free to contact me at 746-0637 if you or anyone else has any questions.
Sincerely,
~tZ--
Renee Clough, PE, PLS
Branch Engineering
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Cete RiGeived:
SEP ~ 4 2008
Orlglnlill Submittal
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PROPOSED 5.00
PRIVATE SANITARY SEWER 'I
EASEMENT. LOCA TlON TO BE-{
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AUGUST 26, 2008
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[ile:\2008\ 08-142 Nowak\ TENTATIVE PARI 11 IlJl\\ 08-142 nNIlJ.TIVE PARTITION 082108.DWG
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DRAINAGE STUDY:
for:
DAVID NOWAK
Partition at 17-02-32-43, TI.: 6802
by:
BRANCH ENGINEERING
310 5th Street .
Springfield OR 97477'
August 2008
Date Received: ~
SEP ~ 4 2008 .
OriginatSubmillal
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INTRODUCTION
The site is a parcel in a partition that recorded at the county approximately one year ago.
It is currently vacant, but the developcr, David Nowak, is beginning construction on one sing1e-
family residence during the partition process. The existing stormwater system in the area
consists of a roadside ditch in the South 47th Street right-of-way. The roadside ditch travels
north to a piped system that begins at the intersection of South 47th Street and Bluebelle Way.
Approximately one year ago, David Nowak partitioned the property to the south of the
current site. The two partitions are nearly identical and the deye10per would like to utilize the
smne stormwater treatment/disposal method. '
DESIGN OVERVIEW
The driveway runoff is directed to a trench that is backfilled with I y,"open graded
crushed rock. The roof drain pipes connect to a perf pipe in tIle trench. This perf pipe conveys
the roof nmoff and driveway runoff to a pipe that connects the trench to the roadside ditch. A
portion of the driveway runoff will accumulate below the perf,pipe arid infi1tr~te into the soil
after the storm event.
TRENCH DESIGN
Because a portion of the water in the trench will infiltrate, the southern edge of the trench
is 5 feet from the property line. The majority of the water in the trench will be collected by the
perforated pipe and drained to the existing ditch, but approximately 0.6 feet of water below the
pipe will infiltrate. Using an infiltration rate of 0.4 in/hr (base'd on the Soils Survey), the trench
has a drawdown time of approximately 18 hours. .
FLOW RATES AND PIPE SIZING
The Santa Barbara Urban Hydrograph method was used to calculate the flow rates from
the roofs and driveway for the'2- and 25-year storm events. 1;he code maximum of 45% of the
lot was used for the assumed roof area of future buildings. The full width of the driveway is
collected and treated, even though a portion of the driveway is outside the partition boundary.
Copies of these calculations are attached. Also attached are ciUcu1ations showing that, even in
the 25-year storm event, no water will be detained above the perforated pipe.
Date Received:
'---'"
SEP -4 2008
Original Submittal
2- YEAR FLOW RATE ANn
DETENTION CALCULA ];IONS
Date Received:
SEP - 4 2008
Original Submittat
. Known:
Pervious
Area =
acres
Imoervioul>
% Imperv. = 100.00
_ ~:;":4e>: '-'<.;-::::~(;
Area - il""",.Q;07(";'3:,acres
Site
Area = 0.068871. acres
w = 0.3333
Answer:
Maximum Design Flowrate =
o
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co
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3
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a
CI:) G
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8/22/2008
9:43 AM
CN =
CN =
Storage =
1.90 cu. ft.
0.2S =
Storage =. 020 cu. ft.
0.2S =
0.38 cu. ft.
0.04 cu. ft.
.'10 ; ;..min.
Z:\2008108-142 NowaklTENT A TIVE APPLlCA TIONIDrainage study 2nd submittallSanta Barbara Flow Calcs 2 yr asphalt.xls
Total Rain = ;jM;'3:3~;!f;;3 in.
0.05
Time Incr. =
cIs
10
min.
Tc =
I Pervious Area Impervious Area .'
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul.llnCremental Total I Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
I 1 I 0 0 0 0 0 0 0 0 0 0 0
I 2 10 0,0040 0.0132 0.013 0.000 0.000 0.000 0.000 0.000 0.00 0.00
I 3 I 20 0.0040 I 0.0132 0.026 0.000 0000 0.000 0.000 0.000 0.00 0.00
I 4 I 30 0.0040 I 0.0132 0.040 0.000 0000 0.000 I 0.000 0.000 0.00 0.00
1 5 I 40 0.0040 I 0.0132 0.053 0000 0.000 0,001 1 0.001 I 0.001 000 0.00
I 6 I 50 0.0040 I 0.0132 0.066 0.000 0.000 0.003 I 0:002 I 0.002 0.00 0.00
I 7 I 60 0.0040 I 0.0132 0.079 0.000 0.000 0.006 I 0.003 I 0.003 0.00 0.00
I 8 I 70 0.0040 I 0.0132 0.092 0.000 0000 0.010 I 0.004 I 0.004 0.00 0.00
1 9 I 80 0.0040 I 0.0132 0.106 0.000 0.000 0.016 0.005 I 0,005 0.00 0.00
I 10 I 90 0.0040 I 0.0132 0.119 0.000 0.000 0.022 0.006 I 0.006 0.00 0.00
,1- 11 I 100 0.0040 I 0.0132 0.132 0.000 0.000 0.028 0.007 I 0.007 000 0.00
I 12 I 110 0.0050 ! 0.0165. 0.149 0.000 0.000 0.037 0.009 I 0.009 0.00 000
13 I 120 0.0050 I 0.0165 0.165 0000 0.000 0.047 0.010 I 0.010 0.00 0.00
14 I 130 0.0050 I 0.0165 0.182 0.000 0.000 0.057 0.010 I 0.010 0.00 0.00
15 I 140 0.0050 I 0.0165 0.198 0.000 0.000 0:068 0.011 I 0.011 0.00 0.00
16 I 150 0.0050 I 0.0165 . 0.215 0000 0.000 0.080 0.011 I 0.011 0.00 0.00
17 I 160 0.0050 I 0.0165 0.231 0.000 0.000 0.092 0.012 I 0.012 0.00 0.00
18 I 170 0.0060 I 0.0198 0251 0.000 0000 0.106 0.015 I 0.015 0.01 0.01
I 19 180 0.0060 I 0.0198 0.271 0.000 0.000 0.122 0.015 I 0.015 0.01 . 0.01
~. I ..20._.... 190 . I 0.0060 ul 0.0198..1 0.290 0.000 0.000 0.137 0.016 I 0.016 0.01 0.01
- ---- --
I 21 200 I 0.0060 I 0.0198 I 0.310 0.000 0.000 0.153 0.016 I 0.016 0.01 0.01
I 22 210 I 0.0060 I 0.0198 I 0.330 0.000 0.000 0.170 0.016 I 0.016 0.01 0.01
I 23 220 0.0060 I 0.0198 I 0.350 0000 0.000 0.186 0.017 I 0.017 0.01 0.01
I 24 230 0.0070 I 0.0231 I 0373 0.000 0.000 0.206 0.020 I 0.020 0.01 0.01
I 25 240 0.0070 0.0231 I 0.396 0.000 0.000 0.226 0.020 I 0.020 0.01 0.01
I 26 250 0.0070 I 0.0231 I 0.419 0.001 0.001 0.246 0.020 I 0.020 0.01 0.01
0 I 27 260 0.0070 I 0.0231 I 0.442 0.002 0.001 0.266 0.020 I 0.020 0.01 0.01
...
cO' I ~ 270 0.0070 I 0.0231 I 0.465 0.004 0.002 0.287 0.021 I 0.021 0.01 0.01
:i"
!!!. I 280 0.0070 I 0,0231 I 0.488 0.006 0.002 0.307 0.021 I 0.021 0.01 0.01
en fi/i .w. 290 0.0082 I 0.0271 I 0.515 0.009 0.003 0.332 0.025 I 0.025 0.01 0.01
c:
a- ''1' ~ 300 0.0082 I 0.0271 I 0.543 0.013 0.004 0.357 0.025 I 0.025 0.01 0,01
3 ~ 310 0.0082 I 0.0271 I 0.570 0,017 0.004 0.382 0.025 I 0.025 0.01 0.01
::;
~ ~ ~ 320 0.0082 I 0.0271 I 0.597 0.022 0.005 0.407 0.025 1 0.025 0.01 0.01
= <"
co (1)
8/22/2008
9:40 AM Z:\2008\08-142 Nowak\TENTATIVE APPLlCATION\Drainage study 2nd submittal\Santa Barbara Flow Calcs 2 yr asphalt.xls
Pervious Area Impervious Area
I Time Rainfall Rainfall in I Accumul. Accumul.l,ncremental Accumul.llncremental Total Instant I Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flovvrate Flovvrate
min. fraction inches I inches inches I inches inches I inches inches cfs cfs
34 1 330 0.0082 0.0271 0.624 I 0.027 1 0.006 0.432 1 0.025 0.025 0.01 0.01
35 I 340 0.0082 I 0.0271 0.651 1 0.033 / 0.006 0.457 I 0.025 0.025 0.01 0.01
36 1 350 0.0095 I 0.0314 0.682 / 0.041 I 0.008 0.486 I 0.029 0.029 0.01 0.01
37 I 360 0.0095 1 0.0314 0.713 1 0.049 1 0:008 0.516 1 0.030 0.030 0.01 0.01
38 1 370 0.0095 1 0.0314 0.745 1 0.058 1 0.009 0.546 1 0.030 0.030 0.01 0.01
39 1 380 0.0095 I 0.0314 0.776 I 0.068 1 0.010 0.576 1 0.030 0,030 0.01 0.01
I 40 I 390 0.0095 1 0.0314 0.808 1 0.078 1 0.010 0.606 0.030 0.030 0.01 0.01
1 41 1 400 0.0095 I 0.0314 0.839 I 0.089 I 0.011 0.636 0.030 0.030 0.01 0.01
~ 42 1 410 0.0134 I 0.0442 0.883 1 0.105 I 0.016 0.678 0.042 0:042 0.02 0.01
43 I 420 0.0134 I 0.0442 0.927 I 0.122 / 0.017 0.721 0.043 I 0.043 0.02 0.02
44 I 430 0.0134 1 0.0442 0.972 I 0.140 I 0.018 0.763 0.043 0.043 0.02 0.02
45 I 440 0.0180 0.0594 1.031 I 0.165 1 0.026 I 0.821 0.058 I 0.058 0.02 0.02
46 1 450 0.0180 0.0594 1.090 1 0.192 1 0.027 1 0.879 0.058 I 0.058 0.02 0.02
47 I 460 0.0340 0.1122 1.203 1 0.248 I 0.055 1 0.988 0.109 1 0.109 0.05 0.03
48 1 470 0.0540 0.1782 1.381 I 0.344 I 0.097 I 1.163 0.175 1 0.175 007 0.05
49 I 480 0.0270 0.0891 1.470 1 0.396 1 0.052 I 1.250 0.088 i 0.088 0.04 0.05
50 I 490 0.0180 0.0594 1.529 1 0.432 I 0.036 1 1.309 0.059 1 0.059 0.02 0.04
51 1 500 0.0134 0.0442 1.573 1 0.459 1 0.027 1 1.353. 0.044 1 0.044 0.02 0.03
52 1 510 0.0134 0.0442 1 1.618 1 0.487 i 0.028 I 1396 0.044 1 0.044 0.02 0.02
~ .53. I ~ ..520 I~ .00134. _0 0442. 1..1662, /. 0:515.1 ' .~0.028 I; .1.440 0.044 .1 0.044 0.02 .0.02
54 1 530 1 0.0088 0.0290 i 1.691 0.534 I 0.019 I 1.468 0.029 I 0.029 0.01 0.02
55 1 540 I 0.0088 0.0290 1.720 0.553 I 0.019 1 1.497 0.029 I 0.029 0.01 0.01
56 I 550 I 0.0088 0,0290 1,749 0.572 1 0.019 I 1.526 0,029 I 0.029 0.01 0.01
57 1 560 1 0.0088 0.0290 1.778 0.591 1 0.019 'I 1.555 0.029 1 0.029 0.01 0.01
0 58 I 570 I 0.0088 0.0290 1.807 0.611 I 0.019 I 1.583 0.029 I 0.029 0.01 0.01
::1, I 59 I 580 1 0,0088 0.0290 1.836 0.630 I 0.020 I 1.612 0.029 I 0.029 0.01 0.01
co I 6lL I 590 I 0.0088 0.0290 1.865 0.650 I 0.020 I 1.641 0.029 I 0.029 0.01 0.01
5.
!!!. I 6~ I 600 I 0.0088 0.0290 1.894 0.670 I 0.020 I 1.670 0.029 I 0.029 0.01 0.01
en I~ 6qir ./ 610 I 0.0088 0.0290 1.923 0.690 I 0.020 1 1.698 0.029 I 0.029 0.01 0.01
<::
u 63n I 620 I 0.0088 0.0290 1.952 0.710 I 0.020 1 '1,727 0.029 1 0.029 0.01 0.01
3
;::;: I=- 64C!l I 630 1 0.0088 0.0290 1.981 0.731 I . 0.020 1.756 0.029 I 0.029 0.01 0.01
-
!!!. I"" 6Ern 1 640 1 0.0088 0.0290 2.010 0.751 1 0.021 1.785 0,029 I 0.029 0.01 0.01
~ 665:: . 1 650 1 0.0072 0.0238 2.034 0.768 I 0.017 1.808 0.024 1 0.024 0.01 0.01
w
0..
..
8/22/2008
g:40 AM Z:\2008\08-142 Novvak\TENTATIVE APPLlCATION\Drainage study 2nd submittal\Santa Barbara Flovv Cales 2 yr asphalt.xls
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total I Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff .Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
67 660 0.0072 0.0238 2.058 0785 0.017 1.832 0.024 0.024 0.01 0.01
68 670 0.0072 0.0238 2.082 0.802 0.017 1.855 0.024 0.024 0.01 0.01
69 680 0.0072 0.0238 2..105 0.819 0.017 1.879 0.024 0.024 0.01 0.01
70 690 0.0072 0.0238 2.129 0.837 0,017 1.902 0.024 0.024 0.01 0.01
71 700 0.0072 0.0238 2.153 0.854 0.017 1.926 0.024 0.024 0.01 0.01
72 710 0.0072 0.0238 2.177 0.871 0.017 .1.950 0.024 0.024 0.01 0.01
73 720 0.0072 0.0238 2.200 0889 0.018 1.973 0.024 0,024 0.01 0.01
74 730 0,0072 0.0238 2.224 0.906 0.018. 1.997 0.024 0.024 0.01 0.01
75 740 0.0072 0.0238 2.248 0.924 0.018 2.020 0.024 0.024 0.01 0.01
76 750 0.0072 I 0.0238 I 2.272 0.942 0.018 I 2.044 0,024 0.024 0.01 0.01
77 760 0.0072, I 0.0238 L . 2.295 0.960 0.018 L 2068 0.024 0.024 0.01 0.01
78 770 0.0057 I 0.0188 I 2.314 0.974 0.014 I 2086 0.019 0.019 0.01 0,01
79 780 0.0057 I 0.0188 I 2.333 0.988 0.014 2.105 0.019 0.019 0.01 0.01
80 790 0.0057 0.0188 2.352 1.002 0.014 2.124 0.019 0.019 0.01 0.01
81 800 0.0057 0.0188 2.371 1017 0.014 2.142 0.019 0.019 0.01 0.01
82 810 0.0057 0.0188 2.390 1.031 0.014 2.161 0.019 0.019 0.01 0.01
83 820 0.0057 0.0188 .2A08 1.045 0.014 2.180 0.019 0.019 0.01 0.01
84 830 0.0057 0.0188 2A27 1.060 0.014 2.198 0.019 0.019 0.01 0.01
85 840 0.0057 0.0188 2A46 1.074 0.014 2.217 0.019 0.019 0.01 0.01 I
86 .850 0,0057. 0,0188"" 2A65 ,.1089 . '. .0,014.. c,,2.236 0.0,19,,, 0.019 0.01 , 0.01 l. .'
87 860 0,0057 0.0188 2A84 1.103 0.015 2.254 0.019 0.019 0.01 0.01
I 88 I 870 0.0057 0.0188 2.502 1.118 0.015 2.273 .0,019 0.019 0.01 0.01 1
I 89 I 880 0.0057 0.0188 2.521 1.132 0.015 I 2.292 0.019 0.019 0.01 0.01
0' 90 I 890 0.0050 0.0165 2.538 1,145 0.013 I 2.308 0.016 0.016 0.01 0.01
::::!.I 91 I 900 0,0050 0.0165 2.554 1.158 0,013 I 2.325 0.016 0.016 0,01 0.01
~.I 92 ~ 910 0.0050 0.0165 2.571 1,171 0.013 I 2.341 0.016 0.016 0.01 0.01
!!!.I 93 920 0.0050 0.0165 2.587 1.184 0.013 I 2.357 0.016 0.016 0,01 0.01
g>1 i"tf.4 930 0.0050 0.0165 2.604 1.197 0.013 I 2.374 0.016 0.016 0.01 0.01
[~ "9'5 -:m 940 0.0050 0.0165 2.620 1.210 0.013 I 2.390 0.016 0.016 0.01 0.01
;~6 ~. 950 0.0050 0.0165 2.637 1.223 0.013 I 2A07 0.016 0.016 0.01 0.01
-
!l!~ ,,2,7 960 0.0050 0.0165 2,653 1.236 0.013 I 2A23 0.016 0.016 0.01 0.01
S18 970 0.0050 0.0165 2.670 1.249 0.013 I 2A40 0.016 0.016 0.01 0.01
I '99 980 0.0050 0.0165 2,686 1.262 0.013 I 2A56 0.016 0.016 0.01 0.01
8/22/2008
9:40AM Z:\2008\08-142 Nowak\TENTATIVE APPLlCATION\Drainage study 2nd submittal\Santa Barbara Flow Calcs 2 yr asphalt.xls
I Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. r Incremental --total Instant Design
Increment Time Distribution Increment Rainfall Runoff . Runoff . Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches I inches . inches inches cfs cfs
100 990 0.0050 0.0165 2.703 1.275 0.013 I 2.472 0.016 I 0.016 0.01 0.01
101 1000 0.0050 I 0.0165 2.719 1.289 0.013 I 2.489 0.016 I 0.016 0.01 0.01
102 1010 0.0040 I 0.0132 I 2.732 1.299 0.011 I 2.502 0.013 I 0.013 0.01 I 0.01
103 1020 0.0040 I 0.0132 I 2.746 1.3.10 0.011 I 2.515 0.013 I 0.013 0.01 I 0.01
104 1030 0.0040 I 0.0132 I 2.759 1.320 0.011 I 2528 0.013 I 0.013 0.01 I 0.01
105 1040 0.0040 I 0.0132 I 2.772 1.331 0.011 I 2.541 0.013 I 0013 0.01 I 0.01
I 106 1050 0.0040 I 0.0132 I 2.785. 1341 0.011 I 2.554 Oc013 I 0.013 0.01 I 0.01
I 107 1060 0.0040 I 0.0132 I 2.798 1.352 0.011 I 2.568 0.013 I 0.013 0.01 I 0.01
I 108 1070 0.0040 I 0.0132 I 2.812 1.363 0.011 I 2.581 0013 I 0.013 0.01 I. 0.01
I 109 1080 0.0040 I 0.0132 I 2.825 1373 0.011 I 2.594 0.013 I 0.013 0.01 I 0.01
J . 110 1090. 0.0040 I 0.0132 J 2.838 1.384 0.OJ1 I 2607. 0013 I 0.013 0.01 I. 0.01
111 1100 0.0040 I 0.0132 I 2.851 1.395 0.011 I 2.620 0.013 I 0.013 0.01 I 0.01
112 1110 0.0040 I 0.0132 I 2.864 1.405 0.011 I 2.633 0.013 I 0.013 0.01 I 0.01
113 1120 0.0040 I 0.0132 I 2.878 1.416 0.011 I 2.646 0.013 I 0.013 0.01 I 0.01
I 114 1130 0.0040 I 0.0132 I 2.891 1.427 0.011 I 2.660 0.013 I 0.013 0.01 I 0.01
115 1140 0.0040 I 0.0132 I 2.904 1.438 0.011 I 2.673 0.013 I 0.013 0.01 I 0.01
I 116 1150 0.0040 I 0.0132 i 2.917 1.448 0.011 I 2.686 0.013 I 0.013 0.01 I 0.01
I 117 1160 0.0040 I 0.0132 I 2.930 1.459 0.011 I 2.699 0.013 I 0.013 0.01 I 0.01
I 118 I 1170 0.0040 I 0.0132 I 2.944 1.470 0.011 I 2.712 I 0.013 I 0.013 0.01 I 0.01
I .119.cl 1180 _', _eO.0040.J 0.0132 I. 2.957 . .1.481 _ I _ 0.011 .~I- 2725. J 0.0.13 ._ I 0.013. _ O.OJ I. uO.Ot
I 120 I 1190 0.0040 I 0.0132 I 2.970 1.492 0.011 2.738 I 0.013 I 0.013 0.01 I 0.01
121 I 1200 0.0040 I 0:0132 I 2.983 1.502 0.011 2.752 I 0.013 I 0.013 0.01 I 0.01
122 I 1210 0.0040 I 0.0132 I 2.996 1.513 0.011 2.765 I 0.013 I 0.013 0.01 I 0.01
123 I. 1220 0.0040 I 0.0132 I . 3.010 1.524 0.011 2.778 I 0.013 i 0.013 0.01 I 0.01
01 124 I 1230 0.0040 I 0.0132 I 3.023 1.535 0.011 2.791 I 0.013 I 0.013 0.01 I 0.01
::'.1 125 I 1240 0.0040 I 0.0132 I 3.036 1.546 0011 2.804 I 0.013 I 0.013 0.01 I 0.01
(C ~ I I 0.011 2.817 I 0.013 I 0.013 0.01 I 0.01
5'1 126 1250 0.0040 0.0132 3.049 1.557
!!!.I .1,27 1260 0.0040 I 0.0132 I 3.062 1.568 0.011 2.830 I 0.013 I 0.013 0.01 I 0.01
en ffl8 1270 0.0040 I 0.0132 I 3.076 1.579 0.011 2.844 I 0.013 I 0.013 0.01 I 0.01
c:
0' l29 ~ 1280 0.0040 I 0.0132 I 3.089 1.590 0.011 2.857 I 0.013 I 0.013 0.01 I 0.01
3
::;: ~?O tllI 1290 0.0040 I 0.0132 I 3,102 1.601 0.011 2.870 I 0.013 I 0.013 0.01 I 0.01
-
!!!.- rJ:31 m 1300 0.0040 I 0.0132 I 3.115 1.612 0.011 2.883 I 0.013 I 0.013 0.01 I 0.01
St32 ~. 1310 0.0040 I 0.0132 I 3128 1.623 0.011 2.896 I 0.013 I 0013 0.01 I 0.01
Cl.
8/22/2008
9:40 AM Z:\2008108-142 NowaklTENTATIVE APPLlCATIONIDrainage study 2nd submittallSanta Barbara Flow Cales 2 yr asphalt.xls
I Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental . Total /,nstant Design I
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs efs
133 1320 0.0040 0.0132 3.142 1634 0.011 2.909 0.013 0.013 0.01 0.01
134 1330 0.0040 0.0132 3.155 1.645 0.011 2.922 0.013 0.013 0.01 0.01
135 1340 0.0040 0.0132 3.168 1656 0.011 2936 0.013 0.013 0.01 0.01 .
136 1350 0.0040 0.0132 3.181 1.667 0.011 2.949 0.013 0:013 0.01 0.01
137 1360 0.0040 0.0132 3.194 1.678 0.011 2.962 0.013 0.013 0.01 0.01
138 1370 0.0040 I 0.0132 3.208 1.689 0.011 2.975 0.013 0.013 0.01 0.01
i 139 1380 0.0040 . I 0.0132 3.221 1.700 0.011 2.988 0013 0.013 0.01 0.01
I 140 1390 0.0040 I 0.0132 3.234 1711 0.011 3.001 0.013 0.013 0.01 0.01
I 141 1400 0.0040 I 0.0132 3.247 1.722 0.011 3.015 0.013 0.013 0.01 0.01
r 142 1410 0.0040 I 0.0132 3.260 1.733 0.011 3.028 0.013 0.013 0.01 0.01
143 1420 0.0040 I 0.0132 3.274 1.744 0.011 3.041 0.013 0.013 0.01 0.01
I 144 1430 0.0040 I 0.0132 3.287 1.755 0.011 3.054 0.013 0.013 0.01 0.01
I 145 1440 0.0040 I 0.0132 3.300 1.766 0.011 3.067 0.013 0.013 0.01 0.01
o
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.. ~).. ~ I .
. . /-,.". .-
IF ,:
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:~-;~ ......~:~ '
,/~ +..-
0,06
0.05
:i 0.04
u
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~ 0.03
i:i:
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~ 0.02
0 ., ~';'"."("".' 0.01
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8/22/2008
9:40 AM
( "-I
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200
f
400
Design Hydrograph
:\
;\
,.
