HomeMy WebLinkAboutApplication APPLICANT 3/17/2009
:.
.
:City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
Site Plan Review
~~iii
~~
.I.. .
.. .
A~ licant Name: ..
Com an: 0AHI7. A'? A
Address: 1.5"1' N . ,l?I~-r, AV
a.{)' og'114T1;
",.. ',.."7:'0 ~,*~.", .~.' .'io ,~..' --=.-~-_.'_'_.r_' ~.";:,""-',,"
,...., . "~=-"<_~. n' ''1:''2':1'."2.," .'. ~~'.F~: '''0.'-=::;'',..'~' __"~'
,. _""f.":,' c ";'''1--
,
Phone: e.?-4?o~'
Fax:' - tol4
A licant's Re.
Com an :
,.
Address: '1'10
;'.~<(.:.."., ,>,.",,( : -.- ."P:':","',:,
Phone: 7ZO-~ZZ,1
Fax:
::;. - =.; ~~<.~_...,
::1'<.';"; ..
-. ",-'}~ - k- ..-~
-02-05"-2-1
Z~
TAX LOT NO s: fj;cOo
Acres ~ S uare Feet 0
,.-,~ _ .;:;:;:;::/--.-:_-'.,~; ./#< ,.~ ",;-;":-;'::':0;:;"::<";1-:,' ... _ "'....
.
If you are filling in this form by hand, please attach your prc.>posal description to this application.
.~:.
sf
Associated A lications:
Signs:
Pre-Sub Case No.: P
:2.COf'Oooo-r Date: 3- n-ot:j
Reviewed b
Case No.:
Date:
Reviewed b
A lication Fee: ~L(l.> ,W
TOTAL FEES: $ 3Lft." ,CD
Technical Fee:
Posta e Fee: $ J!f
;:-J<r,'~.':_:..:~_:~~',.:... j~'t";;<~~.._."",,, ~-_. ,""* 1".!~~",,-_.:- - ~~-
~'"'~~"'"'. -;.;.; -..:....L..:;,:;:,:;,.H<. ~~'
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 information in this application is correct and accurate for scheduling of the
Pre- Submittal Meeting.
Date: ,j ~
Owner:
0a.J. SOI\
Submittal
I represent this application to be complete for submittal to the City. Consistent with the completeness check
performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as
necessary for processing the application is provided herein or the information will not be provided if not otherwise
contained within the submittal, and the City may begin processing the application with the information as submitted.
This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a complete
application.
Owner:
Date:
Signature
Print
PRE-5UBMIITAl REC'D
MAR 1 7 2009
Revised 1/1/08 Molly Markarian
2 of 10
.
.
Site Plan Review 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.
[}j'"
[~(
[3/
uv
~
~
\.\I~ D
D
~\ t- D
D
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.
Site Plan Review 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. The narrative should aiso include the proposed number of employees
and future expansion plans, if known.
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 Site Plan Reduced to 8'h"x 11", which will be mailed as part of the
required neighboring property notification packet.
Right-of-Way Approach Permit Application provided where the property has frontage
on an Oregon Department of Transportation (ODOT) facility.
Three (3) Copies of the Stormwater Management System Study with Completed
Stormwater Seoping Sheet Attache~ - The plan, supporting calculations and
documentation must be consistent with the Engineering Design Standards and Procedures
Manual.
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 th~ 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 and 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
D 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.
D All plan sets must be folded to BV2" by 11" and bound by rubber bands.
a. Site Assessment of Existing Conditions
~repared by an Oregon licensed Landscape Architect or EngineePRE-SUBMITTAL REC'O
~cinity Map . MAR 1 7 2009
Revised 1/1/08 Molly Markarian
4 of 10
.
.
[3'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, size,
setbacks from property lines, and distance between buildings.
[Q'fhe 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
-At' [J The 100'-year floodplain and floodway boundaries on the site, as specified in the latest
adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment
or Letter of Map Revision
[3"1-he Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead
Pmtection Areas Map on file in the Development Services Department
~YSiCal features including, but not limited to trees 5" in diameter or greater when
measured 4 '/2 feet above the ground, significant clusters of trees and shrubs, riparian
areas, wetlands and rock outcroppings
moil types and water table information as mapped and specified in the Soils Survey of
Lane County. A Geotechnical Report prepared by an Engineer must be submitted
concurrently if the Soils Survey indicates'the proposed development area has unstable
soils and/or a high water table
b. Site Plan
@prepared by an Oregon licensed Architect, Landscape Architect, or Engineer
@proposed buildings: location, dimensions, size (gross floor area a,:>plicable to the
parking requirement for the proposed use(s)), setbacks from property lines, and
distance between buildings
~ocation and height of existing or proposed fences, walls, outdoor equipment, storage,
trash receptacles, and signs ' . '
G'Cocation, dimensions, and number of typical, compact and disabled parking spaces;
including aisles, wheel bumpers, directional signs, and striping
~imensions ~f the development area, as well as area and percentage of the site
proposed for buildings, structures, parking and vehicular areas, sidewalks; patios, and
other impervious surfaces
D Observance of solar access requirements as specified in the applicable zoning district
@'On-site loading areas and vehicular and pedestrian circulation
~ccess to streets, alleys, and properties to be served, including the location and
dimensions of existing and proposed curb cuts and curb cuts proposed to be closed
~cation, type, and number of bicycle parking spaces
~cation of existing and proposed transit facilities .
~ea and dimensions of all property to be conveyed, dedicated, or reserved for
common open spaces, recreational areas, and other similar public and semi-public uses
/
[9 Phased Development Plan - where applicable, the Site Plan application must include a
phasing plan indicating any proposed phases for development, including the boundaries
and sequencing of each phase. Phasing must progress in a sequence promoting street
connectivity between the various phases of the development anq"aGcoIJ1. rnodatiraj a.other.
'd bl" t ' I d' b t t I' , d t ' ...lJl-." 'l-lllll"'JI -11.., "0
require pu IC Improvemen S, Inc u I[1g u 'no Imlte 0, sanltaroYLsewer, sto'r.r:n.water.
MAR 1 7 2009
Revised 1/1/08 Molly Markarian
5 of 10
.
.
management, water, and electricity. The applicant must indicate which phases apply
to the Site Plan application being submitted.
c. Improvement and Public Utilities Plan
[3"'Prepared by an Oregon licensed Civil Engineer
[9"location and width of all existing and proposed easements
G"location, widths (of paving and right-of-way); and names of all existing and proposed
streets, alleys, dedications or other right-of-ways within or adjacent to the proposed
development, including ownership and maintenance status, if applicable.
g Location and type of existing and proposed street lighting
ffiocation of existing and required traffic control devices, fire hydrants, 'power poles,
transformers, neighborhood mailbox units, and similar publiC facilities
G'l-ocation, width, and construction material of all existing and proposed sidewalks,
sidewalk ramps, pedestrian access ways, and trails
E0.ocation and size of existing and proposed utilities on and adjacent to the site including
sanitary sewer mains, stormwater management systems, water mains, power, gas,
telephone, and cable TV. Indicate the proposed connection points
d. Grading, Paving, & Stormwater Management Plan
o Prepared by an Or~gon licensed Civil Engineer
-\~I' 0 Planting plan prepared by an Oregon licensed Landscape Architect where plants are
proposed as part of the stormwater management system)
c 0 Roof drainage patterns and discharge locations
~pervious and impervious area drainage patterns
G2(The size and 'location of stormwater management systems components, including but
not limited to: drain lines, catch basins, dry wells and/or detention ponds; stormwater
quality measures; and natural drainageways to be retained
o Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for
land with a slope over 10 percent, the contour lines may be at 5 foot intervals)
o Amount of proposed cut and fill
e. Landscape Plan
o Drawn by a Landscape Architect
o Location and dimensions of landscaping and open space areas to include calculation of
landscape coverage
o Screening in accordance with SDC 4.4.110
o Written description, including specifications, of the permanent irrigation system
o Location and type of street trees
o list in chart form the proposed types of landscape materials (trees, shrubs, ground
cover). Include in the chart genus, species, common name, quantity, size, spacing,
and method of planting
f. Architectural Plans PRE-SUBMITTAL REC'O
o Exterior elevations of all buildings and structures proposed for the~developrner.lt site,
including height IAII 1 I l.UU:l
Revised 1/1/08 Molly Markarian
6 of 10
.
.
o Conceptual floor plans
g. On-Site Lighting Plan
o Location, orientation, and maximum height of exterior light fixtures, both free standing
and attached
o Type and extent of shielding, including cut-off angles, and type of illumination,
wattage, and luminous area
o Photometric test report for each light source
o Additional Materials That May be Required
IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL
STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE
APPLICANT SHOULD CONSIDER UTILIZING PRE-DEVELOPMENT MEETINGS AS
DISCUSSED IN SDC 5.1-120:
o
Where a multi-family development is proposed, any additional materials to
demonstrate compliance with SDC 3.2-240
Riparian Area Protection Report for properties located within 150 feet of the top of
bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the
top of bank of any direct tributaries of WQLW
A Geotechnical Report prepared by an engineer must be submitted concurrently if
there are unstable soils and/or a h'igh water table present
Where the development area is within an overlay district, address the additional
standards of the overlay district
If five or more trees are proposed to be removed, a Tree Felling Permit as specified
in SDC 5.19-100
A wetland delineation approved by the Oregon Division of State Lands must be
submitted concurrently where there is a wetland on the property
Any required federal or state permit must be submitted concurrently or evidence
the permit application has been submitted for review
Where any grading, filling or excavating is proposed with the development, a Land
and Drainage Alteration permit must be submitted prior to development
Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100
and 5.21-100
An Annexation application, as specified in SDC 5.7-100, where a development is
proposed outside of the city limits but within the City's urban service area and can
be served by sanitary sewer
o
o
o
o
o
o
o
o
o
PRE.SUBMIITAl REC'O
MAR 1 7 2009
Revised 1/1/08 Molly Markarian
7 of 10
,
.
.
{:::=~<:::~,,;Z:: ~ ..,._,.C.;;;:.,>_"- .';..;-'-=").;,:;,.'0
------i~---I', _.~ f
, 0 ~..,...
~~~~~,~~st,t---=~''".-- -7__~ ---r-- """,.'
.