,
600
800
Time (min)
,
,,-.
1000
1200
1600
1400
Z:\2008\08-142 Nowak\TENTATIVE APPLlCATION\Drainage study 2nd submittal\Santa Barbara Flow Cales 2 yr asphalt.xls
Known:
Perviou~
Area = 53Y;;0\)';c~"ij) acres
ImoerviOlis
% Imperv. = 100.00
Area = acres
Site
Area = 0.06 acres
w = 0.3333
Answer:
Maximum Design Flowrate =
8/22/2008
9:41AM
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CN =
CN =
Total Rain =
0.05
Storage =
Storage =
1.90 cu. ft.
O.2S =
0.38 cu. ft.
0.04. cu. ft.
Q.'..';.' min.
Z:\2008108-142 NowaklTENTATIVE APPLlCATIONIDrainage study 2nd submittallSanta Barbara Flow Cales 2 yr parcels.xls
Time Incr. =
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O.2S =
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T -
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, Pervious Area Impervious Area
I
I Time' Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. 'Incremental Total Instant Desi9n
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff . Flowrate Flowrate
I min. fraction inches Inches inches inches I inches inches inches cfs cfs
1 0 I 0 0 0 0 0 I 0 0 0 0 0
2 10 I 0.0040 I 0.0132 I 0.013 0.000 0.000 I 0000 0000 0.000 000 0.00
3 20 i 0.0040 I 0.0132 I 0.026 0.000 0.000 I 0.000 0.000 0.000 0.00 000
4 30 I 0.0040 I 0.0132 I 0.040 0.000 0.000 I 0.000 0.000 0.000 0.00 0.00
5 40 I 0.0040 I ' 0.0132 I 0.053 0.000 0.000 I 0.001 0.001 0.001 0.00 0.00
6 50 I 0.0040 I 0.0132 I 0.066 0.000 0.000 I 0.003 0.002 0.002 0.00 0.00
7 60 I 0.0040 I 0.0132 I 0.079 0.000 0.000 I 0.006 0.003 0.003 000 0.00
8 70 I 0.0040 I 0.0132 I 0.092 0.000 0.000 I 0.010 0.004 0.004 0.00 0.00
9 80 I 0.0040 I 0.0132 I 0.106 0.000 0.000 I 0.016 0.005 0.005 0.00 0.00
10 90 I 0.0040 I 0.0132 I 0.119 0.000 0.000 I 0.022 0.006 0.006 0.00 0.00
11 100 I 0.0040 I. 0.0132 I 0.132 0000 0.000 I 0.028 0.007 0.007 0.00 0.00
12 110 I 0.0050 I 0.0165 I 0.149 0.000 0.000 I 0.037 0.009 0.009 0.00 0.00
13 120 I 0.0050 I 0.0165 I 0.165 0.000 0000 I 0.047 0.010 0.010 000 0.00
14 130 I 0.0050 I 0.0165 I 0.182 0.000 0.000 I 0.057 0.010. 0.010 0.00 0.00
15 140 / 0.0050 I 0.0165 / 0.198 0.000 0.000 I 0.068 0.011 0.011 0.00 0.00
16 150 I 0.0050 I 0.0165 I 0.215 0.000 0.000 I 0.080 0.011 0.011 0.00 000
17 160 I 0.0050 I 0.0165 I 0.231 0.000 0.000 I 0.092 0.012 I 0.012 0.00 0.00 I
18 170 i 0.0060 I 0.0198 I 0.251 0000 0000 I 0.106 0.015 I 0.015 0.01 0.00 1
19 180 I 0.0060 I 0.0198 I 0.271 0.000 I 0.000 0.122 - 0.015 I 0.015 I 0.01 0.01
20 u 190 I 0.0060 _ I... 0.0198. I. 0.290 I .,0.000.1" . 0.000 I 0.137..1 0.016.. I 0.0.16 I .001 0.01 . /...
21 200 I 0.0060 I 0.0198 I 0.310 I 0000 0.000 I 0.153 I 0.016 I 0.016 I 0.01 0.01 I
22 210 I 0.0060 I 0.0198 I 0.330 I 0.000 0000. I 0.170 0.016 I 0.016 0.01 0.01 I
I 23 220 I 0.0060 I 0.0198 I 0.350 I 0.000 0.000 I 0.186 0.017 0.017 0.01 0.01 I
I 24 230 I 0.0070 I 0.0231 I 0.373 I 0.000 0.000 0.206 0.020 0.020 0.01 0.01 I
I 25 240 I 0.0070 I 0.0231 I 0.396 0.000 0.000 0.226 0.020 0.020 0.01 0.01 I
0 I 26 250 I 0.0070 I 0.0231 I 0.419 0.001 0.001 0.246 0.020 . 0.020 0.01 I 0.01 I
.... I 27 260 ! 0.0070 0.0231 I 0.442 0.002 0.001 0.266 0.020 0.020 0.Q1 I 0.01 I
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5' I 2a. 270 I 0.0070 I 0.0231 I 0.465 0.004 0.002 0.287 0.021 0.021 0.01 I 0.01
!!!. ..6 ~ 280 I 0.0070 I 0.0231 i 0.488 0.006 0.002 0.307 0.021 0.021 0.01 I 0.01
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c: 1 ~~ 290 I 0.0082 I 0.0271 I 0.515 0.009 0.003 0.332 0.025 0.025 0.01 I. 0.01
CT 3tJ 300 I 0.0082 I 0.0271 I 0.543 0.013 0.004 0357 0.025 0.025 0.01 I 0.01
3
~ .4- sg 310 I 0.0082 I 0.0271 I 0.570 0.017 0.004 0.382 0.025 0.025 0.01 I 0.01
~ ~~. 320 I 0.0082 I 0.0271 I 0.597 0.022 0.005 0.407 0.025 0.025 0.01 I 0.01
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8/22/ft08
9:41AM Z:\2008\08-142 Nowak\TENTATIVE APPLlCATION\Drainage study 2nd submittai\Santa Barbara Flow Cales 2 yr parcels. xis
Pervious Area Impervious Area
I Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches iriches inches cfs cfs
34 330 0.0082 0.0271 0.624 0027 0.006 0432 0.025 0.025 0.01 0.01
35 340 0,0082 0.0271 0.651 0.033 I 0.006 I 0.457 I 0.025 0.025 I 0.01 I 0,01
36 350 0.0095 0.0314 0.682 0041 I 0.008 I 0.486 I 0.029 0.029 I 0.01 I 0.01
37 360 0.0095 0.0314 0.713 0049 I 0.008 I 0.516 I 0.030 0.030 I 0.01 1 0,01
38 370 I 0.0095 0.0314 0,745 0,058 I 0.009 I 0.546 I 0,030. 0.030 I 0.01 I 0.01
39 380 I 0,0095 0.0314 0.776 0.068 I 0.010 I 0.576 I 0.030 0.030 I 0.01 I 0.01
40 390 I 0.0095 0.0314 0.808 0.G78 I 0,010 I 0.606 I 0.030 0.030 I 0.01 I 0.01 \~
,
41 400 I 0.0095 0.0314 0.839 0.089 I 0.011 I 0.636 I 0.030 0.030 I 0.01 I 0.01
42 410 I 0.0134 0.0442 0.883 0.105 I 0.016 1 0678 I' 0.042 0,042 I 0.Q2 I 0,01
43 420 I 0~0134 0.0442 0.927 0.122 I 0,017 I 0.721 0.043 0.043 I 0.02 I 0.01
_ 44 430 1_ 0013" 0,0442 0.972 .0..140 I 0.018 I 0.763 0.043 0.G<l3 I 0.02 I 0.02
45 440 I 0.0180 0.0594 1,031 0.165 I 0.026 I 0.821 0.058 0058 I 0.02 I 0.02
46 450 I 0.0180 0.0594 1.090 0.192 I 0.027 I 0.879 0.058 . 0.058 I 0.02 I 0.02
47 460 I 0.0340 0.1122 1.203 0.248 I 0.055 I 0.988 .0.109 0.109 I 0.04 I .0.03
I 48 470 I 0.0540 0.1782 1.381 0.344 I 0.097 I 1.163 0.175 0.175 I 0.06 1 0.04
I 49 480 I 0.0270 0.0891 1.470 0.396 I 0.052 I 1.250 0.088 0.088 I 0.03 I 0.05
I 50 490 I 0.0180 0.0594 1.529 0.432 I 0.036 I n09 0.059 0.059 I 0.02 I 0.03
1 51 500 I 0.0134 0.0442 1.573 0.459 0.027 I 1.353 0.044 I 0.044 I 0.02 i 0.02
I 52 510 I 0.0134 0.0442 1.618 0.487 I . 0.028 I 1.396 0.044 I 0.044 I 0.02 I 0.02
,I - 53 520 I 0.0134 0.0442 ,,1,,1.662. 0.515 1- HO.028 I., J .440 ,I _,0.044 I 0.044 I ,0,02 I 0.02
54 530 I 0,0088 0.0290 I 1.691 0.534 I 0.019 I 1.468 I 0.029 I 0,029 1 0.01 I 0,01
55 540 I 0.0088 0.0290 I 1.720 0.553 I 0.019 I 1.497 I 0.029 I 0.029 I 001 I 0.01
56 550 I 0.0088 0.0290 I 1.749 0.572 I 0.019 I 1.526 I 0.029 I 0.029 I 0.01 I 0.01
57 560 I 0.0088 0.0290 I 1.778 0.591 I 0.019 I 1.555 I 0.029 I 0.029 I 0,01 I 0.01
58 570 I 0.0088 0.0290 I 1.807 0.611 I 0.019 I 1.583 I 0.029 I 0,029 , 0.01 I 0.01
0 59 580 I 0.0088 0.0290 I 1.836 0.630 I 0.020 I 1.612 I 0.029 I 0.029 1 0.01 I 0.01
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u:i" 60 590 I 0.0088 0.0290 I 1865 0.650 I 0.020 I 1.641 I 0.029 I 0.029 I 0.01 I 0.01
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I!!. ~ 600 I 0.0088 0.0290 I 1.894 0.670 I 0.020 I 1.670 I 0.029 I 0.029 I 0.01 I 0.01
CIJ (II i5. 610 I 0.0088 0.0290 I 1.923 0.690 I 0.020 I 1.698 I 0.029 I 0.029 I 0.01 1 0.01
c:: n.1 I I 1952 0.710 I 0.020 I 1.727 I 0.029 I 0.029 I 0.01 I 0.01
c- -,p 620 0,0088 0.0290
3 'i Pi! 630 I 0.0088 0.0290 I 1.981 0.731 I 0.020 i 1.756 I 0.029 I 0.029 I 0,01 I 0.01
:=
'!. ~ ~. 640 I 0.0088 0.0290 I 2.010 0.751 I 0.021 I 1.785 I 0,029 I 0.029 I 0.01 I 0.01
650 I 0.0072 0,0238 I 2.034 0.768 I 0.017 I 1.808 I 0:024 I 0.024 I 0,01 I 0,01
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8/22/2008 ' ~- -.-- -
9:41AM Z:\2008108-142 NowaklTENTATIVE APPLlCATIONIDrainage.study 2nd submittallSanta Barbara Flow Calcs 2 yr parcels,xls
Pervious Area Impervious Area
Time I Rainfall I Rainfall in I Accumul. Accumul. Incremental ACCUmUI./lncremental Total I Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. I fraction I inches I inches inches inches inches I inches inches I cfs cfs
67 I 660 I 0.0072 I 0.0238 I 2.058 0.785 I 0.017 1.832 I 0.024 0.024 I 0.01 I 0.01
68 I 670 I 0,0072 I 0.0238 I 2.082 0.802 I 0.017 1,855 I 0.024 0.024 I 0.01 I 0.01
69 I 680 I 0,0072 I 0.0238 I 2.105 0.819 I 0.017 1.879 0.024 0.024 I 0..01 I 0.01
70 I 690 I 0.0072 I 0.0238 I 2129 0.837 0.017 1.902 0.024 0.024 1 0.01 I 0.01
I 71 I 700 I 0.0072 I 0.0238 I 2.153 0.854 . 0:017 1926 0.024 0.024 . 0,01 I 0,01
I 72 I 710 I 0.0072 I 0.0238 I 2.177 0.871 .0.017 1.950 0.024 0.024 0.01 I 0.01
I 73 I 720 I 0.0072 0.0238 I 2.200 0.889 0.018 1973 0.024 0,024 0.01 1 0.01
I 74 I 730 I 0.0072 0.0238 I 2.224 0.906 0.018 1.997 0.024 0.024 0.01 1 0.01
I 75 I 740 I 0.0072 0.0238 I 2.248 0.924 0.018 2.020 0.024 0.024 0.01 I 0.01
I 76 I 750 I 0.0072 0.0238 I 2272 0.942 0.018 2044 0.024 0.024 0.01 I 0.01
I 77 I ,760 .1 0.0072 0.0238 I 2.295 . 0.960 .0.018 2.068, 0.024, 0.024 0.01 I 0.01 -
I 78 I 770 I 0.0057 0.0188 I 2.314 0.974 0.014 2.086 0.019 0.019 0.01 I 0.01
I 79 I 780 I 0,0057 0.0188 I 2.333 0.988 0.014 2.105 0.019 0.019 0.01 I 001
I 80 . I 790 I 0.0057 0.0188 I 2.352 1002 0.014 2.124 0.019 0.0.19 0.01 I 0.01
I 81 800 I 0.0057 0.0188 2.371 1.017 0.014 2.142 0.019 0.019 0.01 I 0.01
I 82 810 I 0.0057 0.0188 I 2.390 1031 0.014 2.161 0.019 0.019 0.01 I 0.01
I 83 820 I 0.0057 0.0188 I 2.408 1.045 0.014 2.180 0.019 0.019 0.01 I 0.01
I 84 830 I 0.0057 0.0188 I 2.427 1.060 0.014 2.198 0.019 0.019 0.01 I 0.01
I 85 840 I 0.0057 0.0188 I 2.446 1.074 I 0.014 2.217 0.019 0.019 0.01 I 0.01
I 86 850 0.0057. - 0.0188. 2.465 1089 I 0.014 2.236. 0.019 0.019 I ~ 0.01 -I 0.01.
87 860 0.0057 0.0188 2.484 1.103 I 0.015 2254 0.019 0.019 I 0,01 I 0.01
88 870 0.0057 0.0188 2.502 1.118 1 0.015 2273 0.019 0.019 I 0.01 I 001
89 880 0.0057 0.0188 2.521 1.132 I 0.015 2.292 0.019 0.019 I 0.01 001
I 90 890 0.0050 0.0165 2,538 1.145 I 0.013 2.308 0.016 0.016 I 0,01 I 0.01
I 91 900 0.0050 0.0165 2.554 1.158 I 0.013 .2.325 0.016 0.016 I 0.01 I 0,01
~ 92 910 0.0050 0.0165 2.571 1.171 I 0.013 2.341 0.016 0.016 I 0.01 i 0.01
~: 93 920 0.0050 0.0165 2,587 1.184 I 0.013 2.357 0.016 0.016 I 0.01 I 0.01
94 10 930 0.0050 0:0165 2.604 1.197 I 0.013 2.374 0.016 0.016 I 0.01 I 0.01
(Ii> 00 :a 940 0.0050 0.0165 2.620 1.210 ! 0.013 2.390 0.016 0.016 I 0.01 I 0,01
l3- 9S: ,., 950 0.0050 0.0165 2.637 1,223 i 0.013 2.407 0.016 0.016 I 0.01 I 0.01
3 9.7 ~ 960 0.0050 0.0165 2.653 1.236 I 0.013 2.423 0,016 0.016 I 0.01 I 0.01
~ 98 ,j:; 970 0.0050 0.0165 2.670 1.249 I 0.013 2.440 0.016 0.016 I 0.01 , 0.01
~ .iI 980 0.0050 0.0165 2.686 1.262 I 0.013 2.456 0.016 0.016 I 0.01 I 0.01
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8/22/2008
9:41AM 2:12008108-142 NowaklTENTATIVE APPLlCATIONIDrainage study 2nd submittallSanta Barbara Flow Cales 2 yr parcels.xls
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
.
100 990 0.0050 0:0165 2.703 1.275 0.013 2.472 0.016 0.016 0.01 0.01
101 1000 0.0050 I 0.0165 2.719 1.289 0.013 2.489 0.016 0,016 0.01 0.01
102 1010 0.0040 1 0.0132 2.732 1.299 0.011 2.502 0.013 0.013 0.00 0.01
103 1020 0.0040 1 0.0132 2.746 1.310 0.011 2.515 0.013 I 0.013 0.00 0.01.
104 1030 0.0040 1 0.0132 2.759 1.320 0.011 2.528 0.013 I 0.013 0.00 0.00
105 1040 0.0040 I 0.0132 2.772 1.331 0.011 2.541 0.013 I 0.013 0.00 . 000
106 1050 0.0040 I 0.0132 2.785 1.341 0.011 2.554 0.013 1 0.013 0.00 0.00
107 1060 0.0040 I 0.0132 2.798 1.352 0.011 2.568 0.013 1 0.013 0.00 0.00
108 1070 0.0040 1 0.0132 2.812 1.363 0.011 2.581 0.013 1 0.013 0.00 0.00
109 1080 0.0040 1 0.0132 2.825 1.373 0.011 . 2.594 0.013 1 0.013 0.00 0.00
. .110 1090 0.0040 I 0.0132 2.838 1.384 . 0.011 2.607 0.013 I 0.013 0.00 . 0.00
111 1100 0.0040 I 0.0132 2.851 1.395 0.011 2.620 0.013 I 0.013 000 000
112 1110 0.0040 I 0.0132 2.864 1.405 0.011 2.633 0.013 I 0.013 0.00 0.00
113 1120 0.0040 I 0.0132 2.878 1.416 0.011 2.646 0.013 I 0.013 0.00 0.00
114 1130 0.0040 I 0.0132 2.891 1.427 0.011 2.660 0.013 I 0.013 0.00 0.00
115 1140 0.0040 1 0.0132 2.904 1.438 0.011 2.673 0.013 I 0.013 0.00 0.00
.116 1150 0.0040 1 0.0132 2.917 1.448 0.011 2.686 0.013 I 0.013 0.00 0.00
117 1160 0.0040 1 0.0132 2.930 1.459 0.011 2.699 0.013 I 0.013 0.00 0.00
118 1170 0.0040 1 0.0132 1 2.944 I 1.470 0.011 2.712 I 0013 1 0.013 0.00 0.00
119, ..1. 1180. .~ 0.0040 I. 0,0132 ..2.957. I . 1.481 . 0.011 I . .2.725 I 0.013 . .1 0.013 0.00 I 0.00
120 I 1190 0.0040 I 0.0132 2.970 I 1.492 0.011 I 2.738 I 0.013 1 0013 0.00 1 0.00
121 1 1200 0.0040 1 0.0132 2.983 1 1.502 0.011 1 2.752 I 0.013 I 0.013 0:00 1 0.00
122 I 1210 0.0040 I 0.0132 2.996 I 1.513 0.011 I 2.765 1 0.013 I 0.013 0.00 I 0.00
123 1 1220 0.0040 1 0.0132 3.010. I 1.524 0.011 1 2.778 I 0.013 1 0.013 0.00 1 0.00
124 I 1230 0.0040 1 0.0132 3.023 I 1.535 0.011 I 2.791 I 0.013 1 0.013 0.00 I 0.00
0 125 1 1240 0.0040 I 0.0132 3.036 1 1.546 0.011 I 2.804 I 0.013 1 0.013 0.00 1 000
~ 126 1 1250 0.0040 1 0.0132 3.049 1 1.557 0.011 I 2.817 I 0.013 1 0.013 0.00 1 0.00
.0.
:;- 1270 1 1260 0.0040 1 0.0132 3.062 1 1568 0.011 1 2.830 I 0.013 I 0.013 000 1 0.00
!!!. c.n128~ I 1270 0.0040 1 0.0132 3.076 I 1.579 0.011 1 2.844 1 0.013 I 0.013 0.00 I 0.00
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c: I !.C129~ 1 1280 0.0040 I 0.0132 3.089 I 1.590 0.011 1 2.857 I 0.013 I 0.013 0.00 I 0.00
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3 1 I 130~ 1 1290 0.0040 1 0.0132 3.102 1 1.601 0.011 I 2.870 I 0.013 I 0.013 0.00 I 0.00
-:;: 1 1 I 2.883 I 0.013 I 0.013 0.00 I 0.00
~ I ....1310 1 1300 0.0040 0.0132 3.115 1.612 0.011
!!. I ~132:!'1 1310 0.0040 1 0.0132 3.128 1 1.623 0.011 I 2.896 I 0.013 1 0.013 0.00 I 0.00
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8/22/2008 .
9:41AM Z:12008\08-142 Nowak\TENTATIVE APPLlCATION\Dralnage study 2nd submittal\Santa Barbara Flow Calcs 2 yr parcels.xls
I Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul..llncremental Total I Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff. Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches , inches inches cfs cfs
133 I 1320 0.0040 0,0132 3.142 1.634 0.011 2.909 0,013 0013 0.00 0.00
134 I 1330 0.0040 0,0132 3.155 I 1.645 0.011 2.922 I 0.013 0.013 0.00 0.00
135 I 1340 0.0040 0,0132 3.168 I 1.656 0.011 2.936 I 0.013 0.013 0.00 0.00
136 i 1350 0.0040 0,0132 3.181 I 1.667 0.011 2.949 I 0.013 0.013 0.00 0.00
137 I 1360 0,0040 0.0132 3.194 I 1.678 0.011 2.962 ! 0.013 0.013 0.00 0.00
138 I. 1370 0.0040 0,0132 3.208 I 1.689 0011 2.975 I 0,013 0013 0.00 0.00
139 I 1380 0.0040 0.0132 3.221 I 1.700 0.011 2.988 I 0.013 0.013 0.00 0.00
140 I 1390 0.0040 0,0132 3.234 I 1.711 0011 3.001 I 0.013 0.013 0.00 0.00
141 I 1400 0.0040 0.0132 3.247 I 1. 722 0,011 3.015 I 0.013 0.013 0,00 0.00
~.. 142 I 1410 0.0040 0.0132 3.260 I 1.733 0011 3,028 I 0.013 0.013 0,00 0.00
143 I . 1420 .0,0040 0.0132 3.274 I 1.744 0.011 3.041 I 0.013 0.013 0.00 0.00
I 144 I 1430 0.0040 0.0132 3.287 I 1,755 0.011 3054 I 0.013 0.013 0.00 0.00
L 145 I 1440 0.0040 0.0132 3.300 I 1.766 0,011 3067 I 0.013 0.013 0.00 0.00
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Inflow Infiltration Outflow Detention
Time Flowrate Flowrate Flowrate Infiltration Infiltration I Flowrate I Volume
Increment Time Asphalt Roof Total. Volume Rate Rate Flowrate Volume Volume Depth
min. cfs cfs cfs c.f. in/hr cf/hr cfs c.f. cfs c.f. c.f in
1 0 0.00 000 0.00 0.00 040 13.33 0.00 2.22 0.68 408.00 0.00 0.00
2 10 0.00 0.00 0.00 0.00 040 13.33 0.00 2.22 0.68 408 00 0.00 I 0.00
3 20 0.00 0.00 I 0.00 0.00 I 040 13.33 0.00 222 0.68 408.00 0.00 I 0.00
4 . 30 0.00 0.00 I 0.00 0.00 I 040 I 13.33 0.00 2.22 0.68 408.00 0.00 I 0.00
5 40 0.00 0.00 I 0.00 0.06 I 040 I 13.33 0.00 2.22 0.68 408.00 0.00 I 0.00
6 50 0.00 0.00 I 0.00 0.25 I 040 I 13.33 0.00 222 0.68 408.00 0.00 I 0.00
7 60 0.00 0.00 I . 0.00 0.53 I 040 I 13.33 0.00 2.22 0.68 408.00 0.00 I 0,00
8 70 0.00 0.00 I 0.00 0.81 I 040 I 13.33 0.00 2.22 0.68 408.00 0.00 I 0.00
9 80 0.00 0.00 I 0.00 1.07 I 040 I 13.33 000 2.22 0.68 408.00 0.00 I 0.00
10 90 0.00 0.00 0.00 1.28 I 040 I 13.33 0.00 2.22 0.68 408.00 0.00 I 0.00
11 100 0.00 0.00 I. 0.00 147 I 040 I 13.33 0.00 2.22 0.68 408.00 0.00 I 0.00
12. 110 000 -0.00 000 ~.1.79 I -040 ...1. .13.33. .0.00 ...2.22. - .. 0.68 408.00 0,00 I 0,00
13 120 0.00 0.00 I 0.00 2.17 I 040 I 13.33 0.00 2.22 0.68 408.00 0.00 I 0.00
14 130 0.00 0.00 I 0.00 241 I 040 I 13.33 0.00 2.22 I 0.68 408.00 0.00 I 0.00
15 140 0.00 0.00 I 0.00 2.59 I 040 I 13.33 0.00 2.22 1 0.68 408.00 0.00 I 0.00
16 150 I 0.00 0.00 I 000 2.73 I 040 I 13.33 0.00 2.22 0.68 408.00 0.00 I 0.00
17 160 I 0.00 0.00 I 0.00 .2.86 ! 040 I 13.33 0.00 2.22 I 0.68 408.00 0.00 I 0.00
18 170 I 0.01 0,00 I 0.01 3.17 I 040 I 13.33 0.00 2.22 I 0.68 408.00 0.00 I 0.00
19 .180 I 0.01 0.00 I 0.01 3.55 I 040 I 13.33 0.00 2.22 I 0.68 408.00 0.00 I 0.00
20 190 I 0.01 0.00 I 0.01 3.75 I 040 I 13.33 0.00 2.22 I 0.68 408.00 I 0.00 I 000 I
- .21, ..,200. 1- '0,01 0,00 I. 0.01 3.88 I. 040 .1. 13.33 0.00. 2.22 ..1. ..0.68 40800. .I. 0.00 I 0.00... I
22 210 I 0.01 0.00 I 0.01 3.98 I 040 I 13.33 0.00 2.22 I 0.68 408.00 I 0.00 I 0.00 I
23 220 I 0.01 0.00 I 0.01 4.06 I 040 I 13.33 0.00 2.22 I 0.68 408.00 I 0.00 I 0.00 I
I 24 230 I 0.01 0.00 I 0.01 4.37 040 I 13.33 0.00 2.22 .0.68 408.00 I 0.00 I 0.00 I
I 25 240 I 0.01 0.00 I 0.01 4.75 040 I 13.33 0.00 2.22 0.68 408.00 I 0.00 I 0.00 I
I 26 250 I 0.01 0.00 I 0.01 4.92 040 I 13.33 0,00 2.22 0.68 408.00 I 0.00 I 0.00
I 27 260 I 0.01 0.00 I 0.01 5.02 040 I 13.33 0.00 2.22 0.68 408.00 I 0.00 I 0.00
0 I 28 270 I 0.01 0.00 I 0.01 5.08 040 I 13.33 0.00 2.22 0.68 408.00 I 0.00 1 0.00
:::!. I 29 280 I 0.01 0.00 I 0.01 5.14 040 I 13.33 0.00 2.22 0.68 408.00 I 0.00 0.00
co
5' ~ 3D.. 290 I 0.01 0.00 I 0.01 548 040 I 13.33 0.00 2.22 0.68 408.00 I 000 I 0.00
!!!. ~ 300 I 0.01 0.00 I 0.01 5.93 040 I 13.33 0.00 2.22 0.68 408.00 I 0.00 I 0.00
CD W 310 I 0.01 0.00 .1 0.01 6.11 040 I 13.33 0.00 2.22 0.68 408.00 I 0.00 I 0.00
c:
a r 3j1 320 I 0.01 0.00 I 0.01 6.20 040 I 13.33 0.00 2.22 0.68 408.00 I 0.00 I 0.00
3J
= all 330 I 0.01 0.00 I 0.01 6.25 040 I 13.33 0.00 2.22 0.68 408.00 I 0.00 I 0.00
-
Ill.' ~ .311 340 I 0.01 0.00 I 0.01 6.29 040 I 13.33 0.00 2.22 0.68 408.00 I 0.00 I 0.00
r
lC> ;;:.