,
'"
0
, ~
"
C '"
" '"
~ Z
"
~ Z
0 '"
~ '"
" '"
~ Z
"
g "'
z
~ ~
:ii
<
'"
- ""
~ Z
-"
Z
n
"m 0
""~ :::;:
~M z
;~ ~
"'''' ;.:.-
~~ ~
"'6 r
z -
~g
~ ~
~
,
;
z
~
~
~~ ~
~~ trl
;#a )>-
_b~ g
~q ~
8 t'Il
o ~
z ~
~
,
~~~~,. ~
f~~~;~ ~
!;!~~~ I Vl
~~~:~~
~~...::
,....-
"i:."~
~1S;~~lS
l!J;:I;:t ;:t~
, '
"'...;.~ """
~
~!~i ~
En~~ Z
1S~"'c 0
~...
..~S~
. .
:;;~
~~~
,..Hf
~.....
~" ~"
01
,', .:.:
-. . ;;.
~ a ;Q
,~ " ~~
. ~ g.
~ i ~"
o g
g
.
.,"
, '"
; !' &~!
I ~ "'. !:l'i;...
:~i
, .
,
~::::::)Z,F:, r: 'ji- "",.,,'. ."P' "'.,-
__ _~_=__~_-- - __ __ __=__~_=_~__; :1:-,,,,,- ~_=_=_=__=_=" __ _ ___
SOUTH 42nd STREET I I(!;
'.,.,c.,_,-,_C',
!I ~ijii~l~I!II~1 .: 1 ~i
! i 1,~;;ij;,~~~~;!,I;,~~~~j~:~",,-#.~: ,,~~ z,:.;~
""",:.:,;>:,-:,;-"/"".:,.,,,:)., ,\ '11~! If="'=i : !!i'~ ,
.'~.:,;:+i.:i~\:~,~:;~::,::b<+:':~:r'. ; ~ ... i5~~ 11 ~ II> ~~lS~S; ~ }!~
;~.\:),:n,~',<2;-~.:~;);:V';r::.i:! '" ~ j :'0:;; gl ~ b '",,\"lo0 <>
! ~ ,;'::::::j:'-;.i:~t,;,':, Il:\ n "ai ~ 0 "" ,0:,
i' o:';~ ";,,.: \\':~:"':\:~x' =1=1'~':\i=U i '--"0 bib" b" b 6 r(
'x:,~.}\ :.<;'~:\:~~";:~\V 1 ~.~ ~ ~ IL
-:'>'::(:'i{ii;"ll-:'J!I='I{;"I~r'''1#m' - I I ~ tii~'
--::,::::::i:'-,-~,/::;,( ==-=\= " *=1='- ,-,-.- '~0:&:
., ~',,'!'r'-:{','t ^'_~. >,' i \ ...;;) ~ 2 ::. ",.,' .
"" I ,,~ l , ~ __ '!: "-
", c','. _.""-,,,'c.. I "I '0 'I! ,.,.:
):?f~!l:li![j~~'~'~'~'-,:'\~~~!~!I': . ~/ / / /~/qi)I~'~ia
.
"
.
~ ,Oil " '18 '. ~" ~., ~:
~ "-. ~ !' I .! '. ,.
" iig~ ~I ,"J ~~ ii~ i~ ~
g ,~"a ~" ,I. !" .,i I~ ~
~ >~~~ w. !:~ jj ,!~." !a
~- .. c' -"" '.. I
~ ~~ffi 2~ t'~ !~ i!~ ~,o . ~
g, ~.., .0 ;~. ~s ~,1\ m .
_ 'Ili" "" '00 .' '"I ,. ·
~ ~ "'C: i" Ol~ ..Vi P ~ ~
. .i~. ,~'^ !, ! .". .
:!;:hs: ...",!:t ...... ~~ gg... ....
s ~;;;..~ \?z ~f >IE ,OO,..~ ;g
~ ',-'1" Il~ '. !, W' ~
, ~ ,. ." ,. Ii , .' ~
, .~~~ ~I ;~.. ~~ ., ~
g il;~ li:~ !i~ rl~ !'" ~ d
· >.,! ~. '" 2 .~ ~.
. ;"'. . '" , ., "!
J:t ~~i~ . ~ ~8~ ; ~~ lOl"
~ ~I~ ql, i i il P :
~ Q
g
Q} , J .
IIl1 I
e 0 U -Q' -'t'"l:l J
Q ;:? ;>
~ ~ Vi i
~ ! ~ ~
~n
~ . ~
" ;! ;
!O\ ~ i !
n i ~
Iq
. . . . iiiti> i
~ ~ n n
, , ., m
n . ! ~ ~
, . i
0' ~ ~ ~ .... !
. "
. ~ , ! ~
. ~ .
,
s
g
. JOff+/-
.
. " . , ~
g....l~~~ m
~ z
~:"':2no:~",> m
" ~ ~~ ~ '.~~ ".~ ~
~ ~
~'::l~:r ~"'"
'" . ~ ~~ !O;~ g.~ z
o. 0
e~ ... "'g'" ........,. ~
"" ~ .~ ~ .~. .~.~ ~
., i I. ~ ~'i! ~i
..
.. l;q~8~~
~. I ~i "'iii ~~~.. :i::t it
., '~"o'>io
~ :'1 !! ~ ... _~z
~ ::'" i!ii ~~ 'f~;;~
"0 ~~ 'i ~.~ ~j
'"
.. , > 'eA'
..0 ~~ g:~~
~~
9 .."" :~..~
~~:t'" ~ o;:,~
:~ ~~ :.1 ,"
~ # ~~ ;i
~ ,~.. -
~ i'" ~
,
!
I I , i ~
I081noo~B.B
.~g'~~':;n:;~~
~:;i ii~i~~
~n """jOO
nd!ni~H
n~pH.'g'
"'''''''i!:!;1~~ 9!;l
;;g!;;~., ~.
"q";.l .~
In ~ ... ~ '" l 2
.! z!;l;;;
~ ~ g9.
:::20:0':-"
.;-:.
Ii
~.1
--"
<
n
,2
, ~
, -<
~
>
~
~~~
{ ~"'~
i ~i~
;;;; ~~~
Ue
";,,':'~~~'~'-'~''-''-'~
!
i
,
t'
W-'li:Ill' .
\'W L(OM
.,,;,.,..,
6.0'
.<
~?o
~:
o'
;...1:3
>b
z.
8"
~S
;::l5
0'
~~
~
m
~
en
...,
n
o
zen
Cl ::J
::0 m
m '"
Cl r
~ ~
..., z
6~
z Cl
o~~
"rj Cl
~ ~
m z
:I: Cl
0",
< r
~ ~
;r: Z
en
::;:
::J
z
m
en
en
m
en
""CI
rT"i
.
U3
=
Cl:I
s:
s;!
..--
:::ell
I'T'I
(")
di
s::
)>-
::;0
.....
-l
N
c::>
c::>
u::>
.
.
TENTATIVE SITE PLAN
FOR
EAST CONGREGATION OF JEHOV ADS WITNESSES
Map 18-02-05-21, Tax Lot 8700
APPLICATION NARRATIVE
The property proposed for development is currently owned by Steve Jackson. The property
currently has one single family dwelling on it and three existing storage sheds on site to be
removed.
The subject property contains approximately 1.8 acres and is proposed to be improved with a
4900 square foot building and an asphalt parking lot which will contain approximately 79
parking spaces. The Metro Plan designation and zoning classification for this and all adjacent
properties 'is LDR - Low Density Residential. The proposed development will be constructed
under the site plan review process.
Proposed improvements will include approximately 34,000 of impervious surface, parking
luminaires, 19,400 square feet oflandscaping and connection to existing utilities in South 42nd
Street as shown on the Site Plan. The existing overhead power and service pole will be removed
and the proposed building will be served with underground wire utilities. The water line will
connect to the site via South 42nd Street. The sanitary sewer line will connect to the site via the 8
inch line in South 42nd Street. .
Those issues which may require a more detailed discussion are addressed as follows:
c
Storm Sewer - Storm drainage for the proposed development will be directed to new catch basins
in the proposed parking lot. The new stormwater hydro-carbon separator catch baSins will drain
via new 10" pipes then discharge into a Raingarden for storage/Etreatment then to an existing
18" pipe which drains to an existing manhole in South 42nd Street. The system was sized in
accordance with the recently constructed improvements of 42nd Street.
Soil types on the site (according to the SCS Soil Survey) are 90% Malabon Urban Land Complex
and 10% Cloquato Silt Loam. These units are mainly for urban development but, is also used for
yards, parks and open areas around and between buildings which will work well with post
development conditions.
PRE-SUBMITTAL RECID
MAR 1 7 2009
.
.
Streets - This development will be served by one existing entrance which will be widened to 26
feet. One entrance will be removed as shown on the site plan from South 42nd Street and the
proposed entrance will be the existing southern driveway from South 42nd Street.
Trees - The subject site contains trees as shown on the Site Plan. Current plans are to protect all
trees that are located where on site. The trees to remain will be addressed during the private
improvement process. New trees shown on this plan will be included during the private
improvement process and will be subject for review by City staff to fulfill_and meet the City's
Code and requirements for landscaping.
3820Narr.wpd
PRE.SUBMllTAL REC'D
MAR 1 7 2009
"
.
fA L/THDN/A L/GHT/NG'
~ -."
FEATURES & SPECIFICATIONS
INTENDED USE - For bui!djfl~- and wall-mounted applications.
CONSTRUCTION - Rugged, riie-cast single-piace aluminum housing. Oie-
cas:doorframe ,has impact-resi!;tant, tempered, glass lens. Doorlfame is
fully seale.d with a cl9se~ken siJiconegas~et.
F1NIS~ - Standard finish is-textured dark bronze (DDBT) polyester powder
'finish, with other architectural colors available,
OPTtCAl SYSTEM - H\yh.p~lfformante segmented reflectors provide suo
perior uniformity and control, Specialty anodized aluminum spot and grazer
optics are also' available. Reflectors are interchangeable and have field de.
gree-uiming capability lip to 10' without tools. Reflectors allow for toel-less
access to electrical compunents. All optics'meet IESNA lull cutoHcriteria in
lens-down orientation.