C>>8/22~08 Z:\2008108-142 NowaklTENTATIVE APPLlCATIONIDrainage study 2nd submittal\
I 9:41 "AM Santa Barbara Reservoir Depth Sizing 2 year above.xlsx
.~
Inflow Infiltration Outflow Detention
Time Flowrate Flowrate Flowrate Infiltration Infiltration I
Increment Time Asphalt Roof Total Volume Rate Rate Flowrate Volume Flowrate Volume Volume Depth
min. cfs cfs cfs c.f. in/hr cf/hr cfs c.f. cfs c.f. c.f in
36 350 0.01 0.00 0.01 6.66 040 13.33 0.00 2.22 0.68 408.00 0.00 0.00
37 360 0.01 I 0.00 001 7.14 040 13.33 0.00 2.22 0.68 408.00 0.00 0.00
38 370 0.01 I 0.00 0.01 1 7.32 040 13.33 0.00 2.22 0.68 408.00 0.00 0.00
39 380 0.01 1 0.00 0.01 I 740 040 13.33 0.00 2.22 0.68 408.00 0.00 0.00
40 390 0.01 I 0.00 0.01 1 745 040 13.33 0.00 2.22 0.68 408.00 0.00 0.00
41 400 0.01 1 0.00 O.Ol 1 748 040 13.33 0.00 2.22 .0.68 408.00 000 0.00
42 410 0.01 I 0.00 0.01 1 8.53 040 13:33 0,00 2.22. 0.68 408.00 0.00 0.00
43 420. 0.02 1 0.00 0.02 I 9.93 040 13.33 0.00 2.22 0.68 408.00 0.00 0.00
44 430 0.02 1 0.00 0.02 1 1042 040 13.33 0.00 2.22 0.68 408.00 0.00 0.00
45 440 0.02 1 0.00 0.02 I 11.83 040 13.33 0.00 2.22 0.68 408.00 0.00 0.00
46 450 0.02 1 0.00 0.02 1 13.55 1 040 13.33 0.00 2.22 0.68 408.00 0.00 000
47 ~~ 1 460 - 0.03 I ~O:OO' 0.03.' 1 '1845~1. '040' 13.33 e 0:00" 2:22" "0.68 408.00 ' 0.00' 0:00 'I
48 1 470 0.05 I 000 0.05 1 29.83 I 040 13.33 0.00 2.22 0.68 408.00 0.00 0.00 I
1 49 1 480 0.05 I 0.00 0.05 1 31.80 I 040 13.33 0.00 2.22 0.68 408.00 0.00 0.00 i
i 50 1 490 0.04 I. 0.00 0,04 1 .22.78 I 040 I 13.33 000 2.22 .0.68 ,'. 408.00 0.00 0.00 I
I 51 1 500 0.03 I 0.00 0.03 1 16.10 I 040 I 13.33 0.00 2.22 0.68 408.00 0.00 0.00 I
1 52 I 510 0.02 I 0.00 0.02 1 12.64 I 040 I .13.33 0.00 2.22 0.68 408.00 0.00 0.00 I
I 53 I 520 0.02 I 0.00 0.02 I 1148 I 040 I 13.33 0.00 2.22 0.68 408.00 0.00 0.00 I
1 54 I 530 0.02 1 .0.00 0,02 1 9.86 1 040 I 13.33 0.00 2.22 0.68 408.00 0.00 000 I
1 55 1 540 0.01 1 0:00 0.01 1 8.07 I 040 1 13.33 1 0.00 2.22 0.68 I 408.00 0.00 0.00 I
.~ .,.56 1 . 550 , I~, 0.01.= ,~.O.OO_ .0:01~ I 7.47 040 13.33 . .0.00 1 n2.22 0.68 ~.I ' 408.00. 0.00. .0:00 ..1
57 I 560 I 0.01. 0.00 0.01 7.28 040 13.33 0.00 I 2.22 0.68 I 408.00 0.00 0.00 1
1 58 1 570 1 0.01 0.00 0.01 7.21 040 13.33 0.00 I 2.22 0.68 I 408.00 0.00 000 I
1 59 1 580 1 0.01 0.00 0.01 7.19 040 13.33 0.00 2.22 0.68 I 408.00 0.00 0.00
60 I 590 I 0.01 0.00 0.01 7.19 040 13.33 0.00 2.22 0.68 I 408.00 000 0.00
0 61 1 600 I 0.01 0.00 0.01 7.19 040 13.33 0.00 2.22 0.68 1 408.00 0.00 0.00
.., 62 I 610 I 0.01 0.00 0.01 7.19 040 13.33 0.00 2.22 0.68 1 408.00 0.00 0.00
ca: 63 l-. 620 I 0.01 0.00 0.01 7.19 040 13.33 0.00 2.22 0.68 I 408.00 0.00 0.00
::>
~----t Iii 630 1 0.01 0.00 0.01 7.19 040 13.33 0.00 2.22 0.68 I 408.00 0.00 0.00
gJ . m 640 I 0.01 0.00 0.01 7.19 040 13.33 0.00 2.22 0.68 I 408.00 0.00 0.00
0"1 tfci IAJ 650 1 0.01 0.00 0.01 6.76 040 13.33 0.00 2.22 0.68 I 408.00 0.00 000
3
~ ~ ~ 660 I 0.01 0.00 0.01 6.18 040 13.33 0.00 2.22 0.68 I 408.00 0.00 0.00
!!!.I ~ 670 1 0.01 0.00 0.01 5.99 040 13.33 0.00 2.22 0.68 1 408.00 0.00 0.00
1 1<' 680 I 0.01 0.00 0.01 5.92 040 13.33 0.00 2.22 0.68 1 408.00 0.00 0.00
1 70 I~ 690 I 0.01 0.00 0.01 5.90 040 13.33 0.00 2.22 0.68 1 408.00 000 000
8/22/2008 Z:\2008108-142 NowaklTENTATIVE APPLlCATIONIDrainage study 2nd submittal\
9:41 AM Santa Barbara Reservoir Depth Sizing 2 year above.xlsx
Inflow Infiltration Outflow Detention
Time ---- Flowrate Flowrate Flowrate Flowrate I
Infiltration Infiltration
Increment Time Asphalt Roof Total Volume Rate Rate Volume Flowrate Volume Volume Depth
min. cfs cfs cfs c.f. in/hr cf/hr cfs I c.f. cfs c.f. c:f in
71 700 0.01 0.00 0.01 5.90 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
.72 I 710 0.01 0.00 0.01 5.89 DAD 13.33 0.00 I 2.22 0.68 408.00 0.00 0.00
73 I 720 I 0.01 0.00 0.01 1 5.89 I DAD 13.33 0.00 I 2.22 1 0.68 I 408.00 1 0.00 0.00
74 I 730 1 0.01 0.00 0.01 I 5.90 I DAD 13.33 0.00 I 2.22 I 0.68 I 408.00 I 000 0.00
75 .1 740 1 0.01 0.00 0,01 1 5.90 I DAD 13.33 0.00 I 2.22 1 0.68 I 408.00 I 0.00. 0.00
76 1 750 1 0.01 0.00 0.01 1 5.90 1 DAD 13.33 0.00 I 2.22 I 0,68 I 408.00 I 0.00 0.00
77 I 760 1 0.01 0.00 0.01 1 5.90 1 DAD 13.33 0.00 1 2.22 I 0.68 I 408.00 I 0.00 0.00
78 770 1 0.01 0.00 0.01 i 5A9. I. DAD 13.33 0.00 1 2.22 I 0.68 I 408.00 I 0.00 0.00 I
79 780 1 0.01 0.00 . 0.01 i 4.94 1 DAD 13.33 0.00 I . 222 I 0.68 I 408.00 I 0.00 0.00 ,
! ,
80 790 I 0.01 0.00 0.01 i 4.76 I DAD 13.33 0.00 I 2.22 I 0.68 I 408.00 I 0.00 0.00
81 I 800 1 0.01 0.00 0.01 I 4.70 DAD 13.33 0.00 I 2.22 0.68 I 408.00 I 0.00 0.00
82' . I 810 I "0.01 0.00 .. 0:01 I '4.68' . .0'40' . 13.33 0'00 2.22 I 0.68 I ' 408.00 I . 0.00 'O:OO~
I 83 820 I 0.01 0.00 0.01 I 4.68 DAD 13.33 0.00 2.22 I 0.68 I 408.00 I 0.00 0.00
I 84 830 I 0.01 0.00 0.01 I 4.67 DAD 13.33 0.00 2.22 I 0.68 I 408.00 I 0.00 0.00
I 85 840 I. 0.01 0.00 0.01 I 4.67. DAD 13.33 000 .2.22 I 0.68 I 408.00 I 0.00 0.00
I 86 850 0.01 0.00 0.01 I 4.67 DAD 13.33 0.00 2.22 I 0.68 I 408.00 I 0.00 0.00
I 87 860 0.01 000 0.01 I . 4.67 DAD 13.33 0.00 2.22 I 0.68 I 408.00 I 0.00 0.00
I 88 870 0.01 0.00 0.01 I 4.67 DAD 13.33 0.00 2.22 I 0.68 I 408.00 I 0.00 0.00
1 89 880 0.01 0.00 . 0.01 I 4.67 DAD 13.33 0.00 2.22 I 0.68 I 408.00 I 0.00 0.00
1 90 890 0.01 0.00 0.01 I 4A8 DAD 13.33 0.00 2.22 I 0.68 I 408.00 I 0.00 0.00 I
1 '. 91 900 0.01 0.00 . 0.01 I 4,23 -I . DAD J3.33 ~O.OO 2.22 .1, 0.68 ,I 408.00 I 0.00 0.00,1
1 92 910 0.01 0.00 0.01 I 4.14 I DAD 13.33 0.00 2.22 I 0.68 1 408.00 1 0.00 0.00 1
I 93 920 0.01 0.00 0.01 I 4.12 I DAD 13.33 0.00 2.22 0.68 1 408.00 0.00 0.00 I
94 930 0.01 0.00 0.01 I 4.11 1 DAD 13.33 000 2.22 0.68 408.00 0.00 000 I
95 940 0.01 0.00 0.01 i 4.10 1 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00 1
96 950 0.01 0.00 0.01 I 4.10 1 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00 I ~. .f
0 1 97 960 0.01 0.00 0.01 4.10 1 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
::!.
co 1 98 970 0.01 0.00 0.01 I 4.10 1 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
5" I 9'SD 980 0.01 0.00 0.01 I 4.10 1 DAD 13.33 000 2.22 0.68 408.00 0.00 0.00
!!!.
CD ~ 1~ 990 0.01 0.00 0.01 I 4.10 1 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
c: 1'IJ!j 1000 0.01 0.00 0.01 1 4.10 I DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
I:T
3 II il 1010 0.01 0.00 0.01 1 3.83 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
::; "'t 1020 0.01 0.00 0.01 I 3A7 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
'if
~ 1030 0.01 0.00 0.01 1 3.34 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
aB 11:J~ 1040 0.01 0.00 0.01 1 3.30 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
a.
8/22/2008 Z:\2008108,142 NowaklTENTATIVE APPLlCATIONIDrainage study 2nd submittal\
9:41 AM Santa Barbara Reservoir Depth Sizing 2 year above.xlsx
Inflow I Infiltration Outflow Detention
Time ,-- - Flowrate Flowrate Flowrate Infiltration Infiltration I F lowrate I I
Increment Time Asphalt Roof Total Volume Rate Rate Flowrate Volume Volume Volume Depth
I min. cIs cIs cIs c.l. inlhr cf/hr I cfs c.f. cfs cJ. cJ I in
106 I 1050 0.01 0.00 0.01 3.29 DAD I 13.33 I 0.00 2.22 0.68 408.00 0.00 I 0.00
107 I 1060 0.01 0.00 0.01 3.29 DAD I 13.33 1 0.00 2.22 0.68 408.00 1 0.00 I 0.00
108 I 1070 0.01 0:00 . 0.01 3.29 DAD I n33 I 0.00 2.22 0.68 408.00 I 0.00 I 0.00
109 I 1080 0.01 0.00 0.D1 3.28 DAD I 13.33 I 0.00 2.22 0.68 408.00 I 0.00 I 0.00 .
110 1 1090 0.01 0.00 0.01 3.28 DAD 1 13.33 I 0.00 2.22 0.68 408.00 I 0.00 1 0.00
111 I 1100 0.01 0,00 0.01 3.28 DAD 1 13.33 I 0.00 2.22 0.68 408.00 1 0.00 I 0.00
112 I 1110 0.01 0.00 0.01 3.28 DAD 1 13.33 I 0.00 2.22 0.68 408.00 I 0.00 I 0.00
113. 1 1120 0.01 0.00 0.01 3.28 DAD 1 13.33 I 0.00 2.22 0.68 408.00 1 0.00 1 0.00 I
114 I 1130 0.01 0.00 0.01 3.29 DAD 1 13.33 1 0.00 2.22 0.68 408.00 I 0.00 I 0.00
115 I 1140 0.01 0.00 om 3.29 DAD I 13.33 I 0.00 I 2.22 0.68 408.00 I 0.00 I 0.00
116 1 1150 0.01 0.00 0.01 3.29 DAD I 13.33 1 0.00 I 2.22 0.68 408.00 1 0.00 I 0.00 I
. 117 1 1160 0:01 - ... 0.00 O.Ol 3,29 DAD- I l3.33 +'1 . 000 -I' 2.22 .0.68 408,00 I. 0,00. .1. 0.00. I
~ 118 I 1170 0.01 0.00 0.01 3.29 DAD I 13.33 1 0.00 I 2.22 0.68 408.00 1 0.00 I 0.00 I
119 1 1180 0.01 0.00 0.01 3.29 DAD I 13.33 I 0.00 I 2.22 068 408.00 I 0.00 I 0.00 I
120 I 1190 I 0.01 0.00 0.D1 3.29 DAD I 13.33 I 0.00 'I .2.22. 0.68 408.00 0.00 1 0.00 I
121 1200 I 0.01 0.00 0.01 3.29 DAD I 13.33 I 0.00 I 2.22 0:68 408.00 0.00 I 0.00 I
122 1210 I 0.01 0.00 0.01 3.29 DAD I 13.33 0.00 I 2.22 0.68 408.00 0.00 I 0.00
123 1220 1 0.01 0.00 0.01 3.29 DAD I 13.33 0.00 I 2.22 0.68 408.00 0.00 I 0.00 I
~ 124 I 1230 I 0.01 0.00 0.01 3.29 DAD I 13.33 0.00 I 2.22 0.68 408.00 0.00 0.00
125 .1 1240 I 0.01 0.00 0.01 3.29 DAD I 13.33 0.00 I 2.22 0.68 408.00 0.00 0.00 I
I 126 1250 . 0.01 .0.00 I. .0.01. .,3.29 DAD. -I J3.33 ,0.00.. I 2.22 0.68 408.00, 0.00. . _0.00
I 127 I 1260 0.01 0.00 1 0.01 3.29 DAD I 13.33 0.00 2.22 0.68 408.00 0.00 0.00
I 128 I 1270 0.01 0.00 I 0.01 3.29 DAD I 13.33 0.00 2.22 0.68 408.00 0.00 0.00
1 129 1 1280 0.01 0.00 1 0.01 3.29 DAD 1 13,33 0.00 2.22 0.68 408.00 0.00 0.00
1 130 1 1290 0.01 0.00 1 0.01 3.29 DAD 1 13.33 0.00 2.22 0.68 408.00 0.00 0.00 ,
131 I 1300 0.01 0.00 I 0.01 3.29 DAD I 13.33 0.00 2.22 0.68 408.00 0.00 0.00
0 132 I 1310 0.01 0.00 I 0.01 3.29 DAD I 13.33 0.00 2.22 0.68 408.00 0.00 0.00
~
6' 133 1320 0.01 0.00 I 0.01 3.29 DAD 1 13.33 0.00 2.22 0.68 408.00 0.00 0.00
S' 1301 1330 0.01 0.00 I 0.01 3.29 I DAD 1 13.33 000 2.22 0.68 408.00 0.00 0.00
~
en tn13~ I 1340 0.01 0.00 1 0.01 3.29 . I DAD I 13.33 0.00 2.22 0.68 408.00 0.00 .0.00
c: 1:.0 138-0 I 1350 0.01 000 I 0.01 3.29 I DAD I 13.33 0.00 2.22 0.68 408.00 0.00 0.00
l:J'
3 II 137~ I 1360 0.01 0.00 I 001 3.29 I DAD I 13.33 0.00 2.22 0.68 408.00 0.00 0.00
i[ I- 1385 I 1370 0.01 0.00 I 0.01 3.29 I DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
1l:::!:13~.1 1380 0.01 0.00 I 0.01 3.29 I DAD 13.33 0.00 2.22 0.68 408.00 0.00 000
. lco 14C11i I 1390 0.01 0.00 I 0.01 3.29 I DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
C1.
8/22/2008 2:\2008\08-142 Nowak\TENTATIVE APPLlCATION\Drainage study 2nd submittal\
9:41 AM Santa Barbara Reservoir Depth Sizing 2 year above.xlsx
Inflow Infiltration Outflow Detention
Time Flowrate Flowrate Flowrate Infiltration Infiltration
Increment Time Asphalt Roof Total Volume Rate Rate Flowrate Volume Flowrate Volume Volume Depth
min. cis cis cis c.l. in/hr cf/hr cis c.l. cis c.f. c.f in
141 1400 '0.01 0.00 0.01 3.29 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
142 1410 0.01 0.00 0.01 3.29 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
143 1420 0.01 0.00 0.01 3.29 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
144 1430 0.01 0.00 0.01 3.29 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
145 1440 0.01 0.00 0.01 3.29 OAO 13.33 0.00 2.22 0.68 408. DO 0.00 0.00
I
0 ,
.....
to'
::r C
!!!. OJ
CJ) (J) or
<:: m
0' "1:1 :;.0
3 I
i[ ...... Gl
0
"-> CD
<=> <'
<=>
co (!)
a.
8/22/2008
9:41AM
Z:\2008108-142 NowaklTENTATIVE APPLlCATIONIDrainage study 2nd submittal\
Santa Barbara Reservoir Depth Sizing 2 year above.xlsx
.
..
25- YEAR FLOW RATE 'AND
DETENTION CALCULATIONS
II
Date Received:
SEP - 4 2008
Original Submittal
Known:
Pervious
Area =
ImDervious
% Imperv. = 100.00
Area =i~'1i61(J7;)!~:: acres
Site
Area = 0.068871 acres
w = 0.3333
Answer:
Maximum Design Flowrate =
0
::!.
co
"j" O'
~
(J) en Q)
c:: I'T'I CD
C" "'0
3 I ;lO
== ....- t1!>
i! (')
...., m
= ~'
=
CIO
R-
8/22/2008
9:40AM
eN=
1.90 cU, ft.
Storage =
0.2S =
0.38 cu. It.
CN = Storage = 0.20 .cu. ft. 0.2S = 0.04 cu. ft.
Total Rain = in. Time Incr. = 10 min. Tc = min.
4
0.08
cIs
t~3<
-'1'"
2:\2008\08-142 Nowak\TENTATIVE APPLlCATIONIDrainage study 2nd submittal\Santa Barbara Flow Cales 25 yr asphalt.xls
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul.llnCremental Total Irlstant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches I inches I inches cfs cfs
1 I 0 0 I 0 0 0 0 0 I 0 I 0 0 I 0
2 I 10 0.0040 I 0.0192 0.019 0.000 0.000 0.000 I 0000 I 0.000 0.00 I 0.00
3 I 20 0.0040 I 0.0192 0.038 0000 0.000 0.000 I 0.000 I 0.000 0.00 I 0.00
4 I 30 0.0040 I 0.0192 0.058 0.000 0.000 0,001 I 0.001 I 0.001 0.00 I 0.00
5 I 40 0.0040 I 0.0192 0.077 0.000 . 0.000 0.005 I 0.004 I 0.004 0.00 I 0.00
6 I 50 0.0040 I 0.0192 0.096 0.000 0.000 0.012 I 0.006 I 0.006 0.00 I 0.00
7 I 60 0.0040 I 0.0192 0.115 0.000 0.000 0.020 I 0.008 I 0.008 0.00 I 0.00
8 I 70 0.0040 I 0.0192 0.134 0.000 0.000 0.029 I 0.010 I 0.010 0.00 I 0.00 ,',I..
9 I 80 0.0040 I 0.0192 0.154 0.000 0000 0.040 I 0.011 I 0.011 0.00 I 0.00 J f
.i' ,
10 I 90 0.0040 I 0.0192 0.173 0000 0.000 0.052 I 0.012 I 0.012 0.00 I 0.00 I
11 I 100 0.0040 I 0.0192 0.192 0000 0000 0.064 .0.013 1 0.013 0.01 1 0.00 1
12 I 110 0.0050 I 0.0240 0.216 0.000 0.000 0.081 0.017 I 0.017 0.01 I 0.01
13 1 120 0.0050 1 0.0240 0.240 0.000 0.000 / 0.098 0.017 I 0.017 0.01 1 0.01 1
14 1 130 0.0050 I 0.0240 0.264 0000 0.000. I 0.117 0.018 I 0.018 0.01 1 0.01 I
15 I 140 0.0050 I 0.0240 0.288 0.000 0.000 I 0135 0.019 I 0.019 0.01 I 0.01 I
1 16 /' 150 I 0.0050 / 0.0240 0.312 0.000 0.000 1 0.155 0.019 I 0,019 0.01 I 0.01
1 17 1 160 1 0.0050 1 0.0240 0.336 0.000 0.000 . 1 0.175 0.020 I 0.020 0.01 I .0.01
1 18 1 170 1 0.0060 1 0.0288 0.365 0.000 0.000 1 0.199 0.024 1 0.024 0.01 1 0.01
I 19 I 180 I 0.0060 I 0.0288 0.394 0.000 0000 I 0.223 0.025. I 0.025 1 . 0.01 I 0.01
I _20 .1 190. ,I .0.0060 0.0288 . .~0.422 .1~0.001 O.OOL .1 ,0249. 0.025 1 0.025. I, 0.01 1 0.01
I 21 I 200 I 0.0060 0.0288 0.451 I 0.002 0.002 I 0.274 0.025 1 0.025 I 0.01 I 0.01
22 I 210 I 0.0060 0.0288 0.480 0.005 0.002 I 0.300 0.026 I .0026 1 0.01 1 0.01
23 I 220 I 0.0060 0.0288 0.509 0.008 0.003 I 0.326 0.026 I 0.026 I 0.01 I 0.01 '~~"
24 I 230 I 0.0070 0.0336 0.542 0.013 0.005 I 0.357 0.031 I 0.031 I 0.01 1 0.01
I 25 I 240 I 0.0070. 0.0336 0.576 0.018 0.006 I 0.387 0.031 I 0.031 I 0.01 I 0.01
I 26 I 250 I 0.0070 0.0336 0.610 0.025 0.006 1 0.419 0.031 I 0.031 I 0.01 I 0.01
01 27 1 260 1 0.0070 0.0336 0.643 0.032 0.007 I 0.450 0.031 1 0.031 / 0.01 1 0.01
6.1 28 1 270 1 0.0070 0,0336 0.677 0.040 0.008 / 0.481 0.032 1 0.032 I 0.01 1 0.01
=;-J 29 i 280 1 0.0070 0.0336 0.710 0.049 0.009 1 0.513 0.032 1 0.032 1 0.01 1 0.01
~I <.2.0 290 1 0.0082 0.0394 0.750 0.060 0.011 1 0.550 0.037 1 0.037 1 0,02 i 0.01
qJ1 <tl 300 1 0.0082 0.0394 0.789 0.072 0.012 I 0.588 0.037 1 0.037 I 0.02 1 0.02
~I .32 ~ 310 I 0.0082 0.0394 0.828 0:085 0.013 1 .0.626 0.038 1 0.038 1 0.02 1 0.02
II -c@3 320 I 0.0082 0.0394 0.868 0.099 0.014 1 0.663 0.038 I 0.038 1 0.02 1 0.02
~ C1l
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8/2ffio08~ Z:\2008108-142 NowaklTENTATIVE APPLlCATIONIDrainage study 2nd submittallSanta Barbara Flow Calcs 25 yr asphalt.xls
9:40 AM ..
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
34 330 0.0082 0.0394 0.907 0.114 0.015 0.701 0.038 0.038 0.02 0.02
35 340 0.0082 0.0394 0.947 0.129 0.016 0739 0.038 0.038 0.02 0.02
36 350 0.0095 0.0456 0.992 0.148 0.019 0.783 0.044 0,044 0.02 0.02
37 360 0.0095 0.0456 I 1.038 0.168 0.020 0.828 0.044 0.044 0.02. 0.02
38 370 0.0095 0.0456 1 1.083 0.189 0.021 0.872 0.044 0.044 0.02 0.02
39 380 0.0095 0.0456 1 1.129 0.211 0.022 0.916 0.044 0.044 0,02 0.02
40 390 0.0095 0.0456 I 1175 0.233 0.022 0.961 0.045 0.045 0.02 0.02
41 400 .0.0095 0.0456 , 1.220 0.257 0.023 1.005 0.045 0.045 0.02 0.02
42 410 0.0134 0.0643 I 1.284 0291 0.034 1.068 0.063 0.063 0.03 0.02.
43 420 0.0134 0.0643 I 1.349 0.326 0.035 1.131 0.063 0.063 0.03 0.02
44 430 0.0134 0.0643 1 1.413 0.363 0.037 1.195 0.063 0.063 0.03 0.03
45 440 0.0180 0.0864 I 1.500 0.414 0.051 1.280 0.085 0.085 0.04 0.03 1
46 450 0.0180 0.0864 I 1.586 0.467 0.053 1.365 0.085 0.085 0,04 0.03 1
47 .460. 0.0340 0.1632 I .1.749 0.572 0.105 1.526 0.161 0.161 0.07 0.05
48 470 0.0540 0.2592 2.008 0.750 0.178 1.783 0.257 0.257 0.11 0.07 I
49 480 0.0270 0.1296 2.138 0.843 0.093 1.911 0.129 0.129 0.05 0.08 I
50 490 0.0180 0.0864 2.224 0.907 0.064 1.997 0.086 0.086 0.04 0.06 I
51 500 0.0134 0.0643 2.289 0.955 0.048 2.061 0.064 0.064 0.03 0.04 1
52 510 0.0134 0.0643 2.353 1.003 0.049 2.125 0.064 0.064 0.03 0.03 1
53 520 .0.0134. 0.0643 ~ 2.417 1.052~ . 0.0<49 2..189.. 0.064. I 0.064 I 0.03 0.03 1
54 530 0.0088 0.0422 2.460 1.085 0.032 2:231 0.042 0.042 I 0.02 I 0.02 1
55 I 540 0.0088 0.0422 2.502 1.1.17 0.033 2.272 0.042 0.042 I 0.02 1 0.02
56 1 550 0.0088 0.0422. 2.544 1.150 0.033 2.314 0.042 0.042 i 0.02 1 0.02
57 1 560 0.0088 0.0422 2.586 1.183 0.033 2.356 0.042 0.042 I 0.02 1 0.02
0 58 1 570 0.0088 1 0.0422 2.628 1.217 0.033 2.399 0.042 0.042 I 0.02 1 0.02
~
cO. 59 I 580 0.0088 .1 0.0422 2.671 1.250 0.033 2.441 0.042 0.042 1 0.02 I 0.02
:i" 60 q 590 0.0088 1 0.0422 2.713 1.284 0.034 2.483 0.042 0.042 1 0.02 1 0.02
~
C/) U61 ~I 600 0.0088 1 0.0422 2.755 1.317 0.034 2.525 0.042 0.042 1 0.02 I 0.02
c !.o>2 ~ 610 0.0088 I 0.0422 2.797 1.351 0.034 2.567 0.042 0.042 1 0.02 I 0.02
t:r
3 163 ~ 620 0.0088 I 0.0422 2.840 1.385 0.034 2.609 0.042 0.042 1 0.02 I 0,02
i ""64 91 630 0.0088 I 0.0422 2.882 1.420 0.034 2.651 0.042 0.042 1 0.02 I 0.02
~5 '.:1 640 0.0088 . 1 0.0422 2.924 1.454 0.034 2.693 0.042 0.042 1 0.02 1 0.02
~6 (1)1 650 0.0072 I 0.0346 2.959 1.482 0.028 2.727 0.034 0.034 I 0.01 i 0.02
~
8/22/2008
9:40 AM Z:\2008108-142 NowaklTENTATIVE APPLlCATIONIDrainage study 2nd submittallSanta Barbara Flow Calcs 25 yr asphalt.xls
Pervious Area Impervious Area
I Time Rainfall Rainfall in Accumul. Accumul. ' Incremental Accumul. Incremental Total Instant . Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
67 I 660 0.0072 0.0346 2.993 1.511 0.028 2.762 0.034 0.034 0.01 0.02
68 I 670 I 0.0072 0.0346 3.028 . 1.539 0.028 2.796 0.034 0.034 0.01 0.01
69 I 680 I 0.0072 I 0.0346 3.062 1568 I 0.029 2:830. 0.034 0.034 0.01 0.01
70 I 690 I 0.0072 . I 0.0346 3.097 1 1.596 I 0.029 2.865 0.034 0.034 0.01 0.01
71 I 700 I 0.0072 I 0.0346 3.132 I 1.625 I 0.029 2.899 0,034 0.034 0.01 0.01 I
72 I 710 I 0.0072 I 0,0346 3.166 I 1.654 I 0.029 2.934 0.034 0.034 0.01 0.01 I
73 I 720 I 0.0072 I 0:0346 3.201 I 1.683 I 0.029 2.968 0.034 0.034 0.01 0.01 I d
74 I 730 1 0.0072 I 0.0346 3.235 I 1.712 1 0.029 3.003 .0.034 0.034 0.01 0.01 I
75 740 I 0.0072 I 0.0346 3.270 I 1.741 1 0.029 3.037 0.034 0.034 0.01 0.01. I
76 1 750 I 0.0072 I 0.0346 3.304 I 1.770 1 0.029 3.071 0.034 0.034 0,01 0.01 1
77 1 760 I 0.0072 I 0.0346 3.339 I 1.799 1 0.029 3.106 0.034 0.034 0.01 0.01 1
78 I 770 I 0.0057 I 0.0274 3.366 I 1.822 1 0.023 3.133 0,027 0.027 0.01 0.01 1
79 1 780 I 0.0057 I 0,0274 3.394 I 1.846 I 0.023 3.160 0.027 0.027 0.01 0.01 1
80 I 790 I 0.0057 I 0.0274 3.421 I 1.869 I 0.023 3.188 0.027 0.027 0.01 0.01 I
81 I 800 I 0.0057 0,0274 3.448 I 1.892 I 0.023 3.215 0.027 0.027 0.01 0.01
~ 82 I 810 I 0.0057 0.0274 3.476 I 1.916 I 0,023 3.242 0.027 0.027 0,01 0.01 1
83 I 820 I 0.0057 0.0274 3.503 I 1.939 I 0,023 3.270 0.027 0.027 0.01 0.01 I
I 84 I 830 I 0.0057 I 0.0274 3.530 I 1.963 I 0.023 3.297 0,027 0.027 0,01 0.01
I 85 I 840 I 0.0057 I 0.0274 I 3,558 I 1.986 0.023 3.324 0.027 0.027 0.01 0.01
1- 86 1m 850- -I ,0.0057 I 0.0274 _.,1 3,585 I 2.010 0.024 .3.351 ,0.027 0.027 , 0.01 .0.01
I 87 I 860 I 0.0057 I 0.0274 I 3.612 2.033 0.024 3.379 0.027 0.027 0.01 0.01
I 88 I 870 I 0.0057 I 0.0274 I 3.640 I 2.057 0.024 3.406 0.027 0.027 0.01 0,01
I 89 I 880 i 0.0057 I ' 0.0274 I 3.667 1 2.080 0.024 3.433 0.027 0.027 0.01 0.01
I 90 I 890 I 0.0050 I 0,0240 I 3,691 I 2.101 0.021 3.457 0,024 0.024 0.01 0.01
01 91 I 900 I 0.0050 I 0.0240 I 3.715 I 2.122 0.021 3.481 0.024 0.024 0.01 0.01
~ I I I I I 2,143 0.021 3.505 0.024 0.024 0.01 0.01
US' 1 92 910 0.0050 0.0240 3.739
!I 93 Cl 920 I 0.0050 I 0.0240 I 3.763 I 2.164 0.021 3.529 0.024 0.024 0.01 0.01
d,l4 2!1 930 I 0.0050 I 0.0240 I 3.787 1 2.185 0.021 3.553 0.024 0.024 0.01 0,01
c I. ~5 (1/1 940 I 0.0050 I 0.0240 I 3.811 I 2.206 0.021 3.577 0.024 0,024 0.01 0.01
~I ,_96 ~ 950 I 0.0050 I 0.0240 1 3.835 I 2.226 0.021 3.601 0.024 0,024 0.01 0.01
iil ~7 ~I 960 I 0.0050 I 0.0240 I 3.859 I 2.247 0.021 3.625 0.024 0.024 0.01 0.01
-I ~8 ~. 970 I 0.0050 I 0.0240 I 3.883 I 2.268 0.021 3.649 0.024 0.024 0.01 0.01
I OS9 iij 980 I 0.0050 1 0.0240 I 3.907 1 2.290 0.021 3.673 0.024 0.024 0.01 0.01
Co
8/22/2008
9:40 AM Z:\2008\08-142 Nowak\TENTATIVE APPLlCATION\Drainage study 2nd submlttal\Santa Barbara Flow Cales 25 yr asphalt.xls
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
100 990 0.0050 0.0240 3.931 2.311 0.021 3.696 0.024 0.024 0.01 0.01
101 1000 0.0050 0.0240 3.955 2.332 0.021 3720 0.024 0.024 0.01 0.01
102 1010 0.0040 0.0192 3.974 2.349 0.017 3.740 0.019 0.019 0.01 0.01
103 1020 0.0040 0.0192 3.994 2.365 0.017 3.759 0.019 0.019 0.01 0.01
104 1030 0.0040 0.0192 4.013 2.382 0.017 3.778 0.019 0.019 0.01 0.01
105 1040 0.0040 0.0192 4.032 2.399 0.017 3.797 0.019 0.019 0.01 0.01
106 1050 0.0040 0.0192 4.051 2.416 0.017 3.816 0.019 0.019 0.01 0.01
107 1060 0.0040 0.0192 4.070 2.433 0.017 3.835 0.019 0.019 0.01 0.01
108 1070 0.0040 0.0192 4.090 2.450 0.017 3.854 0.019 0.019 0.01 0.01
109 1080 0,0040 0.0192 4.109 2.467 0.017 3.874 0.019 0.019 0.01 0.01
110 1090 0.0040 0.0192 4.128 2.484 0.017 3.893 0.019 0.019 0.01 0.01
111 1100 0.0040 0.0192 4.147 2.501 0.017 3.912 0.019 0.019 0.01 0.01
112 1110 0.0040 0.0192 4.166 2.518 0.017 3.931 0019 0.019 0.01 0.01
113 1120 0.0040 0.0192 4.186 2.535 0.017 3.950 00J9 0.019 0.01 0.01
114 1130 0.0040 0.0192 4.205 2.552 0.017 3.969 0.019 0.019 0.01 0.01
115 1140 0.0040 0.0192 4.224 2.570 0.017 3.989 0,019 0.019 0.01 0.01
116 1150 0.0040 0:0192 4.243 2.587 0.017 4.008 0.019 0.019 0.01 0.01
117 1160 0.0040 0.0192 4.262 2.604. 0.017 4.027 0.019 0.019 0.01 0.01
118 1170 0,0040 0.0192 4.282 2.621 0.017 4.046 0.019 0.019 0.01 0.01
119 .1180 0.0040 0,0192~ 4,301 2.638 0.017. 4.065." 0.019 . 0.019 ,0.01, 0.01
120 1190 0.0040 0.0192 4.320 2.655 0.017 4.084 0.019 0.019 .0.01 0.01
121 1200 0.0040 0.0192 4.339 2.672 0.017 4.104 0.019 0.019 0.01 0.01
122 1210 0.0040 0.0192 4.358 2.689 0.017 4.123 0.019 0.019 0.01 0.01
123 1220 0.0040 0.0192 4.378 2.707 0.017 4.142 I 0.019 0.019 0.01 0.01
0 124 1230 0.0040 0.0192 4.397 2.724 0.017 4.161 I 0.019 0.019 0.01 0.01
..., 125 1240 0:0040 0.0192 4.416 2.741 0.017 4.180 I 0.019 0.019 0.01 0.01
US.
5. 126 1250 0.0040 0.0192 4.435 2.758 0.017 4.199 I 0.019 0.019 0.01 0.01
!!L .127 ... 1260 0.0040 0.0192 4.454 2.776 0,017 4.219 I 0.019 0.019 0.01 0.01
n1
(f) fi1128 .-i 1270 0.0040 0.0192 4.474 2.793 0.017 4.238 0.019 0.019 0.D1 0.01
c: in
tT '1'29 -:r 1280 I 0.0040 0.0192 4.493 2.810 0.017 4.257 0.019 0.019 0.01 0.01
3
f[ :'1.30 (j) 1290 I 0.0040 0.0192 I 4.512 2.827 0.017 4.276 0.019 0.019 0.01 0.01
N.31 .. 1300 i. 0.0040 0.0192 I 4.531 2.845 0.017 4.295 0.019 0.019 0.01 0.01
m
~2 c;: 1310 I 0.0040 0.0192 I 4.550 2.862 0.017 4.314 0.019 0.019 0.01 0.01
'"
a.
8/22/2008
9:40AM Z:\2008108-142 NowaklTENTATIVE APPLlCATIONIDrainage study 2nd submittallSanta Barbara Flow Calcs 25 yr asphalt.xls
Pervious Area . Impervious Area
I Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Insta~t Design
Increment Time Distribution Increment Rainfall Runoff Runoff . Runoff Runoff Runoff Flowrate Flowrate
l min. fraction inches inches inches inches inches inches inches cfs cfs
133 1320 0.0040 0.0192 4.570 2.879 0.017 4.334 0.019 0.019 0.01 0.01
134 1330 0.0040 0.0192 4.589 2.897 0.017 4.353 0.019 0.019 0.01 0.01
135 1340 . 0.0040 0.0192 4.608 2.914. 0.017 4.372 0.019 0.019 0.01 0.01
.136 1-350 0.0040 0.0192 4.627 2.931 0.017 4.391 0.019 0.019 0.01 0.01
137 1360 0.0040 0.0192 4.646 2.949 I 0.017 4.410 0.019 0.019 0.01 0.01
. I 138 1370 0.0040 0.0192 4.666 2:966 I 0.017 4.429 I 0.019 I 0.019 0.01 I 0.01
I 139 1380 0.0040 0.0192 4.685 2.983 I 0.017 4448 . I 0.019 I 0.019 0.01 I 0.01
I 140 1390 0.0040 0.0192 4.704 3.001 I 0.017 4.468 j 0.019 I 0.019 0.01 I 0.01
I 141 1400 0.0040 0.0192 4.723 3018 I 0.017 4487 I 0.019 I 0.019 0.01 I 0.01
I 142 1410 0.0040 0.0192 4.742 3.036 I 0.017 4.506 I 0.019 I 0.019 0.01 I 0.01
I 143 1420 0.0040 0.0192 4.762 3.053 I 0.017 4.525 I 0.019 0.019 0.01. I 0.01
l 144 1430 0.0040 0.0192 4.781 3.071 I" 0.017 .4.544 I 0.019 I 0.019 0.01 I 0.01
145 1440 0.0040 0.0192 4.800 3.088 I 0.017 4.563 I 0.019 I 0.019 0.01 I 0.01
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9:40AM
Z:\2008\08-142 Nowak\TENTATIVE APPLlCATION\Drainage study 2nd submittal\Santa Barbara Flow Cales 25 yr asphalt.xls
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1200
1400
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Z:\2008\08-142 Nowak\TENTATIVE APPLlCATION\Drainage study 2nd submittal\Santa Barbara Flow Cales 25 yr asphalt.xls
Known:
Pervious
Area =
Imoervious
% Imperv. = 100.00
Area = acres
'. Site
Area = 0.06 acres
w = 0.3333
Answer:
Maximum Design Flowrate =
e/22/2008
9:41AM
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min.
cis
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Z:\2008108,142 NowaklTENT A TIVE APPLlCA TIONIDrainage study 2nd submittallSanta Barbara Flow Cales 25 yr parcels.xls
10
min.
.-
! Pervious Area Impervious Area
I Time Rainfall Rainfall in I Accumul. Accumul. Incremental Accumul. Incremental Total Instant I Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Fiovvrate Flovvrate
min. fraction inches inches inches inches inches inches inches CIs I cfs
1 0 0 0 0 0 0 0 0 0 0 I 0
2 10 0.0040 0.0192 0.019 0.000 0.000 0.000 0.000 0.000 0.00 I 0.00
3 20 0.0040 0.0192 0.038 0.000 0.000 0000 0.000 0.000 0.00 I 0.00
4 30 0.0040 0.0192 0.058 0000 0.000 0.001 0.001 0.001 0.00 I 000
5 40 0.0040 0.0192 0.077 0.000 0.000 0.005 0.004 0.004 0.00 I 0.00
6 50 0.0040 0.0192 0.096 0000 0.000 0.012 0.006 0.006 0.00 I 0.00
7 60 0.0040 0.0192 0.115 0.000 0.000 0.020 0.008 0.008 0.00 I 0.00
8 70 0.0040 0.0192 0.134 0.000 0.000 0.029 0.010 0.010 0.00 I 0:00
9 80 0.0040 0.0192 0.154 0.000 0.000 0040 0.011 0.011 0.00 I 0.00
10 I 90 0.0040 0.0192 0.173 0.000 0000 0.052 0.012 0.012 000 I 0.00
11 I 100 0.0040 0.0192 0.192 0000 0.000 0.064 0.013 0.013 0.00 I 0.00
12 I 110 0.0050 0.0240 0.216 0.000 0.000 0.081 0.017 0.017 0.01 I 0.00
13 I 120 0.0050 0.0240 0.240 0.000 0.000 0098 0.017 0.017 0.01 001
14 I 130 0.0050 0.0240 0.264 0.000 0.000 0.117 0.018 0.018 0.01 0.01
15 i 140 0.0050 o 0240 .0288 0.000 I 0.000 0.135 0.019 0.019 0.01 0.01
16 I 150 0.0050 0.0240 0.312 0.000 I 0.000 0.155 0.019 . 0.019 0.01 I 0:01
17 I 160 0.0050 0.0240 0.336 0.000 I 0000 0.175 0.020 0.020 0.01 I 0.01
18 I 170 0.0060 0.0288 0.365 0.000 I 0.000 0.199 0.024 0.024 0.01 I 0.01
19 I 180 0.0060 0.0288 0.394 0.000 I 0.000 0.223 I 0.025 0.025 0.01 0.01
.20 I 190 - .0.0060 . ~0.0288 0.422 ,.O.OOJ I " 0001 . .0.249 J 0.025 0.025 0.01 I 0.01
21 I 200 0.0060 0.0288 0.451 0.002 I 0.002 0.274 I 0.025 0.025 0.01 I 0.01
22 I 210 0.0060 0.0288 0.480 0.005 0.002 0.300 I 0.026 0.026 0.01 I 0.01
23 I 220 0.0060 0.0288 0.509 0.008 0.003 0326 I 0.026 0.026 0.01 0.01
24 I 230 0.0070 0.0336 0.542 0.013 0.005 0.357 I 0.031 0.031 0.01 0.01
25 I 240 0.0070 0.0336 0576 0.018 0.006 0.387 I 0.031 0.031 0.01 0.01
26. I 250 0.0070 0.0336 0.610 0.025 0.006 0.419 I 0.031 0.031 0.01 0.01
27 I 260 0.0070 0.0336 0643 0.032 0.007 0.450 I 0.031 0.031 0.01 0.01
0- 28 I 270 0.0070 0.0336 0.677 0.040 0.008 0.481 I 0.032 0.032 0.01 0.01
.,
cO. - 29 I 280 0.0070 0.0336 0.710 0.049 0.009 0.513 I 0.032 0.032 0.01 0.01
:S.
!!t 30 fl 290 0.0082 0:0394 0.750 0.060 0.011 0.550 I 0.037 0.037 0.01 0.01
C/) ~1 300 0.0082 0.0394. 0.789 0.072 0.012 0.588 I 0.037 0.037 0.01 0.01
c
0- ~ ~ 310 0.0082 0.0394 0.828 0.085 0.013 0.626 I 0.038 0.038 0.01 0.01
3 !33 320 0.0082 0.0394 0.868 0.099 0.014 0.663 I 0.038 0.038 0.01 0.01
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9:41AM ;m. Z:\2008\08-142 Novvak\TENTATIVE APPLlCATION\Drairiage study 2nd submittal\Santa Barbara Flovv Cales 25 yr parcels.xls
"''''''
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total. Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs.
34 330 0.0082 0.0394 0.907 0114 0.015 0.701 0:038 0.038 0.01 0.D1
35 . 340 0.0082 0.0394 0.947 0.129 0.016 0.739 0.038 0.038 0.01 0.01
36 350 0.0095 0.0456 0.992 0.148 0.019 0.783 0.044 0.044 0.02 0.01
37 360 0.0095 0.0456 1.038 0.168 0.020 0.828 0.044 0.044 0.02 0.02 I
38 370 0.0095 0.0456 1083 I 0.189 .0.021 0.872 0.044 0.044 0.02 0.02 I
39 380 0.0095 00456 1.129 I 0211 0.022 0.916 . 0.044 0.044 0.02 0.02 !