ElECTRICAL SYSTEM - HID 70W.150W utilizos a high-reactance, high
power factor ballast. 175W utili2l3S a constant-wattage autotransformer
ballast Comp<ict tluorescent utilizes an electronic high-frequenc\, ballast
Ouick-disconnect plugs easily discorinect ref.lactor from ballast and fixture
from supply wires. BaHastsare precision-wound and 100% factory tested.
For HID porcelain, medium-base socket with copper alloy, nickel-plated
screw shell and center contact. Compact fluorescent is four-pin positive
latching thermoplastic. Ul Listed. '
INSTALLATION - ,Universal mountilifl plate with integral mounting bolts
i>UPPorts tho fixture for easy, one.person installation,
USTING- Ullisted suitable for wet locations in UJ or down orientation. UL
Liste~ t9 US, and Canadian safety standards (see Qpyonsl,. NOM Certified
lsell OptionsL IP65.raled. US Patent No, 0500.569. Calltldiiln PaWnt No.
107561.
.
rV \ \ CIJ f- 6ft-~ r
Catalog Number
~Jotes'
\TYP'
,<'-'~-"'.,
,,~ '"
~.
" :", ':S"-"',,-,
/"'""'-,-''- ''\::' ""-",
f """', \
'--...---... \ ~...-.J
'-...........J~.----. ...-"
Len~-down orieMation
-------~.....---"'\~----- """'--'"
\ \',
, -, I
" '-' '~~-' !
leflsu,onematon',,~ \..:
-'"""
~.... ~.
"'~-~'--->'
A.ris Wall,Mounted Luminaire
ASW1
METALHALlOE
HIGH PRESSURE SODIUM
FLUORESCENT
{--)j
(----r i rt-......-,
l . J
I~..,.L-
. ~---~~"
I" -'\\,
" .. \
D~
AERI5
...";t"""",,,,,,; A;''';.<1 n=dm.r -~;""!.",,l'M
Standard dilpe.nsions ~ASW1
Length:W{3B:l0)
Depth; 13-3W (34:93J
Ollorall Hoight: 9.1i4w 125.50)
Max. Weig;lt 35lbs (15.90kg)
All dimensiofls am inches lcentimetersl ur.lllSS otherwise specified,
Example: ASWl 115M,SR2 12D SF LPI
Choos!) tbeboldlllC:lI catalo(J nom(lnClflulr(! Ihllt hf)!;! suit,s you; needs and write it on the appropriiltcHne.
ASWl
I s.!;., I
ASWl
ORDERIN.G INFORMATION
r-:-~I
r Wattage/source
'.Mm&halide kom.P..ll1
70M . fluorescent
100M 21260TT'
150M 32TRT
175M 2/32TRlI
Hj.!lh..DI.~~.W!. 42TRT
sodium 2/42TRT1
70S 5ITRT
100S 70TRT
t505
mstributiOD
SR2 Segmented
typell, .
roaoway
SR3 Segmented
typelJl,
asymmetric
SR4SC Segmented
tYpe IV,
forward throw.
sharp cutoff
GZ Wall gmlinglJ
SP Tight spotK~
Voltagei
120
208'
240'
277
347
48D'
TB'
TBV'
MVOLP
NtnES:
1 AvtlilablevvilhSH3onlY.
2 DC12.ClGW1Z'ar1dGZcanllotbeorderedtogether,
3 Notavallab!ll with compact fluorescent.
4 EC!ORS, DCl2, OCZ012 orSP optic C311no: be ordered iOgClthor.
NoiavalJable w1th HPS.
Consul! faciorylor ayai!ability in Gansea.
Optional mUlti-tap hallast (120, lOB. 240. 277Vj 1m. 277. 347V in Canad~-'ships as 12{lJ347 in
Car,ari!l\.
Optional5-1ap ballast l120, 208, 24Cl, 217. 480V; not aV5illlbJlI in Clln~dlll. 175M only.
Optionll!muhi-vohelectronfcballastilor,compactfluorescentonly) capable oi operating
on anylinevo!tagefrom 12QV-217V.
10 Available lar compacl fluorescent only; not'ailailllblewith 2132HlT. 2142TRI, SiTRT or
70TRT. -
11 Available for compaCllluorescent only;flOt allailable with 57TRT Of 70TRl.
12 Pilot iiltht/te~ switch mouflt;ng plate included. See 13mp compatibil.ily chan on backpage.
t-3 Avai!allla far t~pec~ II\lOfllSte;)\ rmly, f1o\ ll'4ai\lIole \--roh 2J421RT, 5Dmr or ifIDTI.
14 Not available WIth SF. 0,':, GMf or'GAS,
15 COflSlIlt filcWry for maximum HID wattage aVililable with,1his opti00.
16 Mustbeorderoctwilhfixture:_carl(1QI'hefieldinstailed.
11 Available onlYwith SP,2 and SR3 distrihutions.
18 Additionalllrchltecturel colors avauable; slle,\I\'WN.!ilhollie.com 1m more in/ormation.
Oulduor
]
Options
Shioned insteiled in fixture NOM Certified
SF Single luse (120. 277, 347V, nia lamp included
T8, T6V ) less lamp
OF Double fuse {20B, 240, 4BOV,'n/a PtJIse$farl
Ta, raV) - -~~~uper CWA pulse. start
GMF";lnfernal slow.plow fusing baHast(150M onlyJ~
tn/a with MVOL T;CF only) NOTE:SCWA ballast must be sele~ted io
EC Emergency circuit !lOOW max, comply with C~!ifoTfliaTWe 20 metal
lamp not includedj~ hlllide,rogula:ions. SCWA may also be
ELDW Emnrgency batt8ry packl~ required to meet alher states'
rtli/Ulatiom:. CQnsult \<Jcal aulhori:in,
ElDWR Fixture wired ready ror House.side shieldlJ
Bodjn8~- B30 batte;ry pad:. (320 .s.b.iQQeds8oaraWy
min. operating temp)""! Surface mOllnwd
ELDWRPS Fixture wired ready for f'S1400 back box
. or PSDl remote battery pack Wire guard
(32" min. operating temppl'l Vandal fluard
De12 Emergency cirCuit nvolt ,I\a;.hiw!<J;ynL~U
135W lamp inclLldcc!)l.~.ll Stllndardtexturea colors
2DC12 Emergency cirCUit 12-itoll. (tWO Dark bronze isld.)
35W lamps- includedr"'''.l~ Sandstone
DC2012 Emergency circuh: 12-volt Natural aluminum
(20Wlamp includedjl.4." White
2DC2012 Emergency circuit 12-\'0It (t\"JO Black
20W lamps jncludedJ2A\'J~ OPti.Qn1'lU~txJuu!JI...J;,Q.l!lli.
QRS Quartz restrike system ,(100w Bronze
max, lamp not il1clude:d)~ Dark gray
CR Enhanced corrosion light gray
resistance 'Green
CRT Non-stick protective coating Dark red
(bllKk only) Rust
PE PhOloeloctri, cell_butt'" rIP.f.1RE SUdl'V<!l\TfA!L REC'O
(n/a TB, TBVi,MVOLT or 48GVy .. D\ 111111"\ .
[SA [SA Certified
- 9 AfI"
Sheet#: ASW1-m i I 1l1iA"_-'050
c
.
.
ASW1 Metal Halide, High Pressure Sodium, Fluorescent Building Mounted
I
LTL13817IASW1 175M SR3
I
i
ASW1 175M SR2
TEST NO;
ISOfLLUMiNANCE" ~lOT (FoolCal1dle)
"
~
-1,~
~
Z
(l~
5
,
IsaILLUM1NAN~E PLOT iFool",,"clle)
, "
~
z
0
2~
"
u
,~
~
5
0 , , ,
175W mattll halide lamp, hcrrzontallamp oriet1laticn
Foolcandlevaluee based on 12'
I 'TlOlmtlng r,eight 12800 raled bmens.
Lumin3i.e Erficienc"j: 75.~%
-----------1 ----~~---------
ASW1175M SP TESTNO: CTL13842A--1 ASW1175M GZ TEST NO_ LTL13843
I
I
I
I
175W metal halide lamp, horlzontallamp orientation
Footcandle values based on 12'
mounting heigl1t, 1.2800 rated lumens.
Luminaire Elflciency: 72.4%
ISOlLlUM1NANCE PLOT (FoOlt:'!mdle)
)-
-,
'i'
Q
j W
C
~
05
ii
c
'0
~
z~
\OJ
V
3~.
"
! '5
o
,
... 175W metal halide lamp. holizonlallamp orientatiOfl
Fooleanrllev<!luf,shasedon'2'
mounting neight, 12800 ralad lumens.
Luminalra.Elfic:ency: 26.3%
IS01LLUM1NANCE t'LOT (fuolc~l,d!tl)
,
I
I
!
I
I
TEST NO' l TL 1381 9
ASW1 175M SR4SC TEST NO,
ISOIU.llt,lINANCE PLOT (FD01Ctlrnli"j
LTL13821
o
,
-, -,
~ "
..T
a e
-, @ -1 "
I
2 c
z
~ o'~
oz
0 "
0 D
, ,
" , ~
, 0
" ~
"
z z
:l~ ,0
~
w w
u I- e
2 ,.
'e
" !;;
6 5
,
o
2
,
175W metal halide lamp, hodzoniallamp o:iontillion
Footcam1ievail.lesb!I5ei:l=12'
mounting heigl1l, 12000 rated. lumens.
Ll.lminajre;~1ficie(jc'J; 6G.6%
-,
"
T
"
.1 ~
o
7
"
Us
~
"
, 0
w
.
_0
< ~
g
3~
"
5
175W me;",l hati::;", lamp, horizon;a!lsnlp oli.,nlalicn
Foolca1'1dla vaiu~s based 01'1 12'
mcuniingheigh.t, 12600 rated lumens_
Lumir3in;;Efficiency: 70.0%
Emergency Battery Pack ~mp Compatibility I
LaIT1p Options -~._--~ I
ELDWRPS I
(i of lamps/wattagel HDW I EWWR
26DTT (one lamp) .. I III II! j
~~DTT ~ ~- I FS "
26TRT (one lamp) III f-~-- -~
2J2,TRT III I - III III
32.TRT lone lamp) iii .. , iii
2131TRT Il II
42TRT (one lamp] III il- liI I
1/41TRT I t! I
I
PRE-SUBMITTAL REC'O
MAR 1 7 2009
lA,L~THDNfA LJGH77/VO"
....".;" ,
An <5AcuityBrands Company
Sheet #: ASW1-M~S';:F IW.OO4 Acuity Brands U!lhiing, Inc. :ii\2,lU8
lithonia Lighting
Outdoor Lighting
Olle Uloolliil Way, Conyers, GA 30012.3957
Pllane:77U.92.HOOOFax:77o-918-12Q9
t"''WJl.'.li1honi~.com
.