40 390 0.0095 0.0456 1.175 I 0.233 0.022 0.961 0.045 0.045 0.02 0.02 I
41 400 0.0095 0,0456 1.220 I 0.257 0.023 1.005 0.045 0.045 0.02 0.02 I
42 410 0.0134 0.0643 1.284 I 0.291 0.034 1.068 0.063 0.063 0.02 .0.02
43 420 0.0134 0.0643 1.349 0.326 0.035 1.131 0.063 0.063' 0.02 0.02 1
44 430 0.0134 0.0643 1.413 0.363 0.037 1.195 0.063 0.063 0.02 0.02 1
45 440 0,0180 0.0864 1.500 0.414 0.051 1.280 0.085 0.085 0.03 0.03 1
46 450 0.0180 0.0864 1.586 0.467 0.053 1.365 0.085 0.085 0.03 0.03 1
47 460 0.0340 0.1632 1.749 0.572 0.105 1,526 0.161 0.161 0.06 0.04 I
48 470 0.0540 0.2592 2.008 0.750 0.178 1.783 0.257 0.257 0.09 0.06 I
49 480 0,0270 0.1296 2,138 0.843 0.093 1,911 0.129 0.129 0.05 0.07 I
50 490 1 0.0180 0.0864 2.224 0.907 0.064 1.997 0.086 0,086 0.03 0.05 1
51 500 1 0.0134 0.0643 2289 0.955 0.048 2.061 0.064 0.064 0.02 0.03 1
52 510 1 0.0134 0.0643 2.353 1.003. 0,049 2.125 0.064 0,064 0.02 0.03 1
53. ~.520 1 00134 .0,0643_. 1".,2.417 . .1.052 0.049 .2.189 .0.064, 0.064 ,u,O.02. 0.02 . 1
54 530 , 0.0088 0.0422 , 2.460 1.085 0.032 2231 0.042 0.042 0.02 0.02 1
55 540 I 0.0088 0.0422 I 2.502 1.117 0.033 2272 0.042 0.042 0.02 0.02
56 550 1 0.0088 0.0422 I 2,544 1.150 0.033 2.314 0.042 0.042 0.02 . 0.02
57 560 I 0.0088 0.0422 i 2.586 1.183 0.033 2.356 0.042 0.042 0.02 0.02
0 58 570 I 0.0088 0.0422 I 2.628 1.217 0.033 2.399 0.042 0.042 0.02 0.02
~ 59 580 .1 0.0088 0.0422 I 2.671 1.250 0.033 2.441 0.042 0.042 0.02 0.02
(Q. 60 590 1 0.0088 0.0422 I 2.713 1.284 0.034 2.483 0.042 0.042 0.02 0.02
3.
!!!. 61 ~ 600 . 1 0.0088 0.0422 I 2.755 1,317 0.034 2.525 0.042 0.042 0.02 0.02
(J) ~.62 ~ 610 1 0.0088 0.0422 1 2.797 1.351 0.034 2.567 0.042 0.042 0.02 0.02
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0- '"1:163 -- 620 1 0.0088 0.0422 1 2.840 1.385 0.034 2.609 0.042 0.042 0.02 0.02
3 I 64 ~ 630 I 0.0088 0.0422 1 2.882 1.420 0.034 2.651 0.042 0.042 0.02 0.02
;:;:
Ii ;.65 ~ ! 640 I 0.0088 0.0422 1 2.924 1.454 0.034 2.693 0.042 0.042 0.02 0.02
866 .<: I 650 I 0.0072 0.0346 I 2.959 1.482 0.028 2.727 0.034 0.034 0.01 0.01
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8/22/2008
9:41AM Z:\2008108-142 NowaklTENTATIVE APPLlCATIONIDrainage study 2nd submittallSanta Barbara Flow Cales 25 yr parcels. xis
I Time
Increment
o
...
cO.
S.
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(J)
c:
CT
3
~
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
~86 .. .
87
88
89
90
91
92
93
9'!.~
~ 95~
-0 96-.
I 97~
~ 98"
..., m
g 99<"
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R-
8/22/2008
9:41AM
Time
min.
I 660
I 670
I 680
I 690
700
I 710
1720
I. 730
740
I 750
760
I 770
I 780
I. 790
I 800
I 810
I 820
I 830
I 840
~. 850 '..
860
870
880
890.
900
910
920 .
930
940
950
960
970.
980
I Rainfall
Distribution
I fraction
I 0.0072
I 0.0072
0,0072
I 0.0072
0.0072
I . 0.0072
I 0.0072
I 0,0072
I 0.0072
, 0.0072
I 0.0072
I 0.0057
I 0.0057
I . 0.0057
I 0.0057
I 0.0057
I 0.0057
I 0.0057'
I 0.0057
, ~0,0057 ~ ,I
0.0057 I
0,0057 I
0.0057 I,
0.0050 i
0.0050 .
0.0050
0.0050
0.0050
0,0050
0.0050
I. 0.0050
I 0.0050
I 0.0050
Rainfall in
Increment
inches
0.0346
0.0346
0.0346
0.0346
0.0346
0.0346
0.0346
0.0346
0.0346
0.0346
0.0346
0.0274
0.0274
0.0274
0.0274
0.0274
0.0274
0:0274
0.0274
0.0274 .
0.0274
0.0274
0.0274
0.0240
0.0240
0.0240
0.0240
0.0240
0.0240
0.0240
0.0240
0.0240
0,0240
I Pervious Area Impervious Area
I Accumul. Accumul. j Incremental AccumUl.llncremental
Rainfall Runoff Runoff Runoff Runoff
I inches inches I inches I inches inches
I 2.993 1.511 0.028 I 2.762 0.034
I 3.028 1.539 0.028 2796 0.034
I 3.062 1.568 0.029 2.830 0.034 I
I 3.097 1.596 0.029 2.865 0.034 I
I 3.132 1.625 0.029 2.899 0.034 I
I 3.166 1,654 0.029 2.934 0.034 I
I 3.201 1.683 0.029 2.968 0.034 I
! 3.235 1.712 0.029 3003 0.034 I
I 3.270 1.741 0.029 3.037 0.034 I
. I .3.304 1,770 0.029 3.071 0.034' I
I 3.339 1,799 0.029 3.106 0.034 I
I 3.366 1.822 0:023 3.133 0.027 I
I 3.394 1.846 0.023 3.160 0.027 I.
I 3.421 1.869 0.023 3.188 0.027 I
.1' 3.448 1.892 0.023 3.215 0.027 I
3.476 1.916 0.023 3.242 I' 0027' ,
13.503 1.939 0.023 3.270 I 0.027 I
3.530 1.963 0.023 3.297 I 0.027 I
3.558 1.986 0.023 3.324 I 0.027
.3.585 2.010 ,0.024.. 3.351. 0.027
3.612 2.033 0,024 3.379 0.027
3:640 2.057 0.024 3.406 0.027
3.667 2.080 0,024 3.433 0.027
3.691 2.101 0.021 3.457 0.024
3.715 2,122 0.021 3.481 0.024
3.739 2.143 0.021 3.505 0.024
3.763 2.164 0.021 3529 0.024
3.787 2.185 0.021 3.553 0.024
3.811 2,206 0.021 3,577 0.024
3.835 2.226 0.021 3.601 0:024
3.859 2.247 0.021 3.625 0.024
3.883 2,268 0.021 3.649 0.024
3.907 2.290 0.021 3.673 0.024
Total
Runoff
inches
0.034
0.034
0.034
0.034
0.034
0.034
0.034
0.034
0,034
0.034
0.034
0.027
0.027
0.027
0.027
0.027
0.027
0.027
0.027
0.027
0.027
0.027
I 0.027
I 0.024
I 0.024
I 0.024
I 0.024
I 0.024
I 0.024
I 0.024
I 0.024
I 0.024
I 0.024
Instant
Flowrate
I cfs
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0,01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
Design I
Flowrate
cfs
0.01
0.01
I 0.01
I 0.01
I 0.01
I 0.01
I . 0,01
I 0.01
I 0.01
I 0.01
I 0.01
I 0.01
I 001
I 0.01 I.
I 001 I
0.01
I 0.01
I 001
I 0.01
I .0.01
I 0.01 I
, 0.01
I. 0.01 I
I 0.01 I
I 001 I
I 001 I
I 0.01 I
I 0.01 J
I 0,01 I
I 0.01 I
I 0.01 J
I 0.01 1
0.01 I
Z:\2008\08-142 Nowak\TENTATIVE APPLlCATION\Drainage study 2nd submittal\Santa Barbara Flow Calcs 25 yr parcels.xls
I Pervious Area Impervious Area
Time Rainfall . Rainfall in Accumul. Accumul. I Incremental Accumul. : Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff RUnoff Runoff Flowrate Flowrate
min. . fraction inches inches inches inches inches inches inches cfs cfs
100 990 0.0050 0.0240 3.931 2.311 0.021 3.696 . 0,024 0.024 0.01 0.01
101 1000 0.0050 0.0240 3.955 2332 0.021 3.720 0.024 0.024 0.01 0.01
102 1010 0.0040 0.0192 3.974 2.349 0.017 3.740 0.019 0.019 0.01 0.01
103 1020 . 0.0040 0.0192 3.994 2.365 0.017 3.759 .0.019 0.019 0.01 0.01
104 1030 0.0040 0.0192 4.013 2.382 0.017 3.778 0.019 0.019 0.01 0.01
105 1040 0.0040 0.0192 4.032 2.399 0.017 3.797 0.019 0.019 0.01 0.01
106 1050 0.0040 0.0192 4051 2.4.16 0.017 3.816 0.019 0.019 0.01 0.01
107 I 1060 0.0040 I 0.0192 4.070 2.433 0.017 3.835 0.019 0.019 0.01 0.01
108 I 1070 0.0040 I .0.0192 I 4090 2.450 0.017 3.854 0.019 0.019 0.01 0.01
109 I 1080 0.0040 I 0.0192 I 4.109 2.467 0.017 3.874 0.019 0.019 0.01 0.01
110 i 1090 0.0040 I 0.0192 I 4.128 2.484 0.017 3.893 0.019 I 0.019 0.01 0.01
111 I 1100 0.0040 I 0.0192 I 4.147 2.501 0.017 3.912 0.019 I 0.019 0.01 0.01
112 I 1110 0.0040 I 0.0192 I 4.166 2.518 0.017 3.931 0.019 I 0.019 0.01 0.01
113 I 1120 0.0040 I 0.0192 I 4.186 2.535 0.017 3.950 0,019 I 0.019 0.01 0.01
114 I 1130 0.0040 I 0.0192 1 4205 2.552 0.017 3.969 0.019 I 0.019 0.01 0.01
115 I 1140 0.0040 I 0.0192 1 4.224 2.570 0.017 3.989 0.019 I 0.019 0.01 0.01
116 I 1150 0.0040 I 0.0.192 1 4.243 2.587 0.017 4.008 0.019 I 0.019 0,01 0.01
117 I 1160 0.0040 I 0.0192 I 4.262 2.604 0.017 4027 0.019 I 0.019 O.Of 0.01
118 I 1170 0.0040 I 0.0192 1 4.282 2.621 0.017 4.046 0.019 0.019 0.01 0.01
119 I o1180~ 1 0.0040 ~ 0.0192 ,I." 4.301" 2.638 0.017 4.065 ..0019 0.019. 0.01 0.01
120 I 1190 I 0.0040 0.0192 4.320 2.655 0.017 4.084 0.019 0.019 0.01 0.01
121 I 1200 I 0.0040 0.0192 4.339 2.672 0.017 4.104 0.019 0.019 0.01 0.01
122 I 1210 I 0.0040 0.0192 4.358 2.689 0.017 4.123 0.019 0.019 0.01 0.01
123 I 1220 I 0.0040 0.0192 4.378 2.707 0.017 4.142 0.019 0.019 .0.01 0.01
124 I 1230 I 0.0040. 0.0192 4.397 2.724 0.017 4.161 0.019 0.019 0.01 0.01
125 I 1240 I 0.0040 0.0192 4.416 2.741 0.017 4.180 0.019 0.019 0.01 0.01
0 126 I 1250 I 0.0040 0.0192 4.435 2.758 0.017 4.199 0.019 0.019 0.01 0.01
~ 127 I 1260 I 0.0040 0.0192 4.454 2.776 0.017 4.219 0.019 0.019 0.01 0.01
c9:
;j 1211"" I 1270 I 0.0040 0.0192 4.474 2.793 0.017 4.238 0.019 0.019 0.01 0.01
!!!. t co 129;1) 1280 I 0.0040 0.0192 4.493 2.810 0.017 4.257 0.019 0.019 0.01 0.01
(J)
c: !!l1300> 1290 I 0.0040 0.0192 4.512 2.827 0.017 4.276 0.019 0.019 0.01 0.01
C" .~ 131:U 1300 I 0.0040 0.0192 4.531 2.845 0.017 4295 0.019 0.019 0.01 0.01
3
~ _13~ 1310 I 0.0040 0.0192 4.550 2.862 0.017 4.314 0.019 0.019 0.01 0.01
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9:41 A . Z:\2008\08-142 Nowak\TENTATIVE APPLlCATION\Drainage study 2nd submittal\Santa Barbara Flow Calcs 25 yr parcels xis
Pervious Area Impervious Area.
I Time I I Rainfall Rainfall in Accumul. Accumul.llnCremental ACCUmUl.jlncremental Total jlnstant I Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flovvrate Flovvrate
I min. I fraction inches inches inches I inches inches I inches inches cfs cfs
133 I I 0.0040 0.0192 I 0.017 I -
1320 4.570 2879 4.334 0.019 0.019 0.01 0.01 I
134 I 1330 I 0.0040 . 0.0192 4.589 2.897 I 0.017 4.353 I 0.019 0.019 0.01 0.01 I
135 I 1340 I 0.0040 .0.0192 4;608 2.914 I 0.017 4.372 I 0;019 0.019 0.01 0.01 I
136 I 1350 I 0.0040 0.0192 4.627 2.931 I 0.017 4.391 I 0.019 0.019 0.01 0.01 I
137 I 1360 I 0.0040 0.0192 4.646 2.949 I 0.017 4.410 I 0.019 0.019 0.01 0.01
138 I 1370 I 0.0040 0.0192 4.666 2.966 I 0.017 4.429 I 0.019 0.019 0.01 0.01
139 I 1380 I 0.0040 Oc0192 4.685 2.983 I 0.017 4.448 I 0.019 0.019 0.01 0.01
140 I 1390 I 0.0040 0.0192 4.704 3.001 I 0.017 4.468 I 0.019 0.019 0.01 0.01
141 I 1400 I 0.0040 0.0192 4.723 3.018. 0.017 4.487 I 0.019 0.019 0.01 0.01
142 I 1410 I 0.0040 0.0192 4.742 3.036 I 0.017 4.506 I 0.019 0.019 0.01 0.01
143 I 1420 I 0.0040 0.0192 4.762 3.053 I 0.017 4.525 0.019 0.019 0.01 001
144 I 1430 I 0.0040 0.0192 4.781 3071 I 0.017 4.544 0.019 0.019 0.01 0.01
145 I 1440 I 0.0040 0.0192 4.800 3.088 I 0.017 4.563 0.019 0.019 0.01 0.01
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Time (min)
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1000
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1600
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Z:\2008\08-142 Nowak\TENTATIVE APPLlCATION\Drainage study 2nd submittal\Santa Barbara Flow Cales 25 yr parcels. xis
, Inflow I Infiltration Outflow I Detention
Time Flowrate Flowrate Flowrate I Infiltration Infiltration I I I
Increment Time Asphalt Roof Total Volume Rate Rate Flowrate Volume Flowrate Volume Volume Depth
min. cis cfs cfs c.f. in/hr cl/hr I cis I c.l, cis. c,t. I c.f in
1 0 0.00 0.00 0.00 0.00 DAD 13.33 I 0,00 1 2.22 0.68 408.00 I 0.00 .0.00
2 10' 0,00 0.00 0.00 0.00 DAD 13.33 1 0.00 1 2.22 0.68 408.00 I 0,00 0.00
I 3 20 0.00 0.00 0.00 0.00 DAD I 13.33 I 0.00 I 2.22 0.68 408,00 1 0,00 0.00
I 4 30 0.00 0,00 0.00 0.00 DAD I 13.33 1 0.00 1 2.22 0.68 408.00 1 0.00 0.00
I 5 40 0.00 0.00 0.00 0.06 DAD I. 13.33 I 0.00 1 2.22 0.68 408.00 I 0.00 0.00
I 6 50 0.00 0.00 0.00 0.25 DAD I 13.33 I 0.00 I 2.22 0.68 408.00 I 0.00 0.00
I 7 60 0.00 0.00 0.00 0.53 DAD I 13.33 I 0.00 I 2.22 0.68 408.00 1 0.00 0.00
1 8 70 0.00 0.00 0.00 0.81 DAD I 13.33 I 0.00 I 2.22 0.68 408.00 1 0.00 0.00
~ 9 80 0.00 0.00 0.00 1.07 DAD I 13.33 000 2.22 0.68 408.00 1 0.00 0.00
10 90 000 0.00 0.00 1.28 DAD I 13.33 0.00 2.22 0.68 408.00 1 0.00 0.00
I 11 100 0.00 0.00 0.00 1047 DAD I 13.33 0.00 2.22 0.68 408.00 1 0.00 1 0.00
, 12 110 0.00 0.00 0,00 1.79 DAD 1 13.33 0.00 2.22 0.68 408.00 1 0.00 I 0.00
I 13 120 0.00 0,00 0.00 2.17 0040 I 13.33 0.00 2.22 0.68 408.00 I 0.00 I 0.00
1 14 130 0.00 0.00 0.00 2.41 DAD 1 13.33 0.00 2.22 0.68 408.00 1 000 , 0.00
1 15 140 0.00 0.00 0.00 2,59 DAD 1 13.33 0.00 2.22 0.68 408.00 1 0.00 I 0.00 1
1 16 150 0.00 . 0.00 0,00 2.73 DAD 1 13.33 0.00 2.22 0.68 408.00 0.00 I 0.00 1
I 17 160 0.00 0.00 0.00 2.86 DAD 1 13.33 0.00 2.22 0.68 408.00 0.00 I 0.00 1
I 18 170 0.01 0.00 0.01 3.17 DAD 13.33 0.00 2.22 0.68 408.00 0.00 I 0.00 I
~ 19 180 0.01 0.00 0,01 3.55 0040. 13.33 0.00. 2.22 0.68 408.00 0.00 I 0.00 I
20 190 0.01 0.00 0.01 3.75 DAD 13.33 0.00 2.22 0.68 408,00 000 I 0.00 I
I 21 200 0.01 0.00 .001 I 3.88, . ,0.,:\0. . 13.33 0.00.. . -.2.22_. 0.68_ A08,00 .0.00 ul 000 I
I 22 210 0.01 0.00 0.01 3.98 DAD 13.33 0.00 2.22 0.68 408.00 0.00 1 0.00 I
I 23 220 0.01 0.00 0.01 4.06 DAD 13.33 0.00 2.22 0.68 408.00 0.00 I 0.00
I 24 230 0.01 0.00 0.01 6.87 DAD 13.33 000 2,22 0.68 408.00 0.00 1 000
I 25 240 0.01 000 0.01 7042. DAD 13:33 0.00 2.22 0.68 408.00 0.00 I 0.00
26 250 0.01 0.00 0.01 7.65 DAD 13.33 0.00 2.22 0.68 408.00 0.00 I 0,00
27 260 0.01 0.00 0.01 7.76 DAD 13.33 0.00 2.22 0.68 408.00 0.00 1 0.00
0 28 270 0.01 0.00 0.01 7.83 DAD 13.33 0.00 2.22 0.68 408.00 0.00 1 0.00
::!. 29 280 0.01 0.00 0.01 7.88 DAD 13.33 0,00 2.22 0.68 408.00 0,00 I 0.00
lC
S. 30 ...J 290 0.01 0.00 0.01 8.38 DAD 13.33 0.00 2.22 0.68 408,00 0.00 I 0.00
!!!. __31 nil 300 0.02 0.00 0.02 9.02 DAD 13.33 0.00 2.22 0.68 408.00 0.00 I 0.00 .
(j) fri32 ;n1 310 0.02 0.00 0.02 9.27 DAD 13.33 0.00 2.22 0.68 408.00 0.00 I 0.00
c:
CT "33 "TI 320 0.02 0.00 0.02 9.37 DAD 13.33 0.00 2.22 0.68 408.00 0,00 I 0.00
3
.., I :"'34 (\) 330 0.02 0.00 0.02 9043 DAD 13.33 0.00 2.22 0.68 408.00 0.00 I 0.00
-
l!!. I ",,35 ID 340 0.02 0.00 0,02 9A6 040 13.33 0,00 2.22 0,68 408.00 0.00 I 0.00
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8/'fz/200Si Z:\2008\08-142 Nowak\TENTATIVE APPLlCATION\Drainage study 2nd submittal\
941 AM Santa Barbara Reservoir Depth Sizing 25 year above.xlsx
Inflow Infiltration Outflow Detention
Time Flowrate Flowrate Flowrate Infiltration Infiltration Fiowrate I
Increment Time Asphalt Roof Total Volume Rate Rate Flowrate Volume Volume Volume Depth
min. cfs cfs cfs c,l, in/hr cl/hr cis c.f. cfs d, c.1 in
36 350 0.02 0.00 0.02 10.00 0.40 13.33 0.00 2.22 0.68 408.00 0.00 0.00
37 360 0.02 0.00 0.02 10.69 0.40 13.33 0,00 2.22 0.68 408.00 0.00 0.00
38 370 0,02 0.00 0,02 10.95 0.40 13.33 0.00 2.22 0.68 408.00 0.00 0.00
39 380 0.02 0.00 0.02 11.04 0.40 13.33 I 0.00 2,22 0.68 408,00 0.00 0.00
40 390 0.02 0.00 0.02 11,09 0.40 13.33 I 0.00 2.22 0.68 408.00 0.00 0.00
41 400 0.02 0.00 0.02 11.12 0.40 13.33 I 0.00 2.22 0.68 408.00 0,00 0.00
42 410 0.02 0.00 0.02 12.67 0.40 13.33 I 0.00 2.22 0.68 408.00 0.00 0.00
43 420 0.02 0.00 0.02 14.73 0.40 13.33 I 0.00 2.22 0.68 408,00 0.00 0.00
44 430 0,03 0.00 0.03 15.43 0.40 13.33 I 0.00 2.22 0.68 408.00 0.00 0.00
45 440 0.03 0.00 0.03 .17.50 0.40 13.33 I 0.00 2.22 0.68 408.00 0.00 0,00
46 450 0.03 0.00 0.03 20.01 0.40 13.33 I 0.00 2.22 0.68 408.00 0.00 0,00
47 460 0,05 0,00 0.05 27.20 0.40 13.33 I 0.00 I 2.22 0.68 408.00 0.00 0.00
48 470 0.07 0.00 0.07 43.88 0.40 13.33 I 0.00 I 2.22 0.68 408.00 0.00 0.00
49 480 0.08 0.00 0.08 46,72 0.40 13.33 I 0.00 I 2.22 0.68 408.00 0.00 0.00
50 490 0.06 0.00 0.06 33.43 0.40 13.33 I 0.00 I 2.22 0.68 I 408.00 0.00 0.00
51 500 0.04 0.00 0.04 23,61 0.40 13.33 I 0.00 I 2.22 0.68 I 408.00 0.00 0.00
52 510 0,03 0.00 0.03 18.52 0.40 13.33 I 0.00 I 2.22 0.68 408.00 0.00 0.00
53 520 0:03 0.00 0.03. 16.82 0.40 13.33 I 0.00 I 2.22 .0.68 408.00 0.00 000
54 530 0,02 0,00 0,02 14.43 0.40 13.33 I 0.00 I 2.22 0.68 408.00 0.00 0.00
55 540 0.02 0.00 0.02 11,81 0.40 13.33 I 0.00 I. 2.22 0.68 408,00 0,00 0.00
56 .550 0.02 0.00 0.02 10.93 0.40 13.33 0.00 I 2.22 0.68 408.00 000 0.00
57 560 0.02 0.00 0.02 10.64 0.40 13.33 0.00 I 2.22 0.68 408.00 0.00 0.00
58 570 0.02 0,00 0.02 10.55 0.40 13.33 0.00 I 2.22 0.68 408.00 0.00 0.00
.59 580 0.02 0.00 0,02 10.52 0.40 13.33 0.00 I 2.22 0.68 408.00 0.00 0.00
60 590 0.02 0.00 0.02 10.51 0.40 13.33 0.00 I 2.22 0.68 408.00 0.00 0.00
0 61 600 0.02 0.00 0.02 10,51 0.40 13.33 0.00 I 2.22 0.68 408.00 0,00 0.00
~
ifi 62 610 0.02 0.00 0,02 10.51 0.40 13.33 0.00 I 2.22 0.68 408.00 0.00 0.00
5" I 630 620 0.02 0.00 0.02 10.51 0.40 13.33 000 I 2.22 0.68 408.00 0.00 0.00
!:!. I", 64"-' 630 0.02 0.00 0.02 10.51 0.40 13.33 0.00 I 2.22 0.68 408.00 0,00 0.00
en
c l!..;.l 65(t 640 0.02 0.00 0.02 10.51 0.40 13.33 0.00 2.22 0.68 408.00 0.00 0.00
tT I, 66;;1) 650 0.02 000 0.02 9.88 0.40 13.33 0.00 I 2.22 0.68 408.00 0.00 0.00
3
~ I..... 67~ 660 0.02 000 0.02 903 0.40 13.33 0.00 I 2.22 0.68 408.00 0.00 0.00
lIS! 68~. 670 0.01 0.00 0.01 8.75 0.40 13.33 0.00 I 2.22 0,68 408.00 0.00 0.00
r69~1 680 0.01 0.00 0.01 8.65 0.40 13.33 0.00 I 2.22 0.68 408,00 0.00 0.00
70 Q..I 690 0.01 0.00 0.01 8.62 0.40 13.33 000 I 2.22 0.68 408.00 0.00 0,00
8/22/2008 Z:12008108-142 NowaklTENTATIVE APPLlCATIONIDrainage study 2nd submittal\
,~..'
9:41AM Santa Barbara Reservoir Depth Sizing 25 year above.xlsx
Inflow Infiltration Outflow Detention
'lime Flowrate Flowrate Flowrate Infiltration Infiltration
; Increment Time Asphalt Roof Total Volume Rate Rate Flowrate Volume Flowrate Volume Volume Depth
min. cfs cis cfs c.f. in/hr cflhr cis c.f. cfs c.f. c.f in
71 700 0.01 0.00 0.01 8.61 DAD 13,33 0.00 222 0.68 408.00 0.00 0.00
72 710 0.01 0.00 0.01 8.61 DAD 13.33 0,00 2.22 0.68 408.00 0.00 0.00
73 720 0.01 0.00 0.01 8.61 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
74 730 0.01 0.00 . 0,01 8.61 DAD 13.33 0.00 2.22 I 0.68 408.00 0.00 0.00
75 740 0.01 0.00 0.01 8.61 DAD 13,33 0.00 222 I 0.68 408.00 0.00 0.00
76 750 0.01 0.00 0.01 8.61 DAD 13,33 000 2.22 I 0.68 408,00 0.00 000
77 760 0.01 0.00 001 8.61 DAD 13.33 0.00 2.22 I 0.68 408.00 0.00 0.00
78 770 0.01 0.00 0.01 8.01 DAD 13.33 0.00 222. I 0.68 408.00 0.00 0.00
79 780 0,01 0.00 0.01 7.22 DAD 13.33 0.00 2.22 I 0.68 408,00 0.00 0.00
80 790 0,01 0.00 0.01 6.95 DAD 13.33 0.00 2.22 I 0.68 408.00 0.00 0.00
81 800 0.01 0.00 001 6.86 DAD 13.33 0.00 222 0.68 408.00 0.00 0.00
82 810 0.01 0.00 0.01 6.83 DAD 13,33 0.00 2.22 0.68 408.00 0.00 0.00
83 820 0.01 0.00 0.01 6.82 DAD 13.33 0.00 2.22 0.68 408,00 0.00 0.00
84 830 0.01 0.00 0.01 6.82 DAD 13.33 0.00 2.22 0.68 408.00 0.00 000
85 840 0.01 0.00 0.01 6.82 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
86 850 0.01 000 om 6,82 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
87 860 0.01 0.00 0.01 6.82 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
88 870 0.01 0.00 0.01 6.82 DAD 13.33. 0.00 2.22 0.68 408.00 0.00 0.00
89 880 0.01 0.00 0.01 6.82 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
90 I 890 0.01 0.00 0.01 6.54 OAO 13.33 0.00 2.22 0.68 408.00 0.00 0.00
~ 91 I 900 0:01 0.00 0.01 6.17 DAD 13.33 0.00 2.22 .0.68 408.00 0.00 0.00
92 I 910 0.01 0.00 0.01 6.05 DAD 13.33 0.00 2.22 0.68 408,00 0.00 0.00
I 93 I 920 0.01 0.00 0.01 6.00 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
. I 94 I 930 0.01 0.00 0.01 5.99 DAD 13.33 0.00 222 0.68 408.00 0.00 0.00
I 95 I 940 0.01 0.00 0.01 5.99 DAD 13.33 0.00 222 0.68 408,00 000 0.00
I 96 I 950 0.01 0.00 0,01 5.98 DAD 13,33 0.00 222 0.68 408.00 0.00 0.00
I 97 I 960 0.01 0.00 0.01 5.98 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
0 I 98'.' I 970 . 0.01 0.00 0.01 5.98 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
....
cC. I 99 I 980 O.Of 0.00 0.01 5.98 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
5' 100 IQI 990 0.01 0.00 0.01 5.98 DAD 13.33 000 2.22 0.68 408.00 0.00 0.00
!!!.
(J) I u1,01 !!i 1000 0.01 0.00 0.01 5.99 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0,00
c I t;;1l02 ~UJ 1010 0.01 0.00 0.01 5.59 DAD 13.33 0.00 2.22 0.68 408,00 .0.00 0.00
r::r
3 I .103 ~ 1020 0.01 0.00 0.01 505 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
== I ~04 . 1030 0.01 0.00 0.01 4.88 OAO 13.33 0.00 2.22 0.68 408.00 000 0.00
!!!. I C05 ~. 1040 0.01 0.00 0.01 4.82 DAD 1333 0.00 2.22 0,68 408.00 0.00 0.00
00 (I)
8/22/200~ Z:\2008108-142 NowaklTENTATIVE APPLlCATIONIDrainage study 2nd submiltall
9:41AM Santa Barbara Reservoir Depth Sizing 25 year above.xlsx
Inflow I Infiltration Outflow -
Detention I
I -Time- - Flowrate Flowrate Flowrate Infiltration I Infiltration I
Increment Time Asphalt Roof Total Volume Rate Rate Flowrate Volume Flowrate Volume Volume Depth
min. cfs cfs cfs c.f, inlhr cflhr cfs c.I. cis c.l. 'c.1 in
106 1050 0.01 0.00 0.01 4.80 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
107 1 1060 0.01 0.00 0.01 4.79 DAD. 13.33 0.00 2.22 0.68 408.00 0.00 0.00
108 1 1070 0.01 I 0,00 0.01 4.79 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00
109 I 1080, 0.01 1 0.00 001 4.79 DAD 1 13.33 I 0.00 2.22 0.68 408.00 0.00 0.00
110 1 1090 0.01 1 0.00 0.01 4.79 DAD I 13.33 I 0.00 2.22 0.68 I 408.00 0.00 0.00
111 1 1100 0.01 I 0.00 001 .4.79 DAD . I 13.33 1 0.00 2.22 0.68 I 408.00 .000 0.00.
112 I 1110 0.01 I 0.00 0.01 4.79 DAD I 13.33 1 0.00 2.22 0.68 1 408,00 000 0.00
113 I 1120 0.01 1 0.00 0.01 4.79 DAD 1 13.33 1 0.00 2.22 0.68 1 408.00 0.00 0.00
114 1 1130 0.01 1 0.00 0.01 4.79 DAD 1 13.33 I 0.00 2.22 0.68 1 408.00 0.00 0.00
115 1 1140 0.01 1 0.00 0.01 4.79 DAD 1 13.33 I 0.00 2.22 0.68 1 408.00 0.00 0.00
116 1 1150 0.01 1 0.00 0.01 4.79 DAD 1 13.33 I 000 2.22 0.68 1 408:00 0.00 0.00
117 1 1160 0.01 1 0.00 0.01 4.79 DAD 1 13.33 i 0.00 2.22 0.68 1 408.00 0.00 0.00
118. 1 1170 0.01 I 0.00 om 4.79 DAD I 13.33 1 0.00 2.22 0,68 I 408.00 0.00 0.00.
119 I 1180 0.01 0.00 0.01 4.;:9 DAD I 13.33 1 0.00 2.22 0.68 I 408.00 0.00 0.00
120 1190 0.01 I '0.00 . 0.01 4.79 DAD I 13:33 I 0.00 2.22 0.68 I 408.00 0.00 0.00
121 1200 0.01 I 0.00 0.01 4.79 DAD I 13.33 1 0.00 .2.22 0.68 I 408.00 0.00 0.00
122 1210 0.01 I 0.00 . 0.01 4.79 DAD 1 13.33 1 0.00 2.22 0.68 1 408.00 0.00 0.00
123 1220 0.01 1 0.00 0.01 4.79 DAD 1 13.33 1 0.00 2.22 0.68 1 408.00 0.00 0.00
124 1230. om 1 0.00 0.01 4.79 DAD 1 13.33 1 0.00 2.22 0.68 1 408.00 0.00 0.00
125 1240 0.01 1 0:00 0.01 4.79 DAD 1 13.33 1 0.00 2.22 0.68 1 408.00 0.00 0.00
126 1250 0.01 1 0.00 0.01 4.79 DAD 1 13.33 I 0.00 2.22 0.68 1 408.00 0.00 0.00
127 1260 0.01 I 0.00 0.01 4.79 DAD I 13.33 I 0.00 2.22 0.68 I 408.00 0.00 0.00
128 1270 0.01 1 0.00 0,01 4.79 DAD I 13.33 1 0.00 2.22 '0.68 I 408,00 0.00 0.00
129 1280 0.01 I 0.00 0.01 4.79 DAD I 13.33 I 0.00 2.22 0.68 I 408.00 0.00 0.00
130 1290 0.01 I 0.00 0.01 4.79 DAD I 13.33 I 0.00 2.22 0.68 I 408.00 0.00 0.00
131 1300 0.01 0.00 0.01 4.79 DAD I 13.33 I 0.00 2.22 0.68 I 408.00 0.00 0.00 I
O. 132 1310 0.01 0.00 0.01 4.79 DAD I 13.33 I 0.00 2.22 0.68 I 408.00 0.00 0.00 I
~ 133 1320. 0.01 0.00 0.01. 4.79 DAD I 13.33 I 0.00 2.22 0.68 I 408,00 0.00 0.00 I
cO' . 134 S;; 1330 0.01 0.00 0.01 4.79 DAD 1 13.33 I 0.00 2.22 0.68 I 408.00 0.00 0.00 I
5" .
!!!. 135 ) 1340 0.01 0.00 0.01 4.79 DAD I 13.33 I 0.00 2.22 0.68 I 408.00 0.00 0.00 I
(/)1 ~6 ~ 1350 0.01 0.00 . 0.01 4.79 DAD I 13.33 I 0.00 2.22 0.68 I 408.00 0.00 0.00 ~
&1 ~7 :X 1360 0.01 0.00 0.01 4.79 DAD I 13.33 I 0.00 2.22 0.68 1 408.00 0.00 0.00
31 138 1hi 1370 0.01 0.00 om 4.79 OAO I 13.33 I 0.00 2.22 0.68 1 408.00 0.00 0.00
ifl 1:)9 !l2 1380 0.01 0.00 0.01 4.79 DAD I 13.33 I 0.00 2.22 0.68 I 408.00 0.00 0.00
1 ~o :p' 1390 0.01 0.00 0.01 4.79 OAO 1 13.33 1 0.00 2.22 0.68 I 408.00 0.00 0.00
00 <D
a. Z:\2008108-142 NowaklTENTATIVE APPLlCATIONIDrainage study 2nd submittall
8/22/2008 . .
9:41 AM Santa Barbara Reservoir Depth Sizing 25 year above.xlsx
Inflow Infiltration Outflow Detention
Time Flowrate Flowrate Flowrate' Infiltration Infiltration I Flowrate I
Increment Time Asphalt Roof Total Volume Rate Rate Flowrate Volume Volume Volume Depth
min. cfs cfs . cfs c.f. in/hr cf/hr cfs c.f. cfs c.f. c.f in
141 1400 0.01 0.00 0.01 4.79 0.40 13.33 0.00 2.22 0.68 408.00 0.00 0.00 I
142 1410 .0.01 0.00 0.01 4.79 0.40 13.33 0.00 2.22 0.68 408.00 0.00 0.00 I
143 1420 0.01 0.00 I 001 4,79 0.40 13.33 0.00 2.22 0.68 408.00 0.00 0.00 I
144 1430 0.01 0.00 I 0.01 4.79 DAD 13.33 0.00 2.22 0.68 408.00 0.00 0.00 ~.
145 . 1440 . 0.01 0.00 I 0.01 4.79 0.40 13.33 0.00 2.22 0.68 408.00 0.00 0.00
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Santa Barbara Reservoir Depth Sizing 25 year above;xlsx
. .
PIPE CAPACITY CALCULATIONS
Date Received:
SEP - 4 2008
Original Submittal
. ,
Calculations showing capacity of the trench outlet pipe at full flow to be 0.68 cfs
Date Received:
SEP - 4 2008
Original SubmlltaJ
. ..
STORMW A TER STUDY EXHmIT
MAP
Date Received:
9EP = 4 2008
Original Submittal
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I' FIGURE 1
r STORMWATER STUDY lsA.nn:1u FOR
~ \, ' I DA VID NOWAK
: l1r"~I:.~ ,,,~;'~i~1';,, AUGUST 26. 2008
It I,' ~',. :" '~~f",)v . . PRli~f~~fnITY ~ .. II' J:y I
f' , .,,' ?'f~.-:t.,_.'\_)(,){x" x.,">/'J<(/Y;;:!;"'" '"' -,' .V I ' ~:x
+" ,'""~T'-C..c"'-',""'- ' :;(;;;:;:>y;'><;\ ;;7;<~'~<>~;:S?~, ,<,,0,0 I<:'~ >,;,' :
oo:! ,1 j' ,1':'" . -';!'i~((""r;;,ff' 1~0-'W :
:,f~~'1'1L~~~ I ;~'"r~ ~r ~~.,~~~-~-r~~, ~ ~ :~~11~~~ - . .... . .'-:::~::;: -: i>;;f ;;,~~'i
(M~TC~EX) ~ ; 48~~f_ I __ o;~_1____~4~'00 ----1-.-------1-- __ ;_~:.. /. ! IL-ii:i; .. "'. "
I 1 II 0.' . ~9.~ j I FL-487 6 '-^/y~"<-"\y'Jxxx.-/-"'--(',(v-J'^----.'..
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6"STM ~!:o.o~:- :;(.:..: :"':'.,'~ ~ .',' . ) _ .-.:.--:_ '-5"STMd:!:s';O:Oci.';'~:'_ ,,,-, , ~, '~_:'::'~;~ "-: ,"-;, '- _ ....2,:TM~-'= _ 4RR 7 ;'0..' ., ,-/,', ,c..co,," "'/'''>?',>.
1/_ t : Q ,},_,I/\:_J\ - 25r:..::::c - "-- .-J '_'lh...7< '- ,--'''-?( ''-'~...J.'--j(;-~-<:CJ'-./ "'-~~ "_ ,_ J_ ~/ "--",- '-'S.::::o""! '.xx'>;
FL=486.9 /' . ~ - I-'-;:~-"=-"":="'::':=''---''''':':'=''':-'''''::-=::'''':.:~'':'''---::'' '~:"""-"'::":"'~":""--:::::,l~4. "( . (<)(
I (MATCH EX, I ,P ./ L 13.00 ,~''...& "' """'..;;f-o / ~ 6" ~;{;,
CULVERT PIPE) 'i/,./ r' N89049'49":J 79.95 3,00-..., ':"", ').: 8,:~ V ~~~~V, . \3S
" II EXISTING ~ .., '0'" -- -, 5 00..L --- 2'::_:= ~FL=487.8 >.28 r ;$ \.'">".'
; I 6' WOOD Vl . --- v,/ -~ '-0:-: ,:>"')
; ~ I i I FENCE . ~ ~;:;;~~iEA~~~~~ ;. .". i ''0;. ~<(. ~'Z,
~ I ;:. Z;<>9<?~<~; 3~0%&-} EASEMENT EXISTING PROPO.:ED VARIABLE I ~~ \l~~O~ '~;:,
/, IN': ~ ,: ,.X,V"r/1_!",*~ ~~~~~!~:~~~~~ ~~~~~~Rt~;~E~FgJg JX~ .,~o~~\lG'\ ~~
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/ ~ ~ II ': VA~~~EfS~?oTH ~ ~ ~ ~~ ' ,x, :3SS
Vol ~ - I "'" I PRIVATE STORMWATER ~ '" ~f;< >cx )N~
~ j, I:,' ":. {10" COO::'INAGE EASEMENT 0' &z:> ~"~j ~
~ ~I, _.1,.:. I'" I CULVERT PIPE ,,'0 }" ';<) 70:
1 ~.I > ~I' I FL = 487.68 <," ~ ~x'%8gx&'X'SOY<?i&<;;8{X~
'I" :1;~ !: -1 ~E~/STJNG ~: to") '-~ ~Y-;.('/yV/X'<}Q(>y)(),"X""),_,,,,/\(
<\J,.,: 'l~--.l~~ I 7 PUE ~ g ;~; EXISTING
>i ; Vol i :'? r ""'.'.'-"" ------+ 10" CONC. c PARCEL 1 '" ',i' 6' PUE -I
r ~ .~ I I... I ~~L~E~~:'~{ ~ ~:gg ~g ~: ;ra~L ~~~~E~O~ FT. "'0'3 1/ /
I ~ <rJI I 45% LOT AREA = 3105lS0. FT. BUlLDING"AREA-=.2160'SC):' FT.
~ [:; i I SANTA BARBARA SANTA BARBARA
I ~ rl,' ,I,' ,"",-,,-,J, 1 6' WOOr;-- g:~A~ ~~R~~:APH g:eA~ ~.~~R~~:APH
" I I FENCE 025y, = 0.07 cfs 025y, = 0.07 cfs
I ~ / :~.'I ;~.w ~ i ':,; . ! ~ 69,05N89049'54"W 137.62! 68,57
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SEP = 4 2008
~ TAX MAP 17-02-32-43,
TAX'LOT 6802
Original Submittal
file:\2008\ 08-142 Nowak\ TENTATIVE PARTITION\ 08-142 TENTATIVE PARllllVl, 082108.DWG
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Western Title&Escrow
Western Title &: Escrow Company of Lane County
497 Oakway Road, Suite 340
Eugene, OR 97401
Office Phone: (541) 485-3588
Office Fax: (541) 485-3597
Tt.ns REPORT IS FOR THE EXCLUSIVE USE OF:
PUBLIC RECORDS REPORT FOR SUBDIVISION
Branch Engineering, Inc.
Attention: Renee Clough
310 5th Street
Springfield, OR 97477
Date Prepared: August 27, 2008
Report Number: 13532
Fee: $200.00
Local Government Lien Search: $15.00
(I) Definitions:
CONDITIONS, STIPULATIONS AND DEFINITIONS
(a) "Customer": The person or persons named or shown on this cover sheet,
(b) "Effective date": The title plant date of August 21, 2008.
(c) "Land": The land described, specifically as by reference, in this public record report
and improvements affixed thereto which by law constitute real property.
(d) "Liens and encumbrances": Include taxes,.mortgages, and deeds of trust, contracts,
assignments, rights of way, easements, covenants, and other restrictions on title.
(e) "Public records": Those records which by the laws. of the State of Oregon impart
constructive notice of matters relating to said land. '
Public Records Report
Page lof 5
'..
eat~ ~i~Iij'6tJ;
SEP ~ 4 2008
Original Submittal
.~.
Western Title&Esc'ow.
.,
Report No. 13532
(II) Liability of Western Title & Escrow Company of Lane County:
(a) THIS IS NOT A COMMITMENT TO' ISSUE TITLE. INSURANCE AND DOES NOT
CONSTITUTE A POLICY OF TITLE INSURANCE.
(b) The liability of Western Title & Escrow Company, of Lane County for errors or
omissions in this. public record report is limited to the amount of the fee paid by the
customer, provided, however, that Western Title .& Escrow Company of Lane
County has no liability in the event of no actual loss to the customer.
No costs of defense, or prosecution of any action, is afforded to the customer.
In any event, Western Title & Escrow Company of Lane County assumes no
liability for loss or damage by reason of the following:;
(c)
(d)
1.
2.
3,
4,
5.
6.
7.
Taxes or assessments which are not shown as existing liens by the records of any
taxing authority that levies taxes or assessments on real property or by the public
records.
Any 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. ..
Easements, liens or encumbrances, or claims thereOf, which are not shown by the
public records. .
Discrepancies, encroachments, shortage in area, conflicts in boundary lines or any
other facts which a survey would disclose,
(i)Unpatented mining claims; (ii) reservations or exceptions in patents or in Acts
authorizing the issuance thereof; (iii) water rights or claims or title to water.
Any right, title, interest, estate or easement in land beyond the lines of the area
specifically described or referred to in this report; or in abutting streets, roads,
avenues, alleys, lanes, ways or waterways.
Any law, ordinance or governmental regulation (incl)Jding but not limited to building
and zoning laws, ordinances or regulations) restricting, regulating, prohibiting or
relating to (i) the occupancy, use or enjoyment of the land; (ii) the character,
dimensions or location of an improvement now or hereafter erected on the land; (iii)
a separation in ownership or a change in the dimensions or area of the land or any
parcel of which the land is or was a part; or (iv) environmental protection, or the
effect of any violation of these laws, ordinances or governmental regulations, except
to the extent that a notice of the enforcement thereof or a notice 9f a defect, lien or
encumbrance resulting from a violation or alleged. violation affecting the land has
been recorded in the public records at the effective date hereof.
8. Any governmental police power not excluded by (II)(d)(7) above, except to the
extent that notice of the exercise thereof or a notice of a defect, lien or
encumbrance resulting from a violation or alleged yiolation affecting the land has
been recorded in the public records at the effective date hereof.
9.. Defects, liens, encumbrances, adverse claims or other matters created, suffered,
assumed, agreed to or actually known by the customer.
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SEP ~4 2068
Public Records Report
Page 20f 5
Original Submittal
~
Western Tiile&Escrow
Report No. 13S32
(III) Report Entire Contract:
Any rights or actions or rights of action that the customer may have or may bring against
Western Title & Escrow Company of Lane County arising'out of the subject matter of this
report must be based on the provisions of this. report. No provision or condition of this report
can be waived or changed except by a writing signed by an authorized officer of Western
Title & Escrow Company of Lane County. By accepting this form report, the customer
acknowledges and agrees that the customer has been afforded the opportunity to purchase a
title insurance policy but has elected to utilize this form of public record report and accepts the
limitation of liability of Western Title & Escrow Company of Lane County as set forth
herein.
(IV) Fee:
The fee charged for this Report does not inciude supplemental reports, updates or other
additional services of Western Title & Escrow Company of Lane County.
.'
'1,
r Date Received:
i: ,
,~~
SEP - 4 2008
Original Submittal
Public Records. Report
Page 30f 5
.~
Western Title&Escrow
Report No. 13532
REPORT
Report Number: 13532
Effective Date: August 21,2008 at 5:00 p.m.
A. The land referred to in this public record report is located in the County of Lane,
State of Oregon, and is described as follows:
Parcel 2, Land Partition Plat No. 2007-P2141, recorded June 29,2007,
Document No. 2007-044332, Official Records, in Lane County, Oregon.
B. As of the effective date and according to the public records, we find title to the
land apparently vested in:
David M, Nowak
C. And as of the effective date and according to the public records, the land is subject
to the following liens and encumbrances, which are not necessarily shown. in the
order of priority:
1. 2008-2009 taxes a lien in an amount to be determined; but not yet payable.
2. Note: 2007-2008 TAXES ARE PAID IN FULL and are being shown for informational
purposes only. This exception will not be shown on a title insurance policy.
Original Amount: $1,532.09
Tax Lot No.: 17 02 32 43 06800
Account No.: 0130128, Code 01900
(assessed with other property)
3. Terms, provisions and conditions of easement, including but not limited to maintenance
provisions contained in instrument
Recorded: March 8, 2006
Document No.: 2006-015440, Lane County Records
4, Terms, provisions. and conditions of easement, including but not limited to maintenance
provisions contained in instrument
Recorded: March 8, 2006
Document No.: 2006-015441, Lane County Records
5. Terms, provisions and conditions of easement, including but not limited to maintenance
provisions contained in instrument
Recorded: June 29, 2007
Document No.: 2007-044335, Lane County Records
6.
Improvement Agreement including Notice of Potential Assessment Lien, between the
City of Springfield and Garth B. White and Dannika D: White, including the terms and
provisions thereof,
Dated:
Recorded:
Document No.:
March 21, 2007
June 29, 2007
2007-044337, Lane County Records
Public Records Report
Page 4 of 5
e~ti ~~'l6I\1f1E1;
SlfP = 4 2008
~Ubmiltal
Western Title &Ese,?"
l
r
"
.
Report No. 13532
7. Easements, conditions, restrictions and notes as deline9ted on the recorded plat.
Note: New Tax information for the year 2008-2009
Tax Lot No.: 17 02 32 43 06802
Account No.: 1810538
END OF REPORT
Any questions concerning the Public Records Report should be directed to Jerrilyn Eggerat
541-431-3710, or email at ~ooeria)west..ntjtle.cnm.
!-..
Date Reseives:
SEP a 4 2008
Original Submltta'
~ubliC Records Report
Page Sof S
~
Western Title&Escrow
~\
:T
'6"1..0'
100
THIS TAX MAP IS FOR YOUR AID IN LOCATING YOUR LAND WITH REFERENCE TO
STRE~ OTI.ER~ELS. WHILE THIS TAX MAP IS BELIEVED TO BE r.ORRECT,
THI :l3C~ffl M SU S 0 i lABILITY FOR ANY LOSS BY REASON OF REI lANCE
TftiIfEON. . "'-\\.1\
. 0 0
~'O ~ W
- .; - 0:. ~ 6900
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LAND. PARTITION. PLAT NO.__
PARTITION PLAT 2007-P2141
FOR
DANNlKA D. & GARTH B.WHITE
A REPLAT OF LOT 56 OF THE E, M, HINSHAW PLAT
SE 1/4 SEC. 32, T. 17 S., R. 2 Wo, W.M.