(A.lITHDNIA .lIGHTING'
-. ,-
FEATURES & SPECIFICATIONS
INTENDED USE - Ideal for use in car lots, street lighting or nark-log areas,
CONSTRUCTION - 'Rugged, .063" thick, aluminum rectilinear housing,
Formed for w<i'ather-tight seal and integrity. Naturally IHlodizerl, extruded,
aluminum dOOf frame with mitered corners. is rotaiDed with (t'Nol.1B8w diam'
eter hinge pins and secured with lonel quarteHurn, Quick release fastener.
Weatherproof seal between housing and door frame is accomplished with
an integrally designed, extrudod silicone gasket that snaps into door frame
and another gasket applied to the housing.
FINISH - Standard finish is dark bronze (ODD) polyester powder finish with
other 'ilrcrutectutBl colors avallable.
OPTICAL SYSTEM- Reflectors: Anoqizen and segmented for superior 1II;j-
lormity and control. Refloctors attach with tool-less fasteners and are rotat-
ahle and interchangeab!e. Three ::;utofl distrib,rtlons available: Type !l {Road-
wayi, Type III {Asymmetric), Type IV (Forward Throw, SherpCutoH).
Lens: O.12S"'lhick, impaCHesistant. tempered, glass with thermally-applied,
sill: screenec shield.
ELECTRICACSYSTEM - Ballast: High reactance, high power factor for, 7!)-
15DW. Constant wattage autotransformQr for 175.250W. Metalllalide 150W
and below arestsnderd with pulse-start ignitor techl\clogy; super CWA
pulse-start ballast required tor 20DW l'SCWA option). Ballast is copper.
wound and 100% factory-tested.
Soc~et: Porcelain. horizontally mounted medium base.:soc~et far 7Q.150W
and positiorkoriented mogul base socket for 175W Bnd above, with
copper alloy: nickeJ~plated screw shell a'ndcenter contacl ULlisted
1500W, 600V.
INSTALLATION - Extrllded aluminum arm tor pole or wall mo:,mting IS
shipped in fixture carton. Optional mountings available
USTING ---- UL listed [stand{)rd). CSA Certified (See Options!. NOM CerJiied iSee
{)pticns\.UL listed for 2S"'C-ambient temperatures and wetlocalions. IP65 rated.
ORDERING INFORMATION
.
'-'"'t"-
Cata:og Nl,lm~~r
o~-
Spe[;ifj,~afiDns
EPA: 1.5 ft.1 !.14m~}
lincludes arm]'
.Weight35Ibst15.9kg)
length; 21-1:4 (54)
Width: 15-15/32 (39.3)
Dep~h: 7.'/4 (18.4)
Arm:4 110.2i
-Neigiltasconliguredir
enmple bekh'~.
Notes
I Type
Area lighting
K'Sf1
r -
METAL HALIDE
lOOW - 250W
HIGH PRESSURE SODIUM
70W - 250W
15' to 20' Mounting
~,
NlGHTTlMf
fi:\lENDLY
(:a,~''>:,"->.!!o.i,;r!-t"..!,
t...."'.~"""",~"'~,,
;" ~t" 901.,,,,," ""'"",.
L1
lArm+---
IJ
I
MlliIlliinLOmi!lll
SP.xx;RP>>,DA12P
WBIO.,DAINIB
\WJIfJ.
Q[ilUnll.le.m.GI~ta
,
AU Dimensions are inches iccntimelsrs) unlessoltlerwise'specifiad. Specificalions
sl!bjetllo change withou!l]otice.
For shortest lead times, configure product using standard options (shnwn in boldi,
Example: KSFl 175M R3 T6 SP04 LPI
KSFl
-~ , -r- , -------,-------
, IvoI:lage! , ,
r;ri(!~1 I I Mounting -I r'----e;Hasl _J
, !
KSFl , En!!!..1Y.D_~ 1.M.illi1! (blank) Magnetic
I I 120
I_____~~~_~_J "" SP_ SqlJorc 04 4" arm ballast
24fP pole 00 S'arm C\V! CDnstanr
Mrlal l:fu1:t! I m RF - Round pole 09 9~ arm wattage
haliae j;!f.C-liSUle I we Wall isolated
I 341 " 1Tarm ::l,{Jgft
100M' ~i , ""'" crackei
150M' 70s' 1fJ'v'>J_ Wood pOle
lOllS I lB' orwllil SC\o....A SuperCWA
175M'
150S' TBV) bracket I plJ!sestBI1
200M' Oerrre€Hfll
200' ! 23050HZ5 DA12P ballast
:!iIlM (pOle)" NOTE; ScwA ballast
250S 0A1ZVVB Oegreearm must be selected to
_._____1__._ (waUjlQ cml',plvwithCaF{omle
1 lJiSlribl.ltion l Kfw\ Mas! arm Tltle20metalnalide
, , llxternal reguhlt;ci1S.SCWl~
A2 IEStypcHnsvmmclrlC fiuerw also may be roqujro~
R3 IES type III asymmetric r~-Jin tQ meet olherslates
KTM' rellulalions.Consult
R4SC IES type IV forward mouming local amhoritiai.
throw, sharp cutoff !:l!lfl~
NOTES:
Nnt3vailable,,!ith~CWA.
NotavailllblewilhTBV.
Mustbeorderodwi:hSCWA.
Not llvailablewith-4BDV.
MustspecifyCW1!ofusoinCanllda,
OptiGnal mulli-taphallast!120,2CS. 240:
mv!. W~l:. 217, 347V in Camn!aj,
Optionllliive-tapbaHllsi1120, 208.240, 277,
480VL Not available with CSA.
Consultfllcl0ry lor availablE wattages.
9"armls roquire!lll'AlBn M'O'or morn l11minaires
araorientedon a9lYdriiling paterno
ltlShips separately.
11 J\~USt specify voltage. NotG,!eHebe
, with TB orT8V.
12 Me~ eUoweble wattage lamp
included.
13 AVlliiablewithfl1& H3distribmions
oflly.
14 May be ordered ll~lln accessory.
15 See www.lithonia.com/;jrchcolors
foradditionai color ol)lillns.
16 Blackfinishofi!\'.
17 Must bsspscitied.
18 M\Jsl usc RPC9orAP12.
Outdoor
I I
Options i ~~I
I
ShiniwrlinstlllllldinfiKturI! I LPI Lamp
SF Single fuse 120,277,347VH included
OF Doublefuse208,24D,4BOV11 I {slan-
I dard)
EC Emergllflcycirc'uitl2 ULP less lamp
PER NEMA twist-lock re::eptacle only
inophotocomrolj
0", Ouamrllstti~f!s','stllmll I Finishl~
QRSTO QRStil):!,ede!af,ll (blank} Dark bronze
HS House-side silield13 OWH While
CSA CSACenifllld OBt Black
NOM NOMCartified OMa Medium
Shiooed "eDa:A'elo:'~ bronze
PEl !\lEMA tWiSl-ioc~ fiE \ 120. 208, 24DVl DNA Natural
PE3 NEMA twis;-lockPE (347V) aluminum
PE< NEMAt~;,isl-loc!tPE(480Vl CR Corrosion-
PEl NEMA twist-ioekPE (271V] resistent.
SC Shorting cl!plorl'ER option CRT Non-stick
PfPt9ClivIl
i.IG Vandal guatd tMtingW
Tenon 0.0.
2.3!~-
2-7/8"
'"
KSFIHS
KSF1VG
Accessori"s: Tenon MOl1rrtillg Slipfitter
(Order as saparate catalog rtumber)
Nllmberotfixwres
One Two@180" Two@90" Thtee@120"
Tio<!BO T20~2901' T2D,J2ll
T25-29Dr; T25,320
T3S.29{l1? 1'35,320
T20-190
T25-19:0
T35.190
T25~ 280
T35-280
Threc@90Q Four~9{)'
.-------.
T2[}-39011 TIll-49(!"
T25-390" T25-4901I
T35-WO'! n5-49011
House side shield1J
Vandal guard
PRE-SUBMITTAL REC'D
Sheetlt. K~fI~-sl 7 LOAt~lO
.
-KSF1 Arm-Mounted Rectilinear Cutoff Lighting
.
Coefficient of Uti lization
Initial Footcandles
KSFl 250M R2 Test No. lEST NOl194U90701
COEFflC!EtIl OFun:r;:~JJON
, J
KSF1250M R3
,
i KSF1250M R4SC TesU;oTESTNO 119408C9D1
I' CW;I~'IIT 01 mll""'OII
CUFFe!,hl Of UH!UJIO~i
,
"1estNo. lEST NO. 1 1940S0302
"
KSF1150S R2 le1 No. 1ESi NO. 119'090801 i KSFl150S R3 lestNoTES1ND.1l9H81503
WtFflCltHTOf lIDLilAnol'1 ,CCHFiCEfilO:UilUlMHlti
ij I 1 . ~ " s! I
I
"
../" " /
--.... "-
,
...... -+
i
., j 1\
,
---- \
X :" \
\
...... )'
- ,j 1'\
./
.,
~ Z5
~
~
z
~
~
.
~
j ~
"'
,
,
J ~
g
OJ? 3 ~ ~
250WfklaIH31idelamp,20000raied
Ium~fl';.footi;amilfvalu~jbaseGon)'5'
nountinRheighl,DisL'ibubonH,ClJl0fl.
I ,
ZS'JN Mft~ltlaiije l!m., ?(!{JllG ratej
'U:n6ns_fMt;anj!~Y2il6;b~stdI)f135'
m~ur,[inglleight,Disl1ibtJli~,lJl.cuML
^
J__
-
t:::: ')
;;> ::'\. ~
.~ )" N
,
!\
-
,
" , 1 1 , ,
~ "\
r> ~ 1"-.,
I'- ~ ~
, "-
f-'" 1\
v
,
.,
25
. 2;
@
c
C
.
2 E
~
"
~,,~
,
4 .~
" ;
150W!l!elalHJlidelimp.Z{!lJQOra~
lum~nj foottafHlle valti~$ba$edon 35'
m~un!i~g h~igtrt, Distribu!irm I, cu'-off.
, ,
15GWMftlal Ildldelamp,lfiOGO rated
lumenS. fiiolcard1l:','Jlue.b~syJon 35'
mo~r,tir.iheighL(ldiibJ!i!lf1111,'~1c1i.
NOTES:
1 For electrical characl.eristics, consull lechrlical data tab.
Tt!sted to current ItS and NEMA stal\!fads'under stabililed labclra'1Dry c.onditlOns
Various operating faMors can.cause difieffinces hew.Reo laborlllOlyand actllaJ
fie!d measurements, Dirnensions and s:lecifications af!] bBsedon tfie rrostcurrem
availabledmandareslibiecttoctlange.
Photometric data fur ether distributions can be accessed from,w'NW.~thcnia.com.
~ ~
I i
ii
J ~
, ~
,
~
I ~
"
1 ""
~
l ~
.
..
''f
, --' "-
;- V
.
~ ~
~
~ ~
! ~
~
"
,
~
E
, "
o 1 3 I 5
250\'1 Melal H~bd~ lamll, 2C'COa rated
Jumws.Fo;)l1:andle~;;I(;(:obmdl.ll35'
n1ounji~!:hciJ;htDi5kb'Jtiill1lV:sharpcutoft.
;'
~
g
I KSF1150S R4SC le~ ,. lEST'" 1194081502
I '''mooo ""'UW"
I
I"
I
" , , , .<
~
J "'-
--- V
<
;;;
o
I ~
~
.2:'
, .
~
o
~
, ,
150W Mdaltllllidelamp,1GlI!llI rated
Ipmeni.FQclcandleYal~esbueiion35'
mOlllllin2htieht Di5lribtrtien IV , sllarp tuulfl
I
i
L
Mounting Height Correc.tion Factor
lMdtiply the fe I~velby lh~ correction lector)
~:: :;,' PRE-SUBMITIAL RECIO
MAR 1 7 2009
i ,E~~stinQ Mounting Height \' _^ " (,' F I
\ i'ffiVT.JltllntJng11elght ) _Lo,.'e_uon de or
'Ja,L/THDNIA L/GHTlNG~
-
An"'AcuityBrands Company
Sheet #: KSF1~M~S' (011)00 Acuit\" Brlll1!1s Lighth!!, lil!;., RfJv. 1130108
Lithonia lighting
Outdoo,.Lighting
One LithoniaWay, Conyero, GA30012-3957
Phone: 770-922-9000 Falt.:71O-91IF1209
W'M....Jithl,\nili.t9.m
03/02/2009 14:29 FAX 541 736 1021
.~
CITY OF SPRINGFIELD ~
141002
PUBLIC WORKS DEPARTMeNT / Engineering Division
Phone: (541) 726-3753 Fax:: (541) 731;-1021
STORMW ATER MANAGEMENT SYSTEM SCOPE OF WORK
(IIr,," beluw this line filled oul by Appl1=) _____
(Please return 10 MOil Slouder@ City of Springfield Public Works Engineering; Fax # 736-1021. Phone # 736-103S).
email;m~tolJ.der(riJci.sprin1ifieldor.us .
Project Name: 4. 4Z"'1?"7T ~~~'i:.. l':D. Applicant:
Assessors Parcel '(b.ot.- 00; .Itl TL-l/.lblOO Date:
LandUse(s): \2.-\ er<;>lvG"I--r,AL.- Pbone#:
Project Size (Acres): I Z, 0 I Fa:< #:
Appro:!:_ Impervious Area: ~"\. 4'21'\ s,+ Email:
(AI!:.\":> I\jt\~
'Z..-,-'1'C>'\
I 1Q;5-4S0S;
4 5-SU>"'l.4
C.NA<-j;.1lZPOI"'C~e: . N<:;\
I~
Project Description (Include a copy of Assessor's map):
f(...A(..l;. A 4QoO s.f 1"7\..\!'--"''''t, ,4;.(0 A '34, 1;"0,\ ~ pAi-"-\>.l" (...,)1 C,,(
-,w::: <6> 11';;::.
Drainage Proposal (public connection(s), disohargc looation(s), etc. Attach additionalsheet(s] ifneocssary:
~A,,, f><...,- IM~rl.VI Ou? t;.(..\1Z.~\~,,",r? ,() r" IZr,N ~r\;l~ 'u '\~\
tl-.....\ O\Jc.\l'fu/~ roO'-- I..-v\it r..,E:: ?"1v-?~\ t::\I.;;",,\S -r"i fl\ . \001.-1(...1) Ol'~ A ~"-l
'0 ,"\e fu.("?I...-I(., ~"Fn':M ''-\ "\7.--"'9 "71:\'l-e~T (t>\(...\.\ ""7~N'" IN A,v.
1.":lI \..1- ~/E: 4( PIlO. (.;-I~ H 0e:pA-l::tlTC1L ,
pronosed Stormwater Best Mana!'ement Practices:
AI-'- ~OIZ-~w..\r+1l::l<.... WIl.,.-L- \';>C' ~k\e.O (}.I\\~ \/~CT~-rJ,I(::; H~\-J.loOS.
~ ex (H ~().z... tII.2.(" C "'r\:" rz- M e'-l ~T?
(Area b"'"", this One filled our bv the Cj/V and Returned 10 tlle A"plleant)
(At a min.imum, all boxes checked. by the CIty on Ihe.front and bt:U:k of this sheet shdll be submirted
or a1'/ a licarion to be com Jete or'submittal, althou h other re. uiremen/s m be necess
Draina.l?e Study TVl>e IEnSPM Section 4.03.2): (Note, UH may be substituted for Rational Metbod)
~mall Site Study - (use Rational Method for calculations)
D Mid-Level Development Study - (use Unil HydrogJ<\ph Method for calculations)
o Full Drainage Development Study - (us. Unit Hydrograph Method for ca1culalion,)
Environmental Considerations:
I2f Wellhead Zone: I) yr - 16 yr 0 Hillside Development; pA
o Wetland/Riparian: 10JJj 0 FloodwaylFloodplain: ~A,
o Soil Type: (/61..410 5;111-"1 ~ MAfa.bllM Ur~4A 0 Otber Jurisdictions JJA
Downstream Analvsis: (t1) ( 1-f, )
12JN/A
D Flow line for starring water surface elevation:
o Design HOL to use. for starting water surface elevation:
o Manhole/Junction to take analysis to:
Return to Mat! Stouder@ City of Springfield, emai/: mstouderlci>cj.sorinafif!lld.or us. FAX: (541) 736-102:1
. PRE.SUBMITTAL REC'O
MAR 1 7 2009
03/02/2009 14:29 FAX 541 736 1021
.
CITY OF SPRINGFIELD ~
141003
COMPLETE STUDY ITEMS
I For Dfficin\ Use Only~J (
-
'It Based upon thi! infannalion pro'Virkd on the front Oflhi,v sheet, the following represents a minimum of what is needed/ar an
application 10 be complete for submittal with r-espect to drainage; hQwoer, this list should not be used in'tie'll of the Spn-ngfield
Developmenl Code (SDC) or the City's Engineering Design Manual, Compliance with these requirements does not con../itltute site
approval; Additional site specific information may be required. Note: Upon Jcoping .Jheeu submirtal, ensure c;omplele.a form has been
siWSed in the space provided below: - .
lIllerim Pesign SlllndardsiW~t.:r QualitY (EDSPM Chapter 3)
~~ ' .
~ 0 AU non~building rooftop, (NBR) ,impervious surfaces shall be pre-trea.ted (e_g. multiHchamb~red c:atchbasin'w,/oil filtration
media) for stormwHter quality. Additionally, a minimum of 50% oflbe NBR impervious suIface sball be IJ"caied by
vegetated methods.
!Z( 0 Wbere required, vegerative storrnwater desigo shall be consistent with interim desigtl slal1dards (EDSPM Section 3.02), set
forth by the Bureau of Enviromnental Services (BES) or Clean Water Services (CWS).
o D For new NBR impervious area less than 15,000 square feel, a ~implifi'ed desigo approach may be followed as specified by
th~ BES for v~getativ~ treatment.
!Z( D If a stormwater treatment sWal~ is proposed, submit caJcuJations/specifi~tions for sizing. velocity, flow, side slopes, bottom
slope, and seed mix consistent with either BES or CWS requirements.
0" CDvater Quality calculations as required in Section 3.03.1 of the EDSPM
D IL1 All building rooftop mounted eql!ipment, or other fluid contAining equipment Jocatro outside of the building, shall
be provided \.\ith secondary contaimnent or weather resistant enclosure.
General Study Requirements (EDSPM Secllon 4.03)
0' 0 Drainage: study prepared by a Professional Civil Engineer licensed in the state of Oregon.
0" 0 A complete drainag~ study). as required in EDSPM Section 4.03.1, including a oydrologicaJ study map.
0' 0 Calculations showing system capacity for a 2-year $torm evt:nt and overflow effects of a 25-yOBf storm event.
0' 0 The time of concentration (Tt) sha.H bo determined using a 10 minute start time for developed basins.
Rmrw or Do""st........ System (EDSPM Section 4.03.4.C)
o 12)"...... dOWllstream drainage analysis as described in EDSPM Section 4.01.4.C. On"sitc drainage shall be governed by the
Oregon Plumbing Speeially Code (OPSe).
o .i21 :Elevations of the HGL and flow lines for both city and private systems where applicable.
llesign of Storm System, (EPSPM Section 4.04)
0" D Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set.
o D Minirnuni pipe cover shall be 18 inches for rdnforced pipe and 36 inches for plain concrete aI;ld plastic pipe materials., or
proper engineering calculations sha.ll be provided when less. The cover shall be. suffit::ir:nt to SUPPQrt an 80,000 Ib load
without failure of the pipe structure.
D 0 Manning's '~" values for pipes shall be consistent with Table 4-1 of the EDSP. An storm pipes ShOll' be designed to
achieve a IDmimum velocit)' of three (3) feet per second at 0.5 pipe full based on Table 4-1 as well.