SPRINGFIELD, LANE COUNTY, OREGON
17 JANUARY 2007
SCALE 1" : 20'
f/.J'IIlDfJ(){NrACCCSSAND
':t'i&~uro.;;OO6~71trWoR -. ~ s' PUf- 3
I ___ ___________________...c._____.:...._______ ---1 FNDJ/f;~J'i1~.
I. " I 0.17' C ,
c.- .. S8!rH'(J(J"[ 217.80' (R.1) I .' '
e..... "-"" r5O.00 A l--l ,;
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tr) ... .1 ,..;"". S89"f4"tXJ"c80.2S' --.. .. ... IJ.OO'
~ I :I\-t. '. III ~:.w~;.;,..TCAC~s.H;.<;Otmr ~
r-... ~ I S6J'~'J2"W 28.90' PER RECEPTION /2OOfj-D/5<<O, LCOOR '
'" I g ,I -VNMBlE WlDi1f PRTVATr IIrruTY fASDlOff
........ PfR RECf.P1ION 12007-~. LCODR
&:: ~,
a :::, I . ~: PARCEL 1 ~
en a ~ I' ,: ~: 6417 SF ~
:I'm> V2.i l! ~, ~
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n oos N# tPfR ReCEPTION 11OO7-~~ LClJf)fI ....
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(SET IN R.t)
SUB 2Q06-()()()22 O. W S
JSSCSSGRS IIAP; 17-02 J2" .1 tAX Lor 6lJ(}{} j 0.08 W
lXJCI.JtJOff CRf:ARD ON 0E:S/CWCf 2N, /HKJIT ffP:j'64(K .!PC-"MZ fl.Ml
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(FLAG ~ 13742 SF)
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~Goebel BnciD<eriD& " Sun.,m,
, _ IlIftIJIllIl ..-
..."""";.~=--
FNO J/~"fR(JN PIPt~ ~
HHOAS Nt:JRT'HEAST \
CORNER OFWT 6C
(SET1NR.1)
@!
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8
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0ATt:~. Jo7
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8Y~_
I LANE COUN7Y SURV[YORS orncr
CS nu NO. Ir'058Y,
ffUNG GATE: ~J'r._rc---
.
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_2007 ~:11:~ M
1I"It-f'MT tnl2-1....... alSNJOI07
f40.00SlO.COSU.OO
LEGEND
o fOUND ~"' AS HOffD
. SEt 5/8" XJO" /RON ROO wt7/f rcuoW
PlASTIC CAP MARKfD "G..r,s PlS 2280~
PlJ( PlJ8UCU1/UTrWOtlENt
RjW RIGHT-OF-WAr
aXJf'R Wit COUNTY ORfGQN Pl."" RECORD
LC(){)ff IAN[ COUNTY 0RfG0N Dff() RtCORD
-^v liNt NDr TO SCALE
@> LOr NUMBU? t. /,I. HINSHAW PUT
REFERENCES
R., [. U. HINSHAW PlAT
BOOK 12. PM;C 20, LCOPR
NOTES
I. MWURfD DlSrAHCE [QU4l.S. RECORD asTANa
IJNUSS 0TfiU/WfSC NOreD.
2, - NO "(}INC, STFWi:Tu;ti.~ TReo. SHRUBicRY.-
OR (J1/iffl OB5TRfJCTI()N SfW.L BC PfN:;[l),OR
LOCATE() ON. OR IN, A PfJ8UC UTlU1Y EASOtifI<<.
~ RIEGISTEREO ~'
PROf'"ESSlONAL J
LAND 5URVEYOr.-j
L'IJ:_~I[\I,lr~ W--TJ
SHEET 1 OF Z
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LAND PARTITION Pf.,.4T NO,
PARTITION PLAT 2007-P2141
FOR
DANNIKA D. & GARTH B. . WHITE
A REPLAT OF LOT 56 OF THE E. M. HINSHAW PLAT
SE 1/4 SEC. 32, T, 17 S., R. 2 Jr., Jr.M.
SPRINGFIELD, LANE COUNTY, OREGON
17 JANUARY 2007
SllRYRYOR'.q ..g.~,....~
~scorr J. r;()fEJEI. A .-.,..,~..........._ LMQ~.()Q HEREBY ClR7/fY mAT I
H4Yr Cf)({REI:T/.y S~D .4ND MWKCD I'IJIH PROPfR UONI.AICNTS. AHO IH4T IHC
/NlTIIlL POINT {$ A SU fJ/8" X .JO"/RON ROD III1THA If"llOlf'PUSTIC eN" MAI/KW
't.E.5. PlS22{J(): 1ICfVf.LOIfI/NCOCSCRt8CJ)PU.T:
A POROON OF THE. sotffHfAST QU4KTUl OF SECTION J2, TOIfNSHlP 77 SOUTH,
rwa J wrsr or THe WIll.JIMETTE ItiERJDIAN, BDNG LOT ~. E.U. HINSH4W. PUT.
AS PlArTfD AND RECOROffJ IN BOOK 12, PAGf 20, LNC COUNTY OREGON pur
RfCtJRflS, .u.so 8O/G MORE pNmaAAR/..r fJfSal18{D AS flUOItS-
COMNfNCIN(; Ar nE: NORTHEAST CORNER OF tor 60 OF SAA:I E.jt ~NSHAW PU.T:
THmCE rou.OWINC ALONG nc <ASTCRlY LINE OF s.w PlAT. SOUTH (fIJ'OO"1IfS1
J99.73 ra:r TO THe rRUE: POiNT OF BEGiNNINC;,fHlNCC /..!A'<fN(J SAJO WTERLY
(fNC. NORTH 89'U'OO"1I'EST217.80 I"EErTOA PO!NTON THEU\SrrRiY
RICHT-oF-WAY OF sotmI 47TH STRED; SAID POINT BEING 30.00 rm f7?0M. WHEN
t,l[ASURCD,4TR/GHTANGlES TO, THCcom.RI.MOFSAlDSOUTfi47THSTRf.U:
THfNCC fOt11JW1NG ALONG SAID fAS1fRt.y RtCHr-OF-lfAY. SOUTH iTIJ'oo" WfST
99.9J FU.T; rHENCE: WI1NG SAJO EASrfRLY mGHr-OF-WAY SOUTH 8'N4'OO. f)ST
217.sa Fm' ro A POiNT ON mE ArORDlfNTIONfOWrmy UNC or SW,C.U.
H/NSH4W PlAT; THENCE: FOUOWlNC ALONG SAID fASrrRf-Y UNC, NORTH 0'13'00'
EAST 99.93 FrrT TO THE 'TRUE POINT OF BFGINNING, CONrNNJNG D.!iO ACRES,
MORE OR ILSS, ALL /IMHlN SAJO SCCT1QN J2. SPRlNGFlEUJ, lANE CWNlY. OReGON.'
~.-P~
searr J. ci&fm PI..S /2280
r I\:"GI5T~R"D .
PROrE6Sl0NAl .:
LAND SURVEYOI-f :
1A.;: J;!.l.fJl
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.~:~.,~..-..
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ITol
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.
.....
r-::>
=
=
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~TIYE
!nti"SlIR\.fl' WAS Pf'RfDRUfD AT THE: ReQUfSt OF ffll". PROPeRTY OWNER. THE:
~S[ OF THI5 SURffi'WAS 10 PAH111ION LOT j6 OF me C .11. HINSHAW PUoT.
Ir AN{) ReCORDED IN EJOOK 12, PAGE 20. lNiC COUNTY OREGON PlAT
. AS DlRCcrw SY THE: OWNCR ANO IN ACJ:IJRD4NCC wm; ORS 92 AND 2V9.
. OF. /JY.RlNGS FOR THIS SURVCY HeLD Tfil FOUND UONUllfNT' AT rHC
EAST CORNeR 0; LOT (j() AN{) THE fOUND IION/.I/JCHT AT THE SOUTHfA5T
=()FLOr~. WHlCHC'STNJUSHCDTffCCAST8Of.INI)ARY.TH(lIfSr
NDAKr WAS oarRM/NED fir HOtOlNC TH( PUrreD OIIt1[NSION or THE LOrs,
I CH ACRCED WITH THE: FOIJN() UONUItlENT AT THE S()IJ1H;(CST CORNCR OF LOt
.~n1f: NORmAND SO/ffH (J(){JNf),(R/CS lIf:RE DOrRU/NITJ SYJ>R0R.4TlNG ~
'RD/{lH-SCl.JTH.DiMCNSIONSOFLOrs~-60. mtsFWORAr/QNCNJSEDf/IOfwtro
.~c 99.9.} FCCT AS OPPOSED TO THE /00,00 rrcr PtATTClJ DIUCNSlON.
~ rc tSOO AND ASSOClATfO fOtJIF'/,lCNf/IDlt"1JSU) TOPfRfT)RI,{ THIS
""""
SUB 2006-00022 J
A5SCSSORS MAP; IT-02-J2 f.}, T,4X LOT 680/11
iXJCU.ffNT CREAfW ON OCSJCNJIT 2JO. INKJIT HPSl64ao\. JPC-4U2 nU/~
DECLARA710N
KNOW AU fJfN fHAt lWIN1KA D. AMJ G#RlH fJ. 'ffH/TE (OCCI.AR4NTS) ARE THE
OWNfRS IN FC( SlAiP[( OF THE: UMJ OESCRIBED HfRfON AND rm.t THEY 00
HU/f8Y PAJffl110N "THE SNI( AND CAlISE: 1HlS PLAT ro Sf: PRfPNfCO IN
MXXJRtJANCC WITH 0IAPTfRS !12ANfJ209 OF THE OREGON RCVISCD SfA1tIIn: AND
DUJiCATE TV THCPUBl..ICf'C!Rf'VCR THE rlf/OCNKJ rHC5' It1OCPl./BUCI/TIUTY
CASEIJENTAS SHOIfrl HfREON.
THE 0CCI..NlANTS AI.SO ACKNOII'tUJGF; THE PRNArE ACCESS EASDIVfl ACROSS
PARCaS , Nfl) 2. RCC'OI/DED 8 WtRCH 2006 IN RCCXPOOH H(IMlJER
2006-QI5<<o. /.ME CQUNTYOREGON 0CfD RECOROS, lOR me 8fNUIT or pmca
2 MiD THE S/XXESSORS, ASSIGNS AN!) 8CJiU1CW?t(S OF PARCEl 2 OF THIS,PLAT.
THE fJEa.JrRANTS AI.SO ACKNOWI.flXiC THE PRfVArE UTIUTI' F:ASDICNT N;ROSS
PN?CaS I ANO 2. fl)ff' THE BfNEnT OF' PARCa 2 AND me successORS.
ASSIGNSNiD 8ENUK:tN?/[S OFPARCE1. 20F THIS PlAT. SA/f)CASCIIENT lr4S
CRCATEDBYSf'PARilrEOOCtJI.IO{T.
,He DCCUIWflS AlSO ACKNOM(()Gf THE VARI48lE WIOTH PRrVATC ACCfSS
CASDlCNT ACROSS PARCEl. " AS CREAlUJ lJ'( S{PARATf: ()(J(;VUEJIT.
-I().,.;, f.t/ /,Th;..
[)ANNJJ(). D. Wf/ITC
~A f\ U'; .;t,.
""""""""
ACKNOIrLEIJGlIfENT
STATf OF OREGON )
COUNTY OF /.AN{ ) ss
- rHE:Rr'PfRSONIJ..LY APPfARcD 8fF()Rf IIIE T/fC-I\8(M"-NMtCD- DANNlKA -D. AND
CNi'TH 8. WHTTC, AND ARC KNOWN 10 IJf TO BE rnr [DCNrJCAL INOMOUALS I>>1Q
o:rr:UTW fH[ FOf?fGO/NG INSTRUIJCNT ANO - 00 HfREBY ACKNOWl.i:DC[ SAID
INStRUMfNr TO Be 1HClR 'IOLUNTARr AU AND oem
SlJBSCRfSCO AND SWORN TO BEFQRE ME
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RECORDED
DAlE: 29J"""".~
..,_Or;;;,;;
llANf COUNrY SURVEYORS ornet.
CS {[[ NIl. 'fe.5M
Fj/fNG lMrf: )9..';"'. WL IC~
~.~ = ~:..;!r 2OOH4mZ
11~~II[fi.llnlll.!Jllllllllm $&100
Ml/1l1!t 09:11:56 M
IlJlIi...I"IIl CIobl Stn.l CA5HJmfTt
MO.OOtlO.OO'I1.00
OJ1NK1/ k PA1n'!11f!lfJfJ1
{W{N/KA o. AND GAR1H 8. tn1fTt
,U5S. f7THSTRCCI
SPRINGFIElo. OR 9TfT8
NOTES Ik RESTHICT10NS
llEASUREO DlSTN/CE COUALS /?(CORfJ OO,ANCC //NIESS OrHfRWlSl NOrm.
2. NO _ fJU/UJING, STRUCIURC. ME. SHRtJ88ffrY. OR OTHER 08SfRUCOON SHALL Be
PlACffJ OR lOCATED ON. OR IN, A PU8I.JC UT1UTY CA5DJCNt.
J. AN AFflDAV1T or CQNSCNr (CONctJRRCNC( TO Pl.AmNG) f1<<JN SHea CQllMUNfTY
CRfI){f IJNtON fOR THAT CBlTAIN /IN! OF CREDIT ()[fD OF fRUST RECORfX1) )1
~i?Ytn: ~E~~'::f!f~~88foor:?~~tfS,~
cOONlr Uffl:.WN ()ffJ) RCCORDS.
f. AN Mf1DA'M- or CONSENT (CONCUflRENCC TO pu.mNG) FROII /JORtCACC
accfRONlC RfClSTRAr10N SYSTEMS, INC. TOR IH4T CfRTNN Of[D or 1RtIST
RITOROCD 22 JUNC' ~ IN RECEPTION NUIrI8ER 2005-Of5-f89, AN() NJfNQCfJ
fIr A PAKTW.. RCCOMfl'ANCC RfCOROCD 6 fJECOIBER.2006 IN NfCCPTION
NUMBER 2006-087<15T. SAID tlFflDAvrr fS RECOROCD ON ~, 2007 III
ReCEPTION NUllBER 2007- ~, I..NIC COUNTY OREGON OEfD RECORDS.
APPROYALS
CfTYOFSi'RlNCncW.'
._~w~
p~; /
,~[c,;;. .
VNE COIlNTY;
. ~ J". du..-< <i..
~ ~"VvttirJU~t,:,.:,Vi<'
I
i:
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0'"
Z',/lMft2"t:l7
.."
r.,!Zf/,,/
OATE
SHEET 2 OF 2
nt.E: ...\O~9-os-\~\.wv,:ilj'AnjJ7.()fr[;
PlOf GATE: 7/MR 2007
~
VVestern
Title & Escrow
WESTERN TITLE & ESCROW COMPANY OF LANE COUNTY
PRTV ACY POLICY NOTICE
June 1, 2005
Western Title & Escrow Company of Lane County is dedicated in providing a basis of trust with you,
our customer, and the public we serve. With respect to the privacy expectations of today.s consumers, and the
requirements of applicable privacy laws, the Gramm-Leach-Bhley Act (GLBA) has been enacted to protect me
privacy of nonpublic personal information relating to consumers and customers. GLBA generally prohibits any
financial institution, directly or through its affiliates, from sharing nonpubJic personal infom1ation about you
with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and
practices. "
We are providing you with this document, which notifies you of. our privacy policies aDd practices. \Ve reserve the
right to change this Privacy Policy Notice ITom time to time consistent" with applicable privacy laws.
rn the course of our business we may collect nonpublic personal information about you from the following sources:
.a Infonnation we receive from you, such as your social security number and information from applications or
other fonnswe receive from you or your authorized representatives;
.. Information about your transaction we secure from. our files, or from our affiliates or others;
" Infonnation from our or other internet web sites;
. Infonnatiori. we receive from a.consumer reporting .agency;
infonnation 'we receive from others involved in your transaction, such as the real estate agent or lender;
and
. Information from the public records maintained by governmental entities that we either obtain directly rrom
those enIities, or from our affiliates or otbers.
We may disclose any of the above information [hat we collee! about our customers or former customers to our
affiliates or to nonaffiliated third parties as permitted by law.
We also may share your personal information:
.. to agents, lenders, brokers or representatives to provide you with the services you requested; and
II to third-party contractors or service providers who provide sen'ices ot perform marketing or other functions
on OUT behalf.
In addition, we will disclose your personal information when,you director give us permission, when we are required by law
to do ~j or when we suspect frAudulent or criminal activities. We also njay disclose your personal infonnation when
othern."ise pennitted by applicable privacy laws such as:when discJosureis needed to-enforce our rights arising out of
any agreement, transaction or relationship with you.
We restrict access to nonpublic personal informanon about you to those employees who need to know that
infonnation in order to' provide products OT services to you. We maintain physical, electronic, and procedural
safeguards that comply with federal regulations to guard your nonpublic inlormanon.
GLllA. WOL o;sclo,....,
Rcv.06JOJ/OS
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Date ~@6~iv€lfl:
SEP - 4 2008
Original Submittal
l\ LANDAMERICA
PRIVACY POLICY NOTICE
Dear LandA.merica Customer:
The Financial Services Modernization Act recently enacted by Congress has brought
many changes to the financial services industry, which inCludes insurance companies
and their agents. One of the changes is that we are now required to explain to our
customers the ways'in which we collect and use customer information.
"
The statement attached to or on the reverse side of this letter is the privacy policy of the
LandAmerica family of companies. The t1uee largest. members of the family _
Commonwealth Land Title Insurance Company, Lawyers Title Insurance Corporation,
and Transnation Title .Insurance Company - may issue policies and handle real estate
closings in virtua1ly every part of the country. A number of other companies in the
family provide other real estate services, and some operate more locally. You may
review a list of LandAmerica companies on our website (www.landam.com). You may
also visit our website for an explanation of our privacy priictices relating to electronic
communication.
Our concern with the protection of your information has been a part of our business
since 1876, when the company that is now ComriIonwf11thLand Title Insurance
Company issued its first policy. We will continue to pro~t the privacy, accuracy, and
security of customer information given to us.
No response to this notice is required, but if you have questions, please write to us:
LandAinerica Privacy
P.O, Box 27567
Richmond, VA 23261-7567,
LandAmerica Comoanies
ntl~ 1/l..hlrO.llct. Co'!fC!!UU~s: Commonwealth ~d Title Insurance Compaoy~ Common:+vealth Land Title Insunmce Company of New
Jmcy,IndustriaJ Valley Title Insuran<:e Company. Land TiUe Insuran<:e Company. Lawyer< TiUe Insurnnce Corporation, Title Insurance
Company of America. Transnation Title Insurance Company, Transnation TiUe InsuranCe Company of New York
Reloce1iion and Mortl{aJ{es..: Commonwealth Relocation Services" CRS Financial Services, Inc.. LandAmerica Account Servicing. Ine.
Tille AI"'"'.: Austin Title Company, AT ACO, Inc., Albuquerque Title Company, Atlailtic TiUe & Abstrllet Company, Brighton Title
Services Company, Capitol City Title Services, Inc., CFS Title Insurance Agency, Chmeston TiUe Agency; Charter Title Company of
Fon Bend, Galveston. and Sugarland; Commercial Settlements, Ine., Commonwealth Cand Title Company; Commonwealth Land Title
Company of Austin, Dallas, Fon Worth, Houston, Washington, Congn:ss Ab= CorP., ComCfStone Residential TiUe, CUmberland
Title Company, /,,,,( Title & Escrow, Inc., Gulf AUantic,lIllrbolll" Title. IlL nUeAgency, Lawyers Title Company: Lawyer< Title of
Arizona, EI Paso, Galveston, Nevada, Pueblo, San Antonio, Lawyers Titl. Settlement Company, Lion Abstract, Longworth Insured,
Louisville TiUe Agency of CenIral Ohio, Lorain County Titl. Company, MIl Title Agency, NW Lawyers Title Agency, Oregon Title,
Parli Title, Partners Title Company, Pikes Peak Title Services. RElAilinn TiUeAgency: Rainier Title Company, ResidentialAbstrac~
Residential Title. Rio Rancho Title, Texas TiUe Company, Title Transfer Servi<:e, Inc.. TransOmo Residential Title Agency, Transnation
TiUe 8< Escrow, Union Title Agency, University Title Services, Wilson Title Company
ADD1"alstJI.s and Ancillorv Service!,' LandAmerjca OneStop. Inc.
,
~:.
Date Reseivefj;
SEP - 4 2008
FORM ,391.(, (Mal' ~n('!)
Original Submittal
LA.1WAMERICA PRIVACY POLICY
What kinds of information we collect. Most of LandAmerica' s business is title insurance, but there
are companies in our family that provide other real estate. s~ces to consumers, We collect
information about you, (for instance, your name, address, telephone number), and information about
your transaction, including the identity of the real property that yoti are buying or financing. We obtain
a copy of any dc:c:ds, notes, or mortgages that are involved in 'the transaction. We may get this
information from you or from the lender, attorney, or real estate broker that you have chosen. Our title
insurance companies then obtain information from the public reco~ds about the property.so that we can
prepare a title insurance policy. When we provide closing, escrow, or settlement services, mortgage
lending, or mortgage loan servicing, we may get your social security number, and we may receive
additional information from third parties including appraisals, credit reports, land surveys, escrow
account balances, and sometimes bank account numbers to fa9ilitate the transaction. If you are
concerned about the information we have collected, please write to us.
How we use this infOrmation. The company giving or specifically adopting this notice does not share
your infonnation with marketers outside its own family, Therei.s no need to tell us to keep your
infomiation to ourselves because we share your information only to provide the setvice requested by
your or your lender, or in other ways permitted by law. The privacy laws permit some sharing without
your approval. We may share intemaJJy and with nonaffiliated third parties in order to carry out and
service your transaction, to protect against fraud or unauthorized transactions, for institutional risk:
control, and to provide information to government and law enforcement agencies. Companies within a
family may share certain information among themselves in order to ideIrtifY and market their own
products that they think may be useful to you. Credit information about you is shared only to facilitate
your 1ransaction or for some other purpose p=itted by law;
How we protect your information. We restrict access to nonpublic personal information about you to
those employees who need the information to provide products or setvices to you. We maintain
physical, electronic, and procedural ,safeguards that comply with law to guard your nonpublic personal
information. We reinforce the company's privacy policy with our employees.
iI
Agents that may be covered by.this policy. Often.. your transaction goes through a title insurance
agent Agents that are part of the LandAmerica family are covered ~y this policy. Agents that are not
part of the LandAmerica family may specificaUy, in writing, adopt our policy statement.
(-.
Date R€l6eivtad:
SEP - 4 2008
Original Submittal
FORM 3391-6 (May 2001)
~
VVestern
Title & Escrow
WESTERN TITLE & ESCROW COMP ANI' OF LANE COUNTY
PRNACY POLICY
June L 2005
Title V (If the Gnmm-LeachwBliky Act (Ol.BA} :;cncrally prohibits ~ny ,fimwclOll insritmitln. diret'lly or thmugh ils affiliates. from
shilling nonpublic personnl information about" consumcr with a nonaffiliated third party unle" the institution provides thc
consumer with a notice of it~priva('y polich~~ a.nd practices., such ar.; the type of infonnation that it wHeeLS about the consume!"
and thccuLCgories of pen;ons or ~nlities.lO whom it may he disclosed.
Financial inSliturion~ can indudc Lille in~urancc companies. rille insurance agetw;'; ,>urvcy C'ompanie5. 3HMoeys..
appraisers. nood certification pro\'ictcrs, Ilnd other providers of <;ettlemei1[ services on Tc.~idential transactions.
In c\,)l'l),plioill\:C wiLh lhe aLBA, we do not share nonpubiic persollal illfunnalitlfl ahoul" consumer with a
nonaffiliated third party, unless allowed by law.
In compliance with \he GLBA, our prh'acy pmcticcs regarding nonpilblic pcrsonai financial infonnation of
com,umel'$ and Cl.lsttlmers (as defimi{lby GJ.BA)urc as foll()w$~ !:ohject w'any exceptions as permincd'by law.
. We pcotecl,nonpuhlic personal infonnation of customers and consumers.;'
. We allow :lccess on nc.ed to kno......' ba.')is only. Only companypcrsomle-l v.:'ho need Lo know can access, lhe
information.Examples mi1Y include accounting per<:;onneI. titlc examiners. [}tle underwriter personnel,audilors, cscrow cloc;.el~
nnd their assjstanls.mana~emcn1. ~canning personnel. and ~!ajms relared investigalion pers:onnel, jm:ludjng hut 'WI limiTed lp rcl'rlinr.d
cQunsel. .
. We aUlHV cm.lomers and,c.:onsumcr!' roreview Ihcir rHlIIpoblil... pcr~{'nal information thDI we ha\'c collected, and \Vc allow lhcm
fO provide us with requesIs fur amendment or dcJcliDnof suchinformatl<ln. to "'hich we wllJ rea~onabl; respond.