Otber!M1sc
L2f 0 Existing and proposed contours) located at one foot interval. lnclude spot elevations and site grades showing how site
drains
rz( 0 Pl'ivate stOJ1T1water e.asements shall be clearly depicted on plans when private stonnwater flows from one property to
another
o CZ)Drywells shall not receive rnnofffrom any surface w/o being treated by one or mOTe BMPs, with the exception ofresideotial
building roofs (EDSP Section 3.03.4A). Additionai provisions apply to this as required by the DEQ. Refer to the websile:
'W.de .state.or.us/w /aroundwa/uichome.hcm for more infoJT("latiOTl.
o Dete~tion ponds shall be designed. to limit runoff to preydevelopment rates for the:: 2 through 25-ycar storm events
''l1I1s form shall be IncJuded IZ$ IV! aJtllCh_n~ inside the frON cuver, of the stormwarer study
. IMPORTANT: ENGINEER PLEASE READ BELOW A.ND SIGN!
Form Version 2; March 2004
-, at. 3 i' ~/o1
As the engineer of record, I hereby certify the above required items are
complete and included with the submitted stormwatet study and plan set Signature
PRE-SUBMIITAl REC'O
MAR 1 7 2009
,
~ /1.':
//r..... NI."!i 17
- --=---=\C_-=~, ':JL'~
-I\~"'-"":;--!..!!:'~'~'''L __ ~"'~ ~
~'''~''''''rl' 1r;[fIAL' "'...) ~".~ ::t<~-.., ~ . ~
!'. 8802"~ P(]!..T ~""""""~ ~ r...tt.,., 16 n,U
~20.16:.~~ 8603 8804~; 8605 )~6806 ~ 59<
' I'" h ~ .~ ~ ;; ~ . ti
' ''i~. il? J ~l~,
u.....!.:: 1 i~' If.:f'!~ I. /"....
-".'<.' .,..,......;~,~,. '*......"'. ~ . fT"
~~~r '606
I ..V.....:-'-, 45 ..-<.01' _ c. _ ......i.......__.' 6300
~l I 9100 12
o ~0 ~O,,~ ! I ~ l~, ....;;:;~;
,.' i (I'~ooo'" R"= c. -. ~I ~,u, .j~ '~:_
I " 'r '"0,
I =! 4100
b u 1...-. H"J~4 ~
~1:~IIII,~\Olb ,.... 'l''--o,'';;;;;
~ ;. ,~, "-200
:1 1'1 ",
',.!, I' 'I' '"'"
I;)t'I--------"''-'''-------.o>', 4300
I 1 , e ,
; - "--'"W
I 'I I , <<00
L I
-------"'''''''------:-r lJ,8600 I ":;;,"'-\:~;;,, 1~"'~;~6
I ,
I I ~ . ,
1 I l--"'~-'
,:g" U(;:;-A:;'~{/ 11' ,- I 1~4:~0\'47
,6401 5{O2 \ I I I 1[\;,
"J i I I 11 I , ;J', , "
~ ;/ ., " ,;~oo~; Ii I ~ I lipRE-SU;MITTAL REC'O ~~~'JfAt
<:l 'OA9 ,.~- (' I. \ 7-"''''''
",,~."" ~C1 1;: ;1 f f I :: M R 1 7 Z 09 .~ 4800 ,1
"..~.:- 0;' T .,)" 0 l ~"; I I I 1\ "
.Junty ""' ROOd Hw~4;'~i ~:t,:~'~l""~",' C~"'" .... 'OM jlr-~~
-fi-;-;- -I;r~if A.~~l-77- 1 '" ----- ----,,-; ~---~------:-7J:- ,.).---...,--__J_____~I
," 1 I' {' ., '=0 '''"---'''- "'-~"'~,2''''_~_''''____<'_,_,_ -J-,~.gl', L-"JU--"__<a.C_r----=-c,
. ~ .~~~~~~--~!1t" r>kI,,,.~~~~;WU~~~:L~.--~ In!,,:-,,~,,,,,,, ....... - "1;, - ~\rHTIIILPOIItT. _ If
402 403 f 500 ".IlIr - -~ - '..f_ -" --iV~~t'l f '1iI~~ .' ~ .""~' ~.t,;>"- ':l2;",. ""-e". '2<3- '<-">t ~'rr" "'''L)'''''' ...~,,~ .
L"'2050= I .... S99EI I' /~F~
.' ../ - 8-400 8500 8600 8700 n"^,, "'>-':';0 ( . BOO 70n. l
8300 O\3J.l: GtJAC, ~1J!f P <l-- "'-^'v 9100 ~ 1II '... 7+
500) ". "' " ".,,, , ""c, coo ".( ",
gS 111 V"f Z 3.~ 11
I _i
I ''''''.m
'" 'i";' ... 730,
LJ l "! .~ ,., / .. ,~
\~;' :I~ 'f J )
'~, . :l~ 'j: ",}k;:.~
~. ,; ,,1.
. ,
!t3o"\1"~\~,.!}tJJf'; r:r!5~-'."-~:;.;~', -I' II
" ....~ n ~ ~ ~ ~ ~ '~rf ".. -lI' ,I
~ "lb! -: 0.,....., . . "...,.1 ...' '"''' ~ ~ 11;;.i
.. r L":.~.... ,"""_ Ijl' II
4400 .."f_'!lT'''.......,,!r_~~~.~-~,:
~~~ G?J VIEW DR_.~~;o. .._, . "_1/ :
" . M "" I"'" . , o. .,
" ,.... ~I :: ?... 4 100'2 \1 '
. "-300 ;. ;, ~g~oo ~ 3900 3aOO 0.19 AC. 1
O.I"'K.. 4200 r","1CQ .;.,,,. ION; 11 I I
-~" ~',,'f,i""'.'f. ',-;'''"~' 'I'
S39~~8' :""~,,i,"i) '" i
1100 ...." ,,,,.. ., . I
, :; '9> "t,' ~ 'i:i i
:r..j:T,O"""O' "'<Il..""..,
-"",~ - 1201 <20."" I' 0 I f4.n1(tc/!,JJ;
O','\O~,. '.90 ". 'I' c:':: I h..;;ffk~,~"o,,""_._.
~tJ ij ))"1;'<::!)------ Jr., a~ pi ./ l 1""'<0 "',
' "', " :.. ,:--\ -~ ::'".~J~ -0.. _ ;----=-_-.::"'.,'.:-...
"'~ ;"00,' ""'HU I '-----______ ,7..""" l
flOOD j ,,., '. -2 - - - __ _ -~ ~ - _",
~ ~ 0.44 AC. + '-0 ~'2 ';..;.;:';:,.~;:",~ __ _
~ ~:-"'.; ,;-;~;~" _ "t~.. ' ~ I; o~~orc. ~ ~ 8503
~ 13D1' '... I"~ ,
~ ~ 0.42 lie. I
nO. ~
tljUU
3.63AC.
f
I
I
/
I
,I
;/
1
. 8400
Ie,-tS-OZ- \
.'
1A'f.MAp
\L~ '0100
,
~
,
\
fi\ 'Ii (0,'- i('l:~j:
\L.....J) .J' ~.,:;I ,!-,; '"
'o'ur zs.._'"
VI'_"
"'" ,"~,,---
u,_'
G'.oo
1.50AC.
''''
8900
u
5.25564
9000
---------~_. --~. ---------~---~"~
~ ---'. ,..,.,
--7-7.',.
~ "'" U"}J (('i~
,,-- ."..
;U2{]523
[r:':;~'
to'6.
I;~'
t
!
I
It..-
~UT "".'O"J
'I
~"' '0:;,l1li"
,
o
!-~
............~,
,-
i'-
~B'! _
N
ri
I
I
,
I
,I
11
I
I
I
I
I
"'1._....
c
,
1H,.:,-,c
I
I
I
,
I
,
I
:/
'/
/
/
I
f""
,",
,
"3.-'0'
s
~ 5.
-"'4,
~ ",',
~ -----;'
,.
I ~ ...~
:;
,
... ~
\
5
58
~.l;
~.~ /);5,
~ 81m
,
--. '
"
""8'..
,-'P?;
620(
.,
.~ ..
n,.
, .
"
~~r..
,-
~ '
2,
J....
ronl.! 110_ t2} _ 1I:/I"OI\lIl 111111 S/llE DEED !In''I.I~..OI '" e",l'~"_
After Recording Retum T~"YfII"lI1 ,....
"'-"'~:!.':?:._.-
~'EY~'~ '~!:!l v.,... rt"'''',...",
'"
497.Qakway Rd Suite 340
Eugene, OR 97401
Ross H, & Kathryn Ann' Pem.allegon
"cj~'d'S"43r(CScmon.u on..m..
__________n_n______n_n__u____n_____n__n_______
uSJn:.~pgf;i.~J.Q".QB.. ~7A7~...um..mmm
. D'.n'...-.II_....of/l"",u. -
~~~~~~~~~~~~~~~t~~~=~~~~~==~-~g~~-----
..,'iP!:::[nJ;,U",lL.oB .. .97.478....
Cl,."I.'.~ "n"'~ .nof /1,,/1,...
( ,
'>
lO
1\'
^l!~, ,,,,..>'dln~. ,.1..," I..lu....'. /I..d...~. Zlrl:
nB9_~~__tI_._~~_~.~~. At:ln__ P.~!.1h?J~_~g~Pn__
m~!..Q..~.A3!::Q..St...... ..... m..... mm...m
...springfield,.OR.. .97478.
SI'^CE nF~l'nV"U
STATE UF OItEUUN.
COllllty of __________.n_
I cerliry IIml Ihe wilhin ill~lIllrncn\
wn~ recclved rnr rccord Illl Ihc nn__ d:1Y-
uf ____-C__n_______n___n___n__, n_.nl
___________ o'clock. __n_.fl.l..:nlf! rct:tll{lctl;n
hUlIklrccl/vululllc Nil. u. 011 p:1J!C
:Illtl/Ilf n~ rcc/Hle/iI..~lfn.
\"
Division of Chief Deputy Clerk
L~ne CDunty Oeeds and RecDrds
l~~~.~~Jm
Un'" .."....,.d "lh.noIOf, ~.n".n I.. ~\.I.mml. IOJ IrI.m~, ^dd..... llpi'
n.1!9.~~..!l.'...&.);?th=.1\nr1.!'<!!1h?n.~gq9._...
no~~.Q,,'..43xd. .S.t.. mm ._.. m_.no ..............
...springfield._.OR.. 9L4]8. nmnom
-On. n .,."}n. . nmn.......nn...
1111111111111111111111111111111111111111111111111 $26,00
00600704.2_00534520010011 07113/2004 08:50:08 M
RPR-DEED Cnl=l Sln=6 CASHIER D7
$~.DD $11.00 $10.DO
BARGAIrt AND SALE DEED
KNUW ^LLIIYTIIESI~ "I{ESENTS IIml __~Q.~?._!!:n~~~~__€In~L~~X!'J:_Nlli_J!~~~:-__ nno
.~.~!oLEX;()N..fo.1~TIIer.lY..l<!!9~n"S..~A!l.~!Ic~,!Ic.!Ic,E;,..~~!:W!I......n....m..........m.. ... .........m.....'
herein3Het clllled gtllnlm, fur the Cl1nSillerlllion heleirmflcr ~Inltll, tllJe.~ heTchy tnlll, b:1fgllill, ~dl :\Ild Cllllvry mrln J~Q~_~~J!~.._nn_
_p~~_ti__~~S!_~~~_A~!'LP..~~g~_t__"!fin~_~!!.<!~It~___!Y__th~n~!lt~r~!:Y_______..__ .___..___~____________,
hercill:1fler calleu ~rrl11lt:c. nmllllllo IZtn"ICe'~ heil~. SIICCC~.~nt~ AIIlI nssi~n~, Allllr Ihnl ccrlnin rrnl f1H'l'rtly. wilh ,hc l("nel1lelll~. hrl{"ll-
ihTmenl~ IInd "Pflllllellllllcc~ IlterclIll\n heltlllgillg or in nil)' wn)' npI'eltnining. silunlct! in _n___n_~~~n_n_ __ .._ .:__.. _.. C,,"nly,
Slllle of U1Cg1J11, de$cribc(!II~ fullmvs, In-wit:
A parcd of1nnd lying in the Soulh 225 feel ora tract orland conveyed to Shennan .\. &. Elizabeth A.
Runcncutter, hu~bllrid and wife. by that certain deed ie:corded on 21 June 1952_ on Ree\.20 "D'-, Reception
!'-Ie. 78801. Lane County Oregon Deeds and Record~: ~id parcel being more Pilnicularly deseribe:d a~
follo,,",s: Beginning al the NortbwcSl comer ofth~ D3\'id Anhur D.L.e. No 47 in Section:; orTuwnship I~
South. Range.2 \Ve~l of the V.....illamette Meridian; thenc~ followiog the v..:eslline of said D.L.e.. No. 47
South 00' 03' 00- \I':c:;t 1826~i6 feet: theme!: 1e3\-int! the WC~lline of said D.L.e. No, 47 S\luth 89' OS- 48"
Eas0(l~fci}eet to a point on the Westerly right Clf~'ay line 01" 43'd Street; theoce following said V,:e$lerly
right'ot~ line South 00' 03' 00" West 75.00 feel to the Ime point of beginning; lhence South OO~ 03'
00" \\:em. 125.00 fee:t: thence lea\'ing said We~terly righl of way line North S9~ 08' 48" West 120_00 feet
thence North 000 OT 00" Ea~t 225.00 fee:t; theoce South R9c Of)' 4W: E.a.~t 120.00 [eetLO the true point of
beginning, all within Lane County, Oregon.
ll~ Sl"IICO: Il'ISU1TICIENt, CONTINUE OESCnlPflON OM f1!'VEnSEf
1'ollave Tllllllo IInttllhe J::nme I1nlo,gtfllltee rllld grRfflcc'.~ JH.~jn, ~lIcces~Of~ Alld ils~ign~ fmeve/, .
111e lrue Rnd ndultl com:idetllliun rnid for lhis lunder, ~l:I.led in len1l5 or dollars, is S_<:~:r:~~E~__'Y!:~_t::l!lg ID f1owcvrr, Ihe
aclultl con~iclcrnlioll con~i.~l,~ of or indudcs-olhet pUlperly or VAlue given or T"ollli.~etl which is 0 pnrl of Ihe [J lite wholc (indicate
which) considernlioll.(!J flhr ~enlmcc ht'j"'l'-en the ~ymhnb lJI, If nnll1r""I["IIhle. ~hl'"ld Ill'. r1delfrl. See ORE 91lJJl1.)
In eOIlJ::lruing litis Ilecd, wherc lite conlext so retJ\lire~. lhe l'Oinglllm indtltle~ the pluml, And nil grallunnlicnl chnl1gc~ sll:1l1 he
mAde so IhA! Ihi.': dceu l'hnllllJ1pl}' e1luIIlIy 10 cnrporRliun~ And 10 intIividllak . .
IN WITNESS WIIEHllOF.lhe grantor h!l~ execuled (hi~ Inshumenllhis ___2.~!:_ uny of ___-!~~X~m____nm.' 20~__: if
glAntor i~ II cOIroralioTl, il hll~ c:m~etl il~ 11Ame It I he ~igned Tlnd its !,:;~llJ' 'y, nfrillel! It An orncet or {JllH~r I'Cf~(1n dilly :lnlhl1li7ct!
10 lIo so by order of il~ buald of t!ilectOls
, '"""
lJUS INSmUMENT WilL NOT /llLOW USE OF HIE rnormTY oE'sr,nmm If I ..., -R' ~nh~11~g,,",_n------- -
llllS INSTIlUMENf IN VIOLATlUN OF flrrllt::I\IILE ll\NO USE LAWS ^NU nF.r.!J SS. n:: 0. ,t:; ;uu
tMfOIlS. BHOnE SIGNING un ^t::CEPIfNG HilS lNSrnUMENT HIE rmSllN . .
^COUlfllNG rEE TITLE TO TIlE I'norEnTY Sl\UlIUJ CHECK Willi lIlE I\rrno. K thryrr'Anrr-B:t~rm~~e'nh~l!;1----n---n---nn
Pnl^lE en'f on COUNfYrLAfINING UErl\n1MHlT TOVEmry I\rrnOVEO USES ,,0: <::.i..l:JGI 'r Lo. ~ n
MlO 10 D'lEnM"" ^N' LIMITS O1"^WSUITS ^G^'NSmnMING on FUnES[ ~ f1 n., ;(....AcI:::aJ
PMCTlCESASOEflNEOfN0J1S3U.9JO. . T.<>~o ll"l'-l.(.cr1...v1..-L)~- ---C - ---
STATE or URUGUN, Cmlllly of ______~?.~~____nn_m_n_____m) s~.Jcl 9' . 20Ql.,
llli~ inslTlllllenl was Ack"owktl~ttl befmc me (Ill n_nnn_~__n_____X_________n~____'. -----,
. hy _~~~~__~..:__~_~!1h~_~t~~q~__?n~L~~J}D.:!l__AQ~__!!.tgm.ml}:__:pguh<J.JJ~gQtt _______ ________.
This ill~trlllllen[ wn~ Rck.nowlcdgetl beflltc me UI1 ___n_____________________
by ______________________~_~_____________n_________________________n_____________.____ - ---------------
n~ ____n____________________n__________n~_ nn_n_nn______n___________________
OFA ,.sEJ.l.--~------- ___n______n_____~_____________n___ _____n_____________ ---------
_ C=N~;R~~~~OOI N~;;;;~~~-~.~"mnm ---.
MYCOMM$~O ~, = ' , , Apnl 26, 2008
My commISSion expires ________________________________
I.t;~h.
.Y.I!:-
III}'
.11)'.
t%-02.~-24,
TL....Ic'2..<::>\/vUi7--
PRE.SUBMITTAl REC'D
MAR 1 7 2009
V'
/
I
/
(
~
4
2534
1- 9 9
\0-6"2. -c:s - Z-\
'1G-t!;..e10;>
99~02 92 05
ExHIBIT "A"
Beginning at a P9int in the center of County Road No. 287, said point bein:g ;on
the \.,Tes,: line of the David Artf\I.Jr Donation Land Claim No. 47 in Township 1.7
South, Range 2 West of the willamette Meridian, 1827.J. feet, South 00 031 West
of the Northwest corner thereof; "from said beginning poin~ run South 890 101
East 437.12 feet to the center of a road running North aDd South, thence South
00 OJ' West along the center of'said road 300.00 feet; thence North 89010'1
West 437.12 feet to the center 'o'f said County Ro'adi then~e North 00 -03:1 Ea"st
along the center of said road 300.00 feet to the place of beginning, in L~ne
County, Orego~.
EXCEPTING the East 150.0 feet thereof".". --__',
r'
.'
~
',r:
it !._~
',~':i~'.ff:
. ,. ,- ,--
.ji:?t.at'e."ofOi.eg?;~:~,1.,7':;~ -; _'I ~,~;Hm t<:\"',~ .:,.,~:
:.J:~o,unty,oH.A.n_~,,~ S5~:!ii '11: :;L~-1i!~q~rl)~'J;':' ~
;'!, '1I1e',Couniy qer~: iha0d'fqr the:s~id ~:'l;V. ,~~~ ,~, ,.] ~.
COl,lnty..d<?:he're~y;certily lh~llhe U;'Hhiri!~; .
,.lnstrumeni.::,:,as,:retc~ived f9T ~ecord Al
i:
-HTli
Idil
>1;1>.1,
I",;: .' ,:,. ,:;"'!
~~~lf''! :".';..' '-.
:f~\,i.:;::<;:.
,'. "t ;;.:..;~ ;,~.
I.. ';\If,{ .. ,1r,
,
[.
I"
':r):f
::
f'
.,
1 A/110:21
-R(!el
. 'une COlln\y'O,FFIClAL,Records
..~he:Cou'rll',i Cierk
:,
Ji:e> .
. .
PRE.SUBMITrAl REeD
MAR 1 7 7.009,
By:
JJi.;P--! ;i.Jf.J1,
County ~Ierk
"
,,~.
'~', J"" . A.:
?",,~,;~,!~,~;;'~;;:~t:~~:"
, r
.~ .
._.... J.:_.:,..,.;J.:t ,\
-'1"
'ih~!
.J}:
;t'~4,.;. .'-
. ~.1
, _.:~:.
~"~'.
.. '"
'-':'~-~-":Tf.i f~~~'~" t,:
,~ ,-
,.~, ' ,
.