. We rtquire cons~nt fmm II p['(']1(:r pi'li'TY 10 lhv Iran"al'liur; ll:rnl\'id(.' nonrup!k rcrs;mallnformmk,n rc-1aling to their
transaclion, which includes closed transactions.
. We maintain phy~ical, eJ~(;tronic. and procedural safeguardsthar c(,.I[nply Vr'ith law to guard the nonpublic
personal information. We allow only authorized perscnnello review the infonmirion. arid we keep dosed files in
~ecure SLol1:lgc. with limited i;ll.:CCSS. or we :;;t(lre the files <m computer with limilcd pas~word access_
. We gcool1l11y dn nOt keep copies of creoit reports. loan applications. and lax rerUmit on <.:onsumL."TS and customers.
. If we ~hare ~tanertitlc information, we don't share nonpuhHr pe.r.~onal infommtion, such a~ sales price (unless it is rublic
information), policy numbers. OrlimOLJnl or insLJrance on nwner's polidcs i~sued [0 customers.
. v..rc;:, don't share nonpublic personal information, such as~ocial securily flumhers and bank account informa1ion, B~
mlilY be shown on afDtlavit$ of indemnilY, instruction~ I!? escrou,.'~ \)r a!' ma)i,he pnl\.idcd by a priilcjpal, lender, broker or
real estalcag-ent.
. \\,"c reti~)dicany in[onTl nur pcnoonnd iihoUl our polil..'Y.
. We don't shl;lrc nonpuhlic perslln~l information ...vilh independer't comr.U:':16rs, unless. they h<l\'c i1 need in
thC'pl\lC:-C'~5itlg ~')f tilt: U....tnsadiun as allowed by'law.
Dated: June 1. 2005
Wcstern Titlo & Escrow Company of Lane CounlY
GLTlA.\\'Ol.l'ti\':J.C\ Pnlkv
Rc\'06/01/D5 . . .
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Oatt~ R8611iv6d;
SEP - 4 2008
Original Submittal
September 1,2008
To whom it concerns,
lknow that David Nowak isdeveloping some property at 44'1 SA?'" St. I live just to the north of
him, and have an easement along the south of my property. I am aWafe with him developing the property
that the easement will be paved on my and his 101, for driveway access to his lot and possibly mine in a
future partition.
Thank you,
'7r<h + In}'!!u v-
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!Date Received:
SEP - 4 2008
Original Submittal
ADDRESS OF JOB
OWNER
CONTRACTOR
CONTRACTOR
LOT
BLOCK
REMARKS:
ADDRESS
ADDRESS
~DDRESS
TRACT
r
j.-fff7
i l:f-J
, i :
~~,!
445 South. 47th Street
ADDRESS OF JOB
Leo G. K 1 ud
OWNER
Owner
CONTRACTOR
Owner
CONTRACTOR
LOT
BLOCK
REMARKS:
Reroof res.
OWNER
CONTRACTOR
CONTRACTOR
REMARKS:
'''';''is
#-4:--
DATE
PERMIT NO.
INSPECTIONS MADE:
TYPE
DATE
VAL.UE
FEE
BY
1,_
Date Received:
SEP - 4 2008
Original Submittal
CITY OF SPRINGFIELD - BUILDING. DEPARTMENT
Same
ADDRESS.
ADDRESS
ADDRESS
TRACT
ADDRESS
ADDRESS
ADDRESS
DATE
8-27-63
9-13-63
PERMIT NO.
3366 SP
9656 P
VAl.UE
300.
sewer
INSPECTIONS MADE:
"
TYPEl
P 1.umb. i nformat i on
Plumb. not ok'. used
DATE
9-5-63
DiDe to be
9-16~63
9-23-63
9~18-63
Is--&:;
VALUE
BY
Lee
removed
Lee
Lee
Lee
(;11
FEE
Sewer ok
Plumb. vents ok
j- _ I I~~ r....JI...'
DATE
PERMIT NO.
INSPECTIONS MADE:
TYPE
DATE
FEE
3_,00
1.00
BY
" I
07/24/2008 08:09 FAX 541 736
'1
CITY OF SPRINGFIELD PW
141002
i
"
PUBLIC WORKS DEPARTMENT / Engineering Division
Fax.: (54l) 736-1021
STORMWA TER MANAGEMENT SYSTEM SCOPE OF WORK
. - (Area belol. t!tis lin. filled 0111 by Applicallt) _
(please retuTII to M~tt Stouder@CityOfSpr/JIgfleld Public Works ElIglJ,.eriJIC; Flli # 736-102J, P"Olle # 7Hi-1035,)
Project Name: David Nowak Applicant:" David Nowak
Assessors Parcel #: 17-01-32-43 TL 6802 Date: 7/2312008
Land Use{s): sinele tamilv residential Phone #: .746'{)637
Project Size (Acres): 15,339 sa ft ~ 0.35 ae Fax #: 746-{)389
Appro:x:.l~f,~'0~o:~ Area: ,,9~53 "SQ ft ':?},l,ac . '.""~:~~~'~;';"I;'1>,;zen~~rnnchen~~eerinl:.comJ
Project Description (Include a copy of Assessor's map): An applicanon is being prepared to propcrty the parcel into two .
panhandle parcels. A paved driveway will need to be installed to serve the buildabje areas. The slorrowater system will need io collect
Ibe waler from the driveway and the future buildings. . The developer, David Nowak, was the developer for me adjaceot partition to the
south opproximaIely a)'C1lT ago. H. would like to install me sam. stonowoter system on Ibis project that was used for the previou,
projecI.
Drainage Proposal (Public connection{s), dischargelocotion(s), etc. Attach additional sheet(s) if necessary'
Pipe the roof Water from lhe future buildings to the roadside ditch. Drain the asphalt to a 6ft wide x: 80ft long X 3.5ft deep trench Ih.t
has been bacldilled with open graded drywell rock. The trencb would be intended to mainly infiltrate the waIer into the soil, but due to
lower than ideal infiliration rales and the possiblity of a high seasonal water rabie, an overflow pipe to the roadside ditch will be
included.
Proposed Stonnwater Best Management Practices:
- (Area he/m" tilis Thle filled 0111 bv rlle Citp and Returned 10 flU! AoolicantJ _
(At a minimum, all boxes checked by the Cllyoll Ihefram and bock o/llIis s!tea.shall be submined
for an applicarion to be ClJmp/ele for submittal, although olher regal/em.nts may be necessary.)
Draina!>e Studv Tvoe tEDSPM Section 4.03.2\: (Note. DB may be substituted for Rational Method}
I2f Small Site Study - (use Rational Method for calculations)
o Mid-Level Development Study - (use Unit Hydrograpb Melhod for calculations)
o Full Drainage Development Study - (use Unit HydIOgrapb Mefuod f~r calculations)
Environmental Considerations:
!2(Wel1head Zone: 'f~ 'f{l ., '" 0 Hillside Development: ,J A
o WetlandJRiparian: Nil.- 0 Floodway/Floodplain: . Nil:
o Soil Type: lo~ It ':PP^y~ - 11 r~'lloA d r_f !"'x 0 Other JUrisdictions: tJA
Downstream Analvsis: ..
J2( N/A
o Flow line for starting water surface elevation:
o Design HGLto use for starting water surface elevation; . j
o Manhole/Junction to take analysis to: J
Return to M~lt Stuuder!al Cirv of SDlip,.(ield, email: mstouder@ld.Sl>rin..dda!t.ilSiP~jV~~:736_1021 J
~.
SEP - q 2008
ReVised 1/1/08 Molly Momrl.n
Original submittal
!;of 10
" 07/24/2008 06;10 FAX 541 7J6.~1
CITY OF SPRINGFIELD PW.
14I00J
'. /
o
0'
lZJ
0'
o
COMPLETE STUDY ITEMS Fo,om,iol.UsoOnl}C -6 1~1108 I
* Based upon ,he information prov;ded on therronT a/this sheer, the/ollowing rf!.preS.;~nts a mInimum ofwhat is n"eededfor an
applicaflonlo be complere for submit/al with respect /0 drainage: however, this list should notbe used in lieu ofdy!!. Springfield
/JeveJopmeJ1t Code (SDC) or the Ciry'sEnginewing Design Manual. Compliance 'with the$e'r~q1,;rementsdoes nol constitute sire
appraval: Addil/olla/ sile specific illfom;aliolllll<>:l' b. required Nale: Upon scoping ~heel s/lbmittal, ~nsure completedform has
been signed in the space provided be/ow:
lnteri... Design St.ndardslWater Quality (EDSPM Chapter 3)
Re 'd J:!!j . .
a 0 All non-bwlding rooftop (NBR) impervioU.'l surfaces shall be pre-lreated (e.g. multi-chambered c.tchbasin w/oil
filtratioa media) for stormwate:r quali\)'. Additionally, a minimum of 5D'~ oflhe NBR impemous surface shall be
......ttreal.d by vegetated m.thods. ...
~ Where required, v.g.mtive stann water design shall be oonsistcnI wilh interim design standards (EDSPM S.ction3.02),
set fOM by the Bureau of Enviroomecital Services (BES) or Clean Water Services (CWS).
o For new NBR imp.rvious area less than 15,000 square fee~ a simplified design approach may be followed as specified
by the BES for vegetDtive treatment. . '
o If a stonnwater trealment swale. is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes,
bottom slope, and seed mix consistent with either BESor CWS requiremeiiIs.
o Wale< Quality calculations as required in Section 3.03.1 of the EDSPM .
l2I' All building rooftop mounted equipment, or other fluid contAining equipment located outside oflhe building. shall
be provided with secondary containment or wealhor resistant enclosme.
Geueral Study Requirements (EDSPM Section 4.03) .
o 0 Drain>ge study prepored by a Professional Civil Engin~er IicOIlSed in the .bte of Oregon.
o l2I A complete chain age study, as required.in EDSPM Section 4.03.1, includirig a hydrological study map.
I2J 0 Calculations M1CWing system capacity for a 2-year stnrm event'and overfldw effect!; ofa 25-year stonn event
o 0 ' 11,e time of concentratioo (Tc) shall be determined using a 10 minute start:timc fOr dev.loped basins.
Review of Downstream System (EDSPM SecIion 4,03:4.q
o .IZT A downstream dnrinage analysis as dc~cribed in EDSPM Section 4.03.4.C' On.site clrninage shan be governed by!he
Oregon Plumbing Special\)' Code (OPSe). .
o 0' Elevations of the HGL and flow lines for both city and private systems wh~re applicable.
Design of Storm Systems (EDSPM Seen!)>> 4,04) . ,.
[2]' 0 Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plail set.
JZl 0 Minimwn pipe rover .hall be 1 g inches for reinfDrced pipe and 36 inches for plain concrete and plastic pipe marerials,
or proper engineering calculatioDS shall be provided wbe>> less. The rover' shall be sufficient 10 support an 80,000 lb
IDad willlOut mUure Df the pipe SIrUcture.
o 0 Manning's "0" values for pipes shall be consistent with Table 4-1 oflbe EDSP. AU storm pipes sball be dosigned to
a<:bicve a miaimlDll veloci\)' of three (3) reet per second at 0.5 pipe fiLII b~ on Table4-1 .. well.
OlberlMisc ..
IZf 0 Existing and proposed contours, loealed at one foot intervaL Include spol,elevations and site grades showi~g how site
drains . ' .
JZI 0 PrivaIe st~",,~..,~ easements shall be clearly depicted on plans.when privslC .tOlIDwater t10ws from Dne "'~~."J to
anotber
o 121 Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of
residential building rooi!; (EDSP Section 3.03AA).. Additional provisionS apply toIhi. as required by the DEQ. Refer
to thl!l websire: WW\1J'.deo.stBteor us/wohrroundwaluichome hc:m formorednfonnation. .
o J2f Detention ponds shan be designed to limit runofftD pre-developmeDIl1il~ for the 2 throngh 25-year stOtm eveDIS
""ntiS/omls/,all be illcluded as all olfucJlDu:nl. uuide tlle/rollt COlIer, of tIlt! Slorlll.lfJala study
.,
"IMPORTANT: ENGINEER PLEASE READ BELOW AND SfeN! I
As the engineer ofrecm:rl. I bercby certify the above required items ""' campI ere and included with the submined stormWaler study and
plan set. 4 /Ill
Signature: /.uu.Jf~ . ~~~~~~\iv~"5!~
s~p c4 2008
Revised 1/1/0B Molly Markarl.n
, 10000
Original ~lJ\)Mli!~1
,
07/24/2008 06:09 FAX 541 736. 1
CITY OF SPRINGFIELD PW
I4J 001
,
I.
SPRINGFIELD
j,l l . ~. .
..
City of Springfield Public Works
225 '5th Street
Sprillgfield, Oregon 97477
~AX.
., Phone: 541-726-3753
. Fax: 541-736-1021
Date: 1ft'" /08
Total Number of Pages (including cover page) .J
TO: Name: K'2,Jif tlJ)l{c.~
Organizatton: ~1Ja/ fJJG).v{~.e..),.Jc:-.. .
Fax Number: 7t/J~ - 03&1
FROM:
. Name: ~.S;")?tC70;J
Phone: 12/;- P/3/
J\1ESSAGE:
YbfI./M.fI)/tTEfL .;~I't!" of tJol!.K ,5H&b'J ~12. )),lJIlIP powlrk..
r IOEiii9 ~~tiiOil\iOli~\'
i{
fi.'
:; ~FP ~ 4 ?1l1l11
Orlnl.""'1 SllhMJl1t..1
'.
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f Division of Chief Depuly Clerk
. Lane County D~eds and Records
1111111111111 111111111111111111111111111111111
009Z079620 170"1';3370050051 06/2912007 09: 17: 56 AM
RPR-NTPOLIEN Cnl=2 Sln=6 CASHIER 07
$5.00 $25,00 $10.00 $11.00
2007-044337'\
$51.00
i
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;
tliti ~tl16iiliV4lJd:
SEP ~ 4 2008
I
,
I
q
Original Submlttl"l
" "
,
,
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IMPROVEMENT AGREEMENT
INCLUDING NOTICE OF POTENTIAL ASSESSMENT LIEN
(In Lieu of Immediate Construction of Public Improvement; includes Waiver of Right to Remonstrate)
'i'
IN CONSIDERATION of the covenants herein recited, the City of Springfield, hereinafter
referred to as City, and Garth B. White and Dannika D. White
hereinafter referred to as Applicant(s), do covenant and agree with respect to the real
property described below as follows: '
1. Applicant(s) warrants and represenis to the City of Springfield that it is the owner of
the property more particularly described and set forth in Paragraph 7 below and, as
owner, has the authority to enter into this Improvement Agreement with the City of
Springfield. '
2. Applicant(s) desires Development Approval from the City with respect to the following
Development Application <::/ ..I~6 -~2L-
, .
. .
3. The development will cause both an immediate and long-term demand on the various
public facilities of city and Lane County including the specific public improvements
necessitated by the development as set forth in paragraph 6.
4. This Improvement Agreement is an alternative to imR,osing a condition on Applicant's
development approval that the Applicant make imm€!diate construction of any public
improvement that the development necessitates. ,. The objective is to promote
efficiency, coordination, and spread costs by provid,ing an opportunity for a district
wide improvement mechanism where construction 9ccurs in a coordinated project
with the participation of adjacent and other properties': in the area; instead of requiring
immediate improvement in conjunction with each development application. There is
no guarantee, however, that such a coordinated project will be possible and the City
reserves the right to require construction of the improvements in the future at City
discretion. :: .
"
5. (a) Applicant and City agree that 'Applicant will pay ',the cost of the following public
facility improvements described in Paragraph 6 in accordance with respective cost
assumption policy established by City at the time the City determines to undertake
and complete such public improvements. . '
(b) Applicant and City acknowledge and agree that the cost of such improvements
and the portion thereof to be paid by Applicant are presently unknown and may be
greater than the costs that would be apportioned if the improvements were
constructed immediately or by Applicant now or later.:
,
(c) Applicant acknowledges that the timing of the cohstruction of such improvements
is within the sole and exclusive direction of the City. "
,
,
6. (a) STREET IMPROVEMENTS along the frontage of' .. ~H 5r,/""' _
to ipelude: 0 surface paving; 0 storm sewers; 0 nitary sewers; (!J ?fl'bs;
~ gutters; 0 planter strips; 0 street trees; ,street lights; [B'sidewalks. ,
(b) TRAFFIC SIGNALS at the intersection of
(c) OTHER IMPROVEMENTS
f iOita ~8et1IV@}d:
, SEP - 4 2008
I
Original Submittal;
" \
(Bar Code Sticker)
AFTER RECORDING RETURN TO: ,
CITY. OF SPRINGFIELD - PUBLIC WORKS DEPARTMENT - 225 FIFTH STREET - SPRINGFIELD OR 97477
M.\Perll.DinS '. Z\WhIt8. Gantt (09Q49)\lmpfovemenl AgrefNTl('nt.tndMOual.doc
REVISED Oc;tober. 2004
PBge1013
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Applicant acknowledges that the list of marked improv~ments reflect those that would
curr~ntly be required under the appropriate City codes arid ordinances. Applicant
acknowledges that it understands that the improvements made will be those required to
bring the street to full urban standards for the then current funCtional classification of the
street as 'those standards exist at the time the improvements are made and may,
therefore, differ from the list of improvements.checked herein.
7. LEGAL DESCRIPTION:
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SEE EXHIBIT "A" <
ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE
AKA: .2007~P,2/y/ TaXM~&LotNo.:Tl.. hlrO'" / l7-crZ..-32-.13
Property Address: 447" c,4-7 c;pnln!J~"(>ld ~G..-.!3-747f? .
8. City agrees that Applicant's execution and perf9rmance of the terms of the
Agreement will be deemed to be in compliance with City's policy pertaining to
improvement requirements, and if Applicant complies ,iin every respect with all other
applicable laws of the State of Oregon~ Lane CountY, and' City, Applicant shall be
entitled to Devel.opment Approval, subject to the terms: and conditions of approval set
forth therein. il
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9. This agreement isenforceabte by the State of Oregon:; Lane County or City.
10. APPLICANT AGREES TO SIGN, ANY AND ALL WAIVERS, PETITIONS,'
CONSENTS AND ALL OTHER DOCUMENTS NECESSARY TO OBTAIN THE ABOVE
LISTED IMPROVEMENTS UNDER ANY IMPROVEMENT ACT OR PROCEEDING OF
THE STATE OF OREGON, LANE COUNTY, OR CITY AND TO WAIVE ALL RIGHT TO
REMONSTRATE AGAINST SUCH IMPROVEMENTS. Applicant does not waive any
right to protest the amount or manner of spreading the assessment thereof, if the same
shall appear to the Applic;mt to bear inequitably or, unfair upon ~aid property, of
Applicant. Applicant's aCceptance of the non-remonstrance condition is in consideration
for the City's waiver of the requirement for the imme~iate construction of the public
improvements that the development necessitates. This improvement agreement waives
the property owner's right to file a written remonstration. It does not waive a property
owner's right to comment on the proposed district Dr any related matters orally or in
writing.
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11. It is the intention of the parties hereto that the covenants herein contained shall run
with the land herein described, and shall be binding upO:n the heirs, executors, assigns,
administrators, and successors of the parties hereto, and shall be construed to be a
benefit and a. burden upon the property herein described.. This Agreement shall be
recorded in the Lane County Deed Records, .,.'
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NOTICE TO APPLICANT/PROSPECTIVE PURCHASER
If you are the applicant or a'prospective purchaser of this property, you are advised to
discuss this Agreement with an Attomey of your choice. Execution and recordation of
this Agreement will place requirements on the Owner and any subsequent purchaser of
the Real Property described in Section 7 and .their heirs, successors and assigns.
These requirements include but are not limited to': the payment for the public
improv.ements described in Section 6. This may result, in art assessment lien on the
Real Property described in Section 7 and signific~nt costs to .the Owner arid
Purchasers, and their heirs,-successors and assigns. An App!iccint's signature on this
Agreement indicates that the Applicant has thoroughly' read this .Agreement,
understands it, has. had the opportunity to consult lega,1 counsel prieir to its execution,
and understands. that execution of the Agreement may result in significant financial
obligations imposed upon the Owner of the Real Prop~rty. Any prospective Purchaser
of the property burdened by this Improvement Agreeme~t should also thoroughly review
this Agreement, consult with legal counsel prior to I,purchasing the property, and
understand that this Agreement may result in a significant financial obligation imposed
upon any Owner of the Real Property described in Section 7.
. . , Date R@e@lvid:
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M:\Pers-Oir\S . l\WMe. Garth j090491Umptovernenl Agreement.ln(hvidual.doc
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Page2or3
SEP - 4 200~SEOO<'4,.2004
Original Submittal
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WHEREFORE, the parties have hereunto set their hand this Z I
day of Mn'l'Y't. . ,20Q..L.
~y~.h/ /.~ GdLILr
- Applicant
@.M-.. (L~
I ApPlicant
By
} 88
STATE OF OREGON
COUNTY OF J-ft11 ~/
BE IT REMEMBERED thaton this A, \ day of, l'Y\ax-c/Y\. .2001 before
me, the undersigned, a notary public in and foe said County and State, personally
appeared the within named (:,Ilr-W\ \ n'v\.l.l-~ L fb...l\r\,'Ka ,IA N.:tt ..
whose identity was proved to me on, the basis of ~atisfactory evidence and who
executed the within instrument and acknowledged t? me that --t~~ executed the
same freely and voluntarily '. . ...
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal
the day and year last above written.
1"1 Y\ fIA 1 Q! ~a.Ut 0 e.-
~bliC for Oregon
\.1 ) 1\ n, ~O\ D
My Con1ff1ission Expires
. _OFFJCIAlSEAL
, ANGELA SATHER
.. J NCOOTAAYMMISPUBLIC - OREGON
AI SION NO 408441
"'. YCOMMISSIOl;EX~!!~:rolY17,2010
CITY OF SPRINGFIELD
By
~~
Dennis P. Ernst- City Surveyor
STATE OF OREGON }
COUNTYOF LANE. 58
BE IT REMEMBERED that on this 261:: day of a~ ,200lbefore
me, the undersigned, a notarY public in and fo~aid County and State, personally
appeared the wit~in named Dennis P. Ernst whose identity was proved to me on the
basis of satisfactory evidence and who executed the within instrumenl and
acknowledged to me that he executed the same freely and voluntarily
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal
the day and year last above written. .
~. r::lmP~
. ':y otaryFublic fO, r Oregon
/7/ J
. /t/dtrP7b,P,.- . .
My Commission Expires
I"'....."'''''"''~ .
... 'U '...OFroAl"SEAi..... '.. iIol~'
. .ION DIlIscou.
. NOTARY PU8UC. OREGON
CQa.P. ...;>~"...... NO. 401645"
MYCOMM1SSIQ/iF-1<P1R J U RV22 2 to
Oat(\} ~@tl~IWijlf~ "
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S[P - 4 2008 ,1
1
Original Submittal
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M:\Perl.O;r\$ - Z\VIIhile. Garth (09049)Umprovement Agree-menl.lndlvidual.dOC
REVISED OCIobet, 2004
Pago 3013
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A PORTION OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP /7 SOUTH,
RANGE 3 WEST OF THE WILLAMmE MER/DlAN, BEING LOT 56, E.M. HINSHAW PLAT,
AS PLATTED'AND RECORDED IN BOOK /2, PAGE 20, lANE COUNTY OREGON PLAT
RECORDS, ALSO BEING MORE PARTICUlARLY DESCRIBED AS FOllOWS: .
COMMENCING AT THE NORTHEAST CORNER OF LOT 60 OF SAID E.M. HINSHAW PLAT;
THENCE FOLLOWING ALONG THE EASTERLY UNE OF SAID PLAT, SOUTH 0'/3'00. WEST
399.73 FEa TO THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID EASTERLY
LINE, NORTH 89'44'00' WEST 2/7.80 FEET TO A POINT ON THE EASTERLY
RIGHT-OF-WAY OF SOUTH 47TH STREET. SAID POINT BEING 30.00 FEa FROM, WHEN
MEASURED AT RIGHTANGLES TO, THE CENTERLINE OF SAID SOUTH 47TH STREET;
THENCE FOLLOWING ALONG SAID EASTERLY RIGHT-OF-WAy' SOUTH 0'/3'00' WEST
99.93 FEET.' THENCE LEAVING SAID EASTERLY RIGIfT-OF-WAY SOUTH 89'44'00' EAST
2/7.80 FEa TO A POINT ON THE AFOREMENTIONED EASTERLY LINE OF SAID E.M.
HINSHAW PLAT; THENCE FOLLOW/NG ALONG SAID EASTERLY LINE. NORTH 0'/3'00.
EAST 99.93 FEET TO. THE TRUE POINT OF BEGINNING, :.CONTAlNING 0.50 ACRES,
MORE OR LESS, All. WITHIN SAID SECTION 32, SPRINGAELD. LANE COUNTY, OREGON.
~ REGISTERED ~
PROFESSIONAL
. LAND SURVEYOR'
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C:o{;)GON ' J
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SEP . 4 2008
Original Submittal
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