~. '
....'''....'
,
~
..t ~
. id
-.- '>F~~i!
ll,,'f'"
"';"',1
t,
'. (,:", ,;:,
. ~ '.'
.t'l')i1j
"'1"'"
iL~~
,.t..lC,'
"'i!,',-',';"'f
;~;~:::~G;
,';}:l!'d
''''V~~]'
J!!t~
l""
,
F1
':..fjj.'
~0J
l~\
~i
~!II'~i
~
!:l"
9.
[f,iYl
~~
I,..'J
f
.'.~..i)').l.
:!~
'Ill
"!\ij
.,:~J
~
~
"
':$'~'
, ,::,~t.l~~
, ":'ill
"'$,1:,.,1
: Y!!l';;Y.
-~ l~~,,~
""'l,.,,.
;: "'~~l
".1if~
_,i '1tiiiQ~
ifl!~1
. 'e,
:<1::':;"';
" ,.:~
ii:,;~
~If~~i
:i~{:lm
1!.}1#1
"1~'1~
~ ..:1ti~d
; ':f,O::f.-,f2~
.!~J::JilR,~
iif"~
~,'~~~j
,r1<~J;U
;'~~:j!
...~-, .~.,1(.1l
.:;'~~1
~ !:
..
.
-J,-t"
WARRANTY DEED - STATUTORY FORM
TED A. CRANE and JEANNINE E. CRANE, Grantor,
10.
10
II.
conv@ys and warrants to
STE~ JACKSON, Grantee,
the following described real property, free of encumbrances except as
specifically set forth herein, to wit:
SEE EXHIBIT A WHICH IS MADE A PART HEREOF BY THIS RBFERENCE
Tax Account No(s): 0562957
Map/Tax Lot No(s): 18 02 05 21 08700
This property is free from encumbrances, BXCEPT: All those items of record, if
any, as of the date of this deed, including any real property taxes due, but
not yet payable.
The true consideration for this conveyance is
$200,000.00 .
BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FBB TITLE
SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 197.352. THIS
INSTRUMENT DOES NOT ALLOW USE OF THE PkOPERTY DESCRIBED IN THIS INSTRUMENT IN
VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BBFORE SIGNING OR
ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY
SHOULD CHBCK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY
APPROVED USES, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST
PRACTICES AS DEFINED IN OR~ 30.930 AND TO INQUIRE ABOUT THE RIGHTS OF
NEIGHBOR~NG PROPERTY OWNERS, IF ANY UNDER ORS 197.352.
Dated this ~ day of November, 2006.
Tgn;f~4 t:
~0j1j'll\J t CAfliY'J-
J~Ilm E. CRANE
STATE OF OREGON, COUNTY OF LANE ) Ss.
instrument was acknowledged before me on November.3 ,
and JEANNINE E. CRANE.
2006 by TED A.
Zg-D7
_ OFFICIAL SEAL
E BRENDA SORRIC
:~. --./ NOTARY PUBLIC. OREGON
"-. ./ COMMISSION NO 364127
MY COMMISSlDN EXPIRES FEBRUARY 28 2007
My commission expires
After recording return to:
WESTERN TITLE & ESCROW COMPANY OF LANE COUNTY
497 OAKWAY ROAD, SUITE 340
EUGENE, OR 97401
Until a change is requested all tax statements
shall be sent to the following address:
STEVE JACKSON
3099 KENTWOOD
BUGENE, OR 97401
TITLE NO.
ESCROW NO.
Division of eni.' Deputy Cierk
Lan_ County De.ds and Records
~~~D.ijI91~~
50-0382906
50-0382906
1111111111111111111111111111111111111111111111111 $31.00
00857872200600797880020025 11/0312006 02:22:07 PM
RPR-DEED Cnt:l Stn:6 CRSHIER D7
510.DO 511.00 510.00
,
PRt .SUBMllTAl REC'D
MAR 1 7 2009
,~
.XHIBIT "A"
.
"","t-
Beginning at a point in the center of County Road No. 287, said point being on
the West line of the David Arthur Donation Land Claim No. 47 in Township 27
South, Range 2 West of the wil1amette Meridian, 1827.2 feet South OD 03' West
of the Northwest corner thereof; from said beginning point run South 890 10'
East 437.12 feet to the center of a road running North and South; thence South
0003' West along the center of said road 300.00 feet; thence North 89D 10'
West 437.12 feet to the center of said county road; thence North 00 03' Bast
along the center of said road 300.00 feet to the place of beginning, in Lane
county, Oregon. EXCEPTING the East 150.0 feet thereof. EXCEPT that portion
conveyed in deed recorded April 7, 2005 Document No. 2005-024322, Lane County
Records.
PRE-SU MiTrAL REC'O
Mt R 1 7 2009
OWNER'S POLICY O~ITLE INSURANCE
.
Issued by Lawyers Title Insurance Corporation
POLICY NUMBER
a"'i.
l;i
,
t3?d"~d.:i;av;~d{a
Lawyeffi Ti!ie InSJ.JfarJce Corpo~atJon is a me.r7lber of tho
LfmdAmetir::a family of litle insura..:ce underwriters.
A75-Z072338
lawyers Title
SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVEFlAGE C::JNTAINED IN SCHEDULE B AND THo
CONDITIONS AND STIPULATIONS, LAWYERS 71TLE INSURANCE C.ORPORATION, a Vir.;Jinia corporat:i::ln, herein call~ the COrlpany,
insures, as of Date of Policy sho'Ml in Schedule A. against loss or damage. not exceeding ~he Amount of Insurance s:a7ed in Schedule A,
sust2ined or incurred by t:'e insured by reason or;
1. Tille to the estate or interest described in Schedule A being vested other than as stated therein;
2. Any defect in or lien or encumbran:::e on the title;
3. Unmarketabilily of the title;
4_ Lack of a righl of access t:l and from the land.
The Compan~' will also pay be costs, a;torneys' fees a!ld expenses incurre::J in defense of the title. as ins'Jred, but only to tile extent provided in
the Con::Htions and Stipulations.
IN WITNESS WHEREOF, LAWYERS TInE INSURANCE CORPORATION has caused its cOfpo~ate name and seal to be hereunlo affixec' b~'
its duly authorized officers, the Policy to become valid when countersigned by an authorized o~cer or agent of the Company.
LAWYERS TITLE INSURANCE CORPORATION
Attest:
.......-"',"-
_----\\f,SUfl~;\.\.l\
:........'-.....--...,.1'("1'1
::"~.... "',01.
... .. -'- \.".1",
!~! \~t
11;::!SJ:'L,[ ):1
3-:. ull'Li~$
\~\ 1925 /~f
t. ....... ........;
~'" .,~ ....-.. ..,. -.:'
\\\~.:.~e.:.........-
By:
~ -< &d'~ d..
Presfdent
EXCLUSIONS FROM COVERAGE
The following matters are expressly excluded from 1he coverage of this policy and the Company will not pay loss or damage, costs. attorneys'
fees or expe-nses which arise by reason of;
1. {a) Any law, orcin21Oce or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations)
restricting, regulati:1g. prohibiting or relating Ie (i) the occupancy, use, or enjoyment of the land: (ii) the cr,aracter, dimensions or
location of any improvement now or hereafter erected on the larld; (iii) a separation in ownership or a chang-e 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, o,"dinances.or governmental regulations, except t:J 1he extent that a notice of the enforcement thereof :lr a notice of a defect, lien
or encumbrance resulting from a violabon or alleged violation affecting the land has been recorded in th~ public records at Date of
Policy.
(b) Any governmental police power not excluded by (a) aboVe, except to the extent that a notice of the exercise thereof or a notice of a
defect, lien or encumbrance resulting from a violation or alleged \'iolatior. affecting the 13nd has been recor::Jed in the public records at
Date of Policy_ .
2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Poficy. but not excluding
from coverage any taking which has occurred prior t:> Date of Policy which would be binding on the rights of a purchaser for value withOlr.
knowledge.
3. Defects, liens, encumbrances, adverse claims or other matters;
(a) created, suffered, assumed ~r agreed to by the insured claimant:
(b} not known tc the Company, not recorded in :he public records at Date of Policy, but known to the insured :laimant anc nol dis:::losec
in wrIting to the Company by the insurec' claimant prior to the date the insured claimant became an insured under this policy:
(c) resulting ir. no loss or damage to the insured claimant;
(d) attaching or created subseq uentto Date of Policy; or
(e) resulting in loss or damage which would not have been sustained if the insured claimant had paid va:ue fo.. the ~state Ci interest
insurec' by this policy.
4.
Any claim, which arises out of the transaction vesting in the Insured the estate or interest insured by this policy, by reason or the operation
of fede;al bankr:Jpl:::y, s1ate insolvency, or similar creditors' rigl1ts Jaws, that is based on:
(a) the transaction creating the eslate or interest insured by this policy being deemed a fraudulent con....eyance or fraudulent transfer: or
(b) the transaction creatin;;j Ihe es~ate or interest insured :JY this poliC)' being oeemed a preferential transfer except whe,e the prerer~mtial
transfer resulls from th~ failure:
(i} to timely record the instrument of transfer; or
(iij of su:h recardatbn to impar1 notice to a purchaser fer value or a judgment or lien cre::Jitor.
PRE.SUBMIITAL REC'O
NM1PA,Q
ALTA Owner's Policy (10117!92)
Form 1190-j4Z
ORIGINAL
Valid Only If s4~6leiA ~n[~OOe Attache:!
G'd
GL9S-LB9( ~ VS)
'OUI '6u!qwnld o~oer
dGG:GO La GO Inr
..J>;;
I,f!
..{
"'1'
~r
~~J:
J
l.f
~1
,. l
a
.]
OtrOct I ::lllsnd ) - - di;,.,
e.E..Q ~ - -4- \:): () ,:;p "":.;- C) ,J / ^<
M.I=o~='s ,O";;r- '~Il '. - ~
,~, -- =-:;- ~9~ If' Co> ~Cj- C'iJ
I ~
~~ ~ I>
,.. '" Ar."
g;.... ..~ '-
~ out;: ~
<Cd N 0
~I.{)Vla.: ::l
If) _
O)~~
0'"
.00'0'9 !'lr-
]~oo.80~aN . .', r' . . .....',
~~;~ ~~\-.,~O=O;,j-7
a. a'~ 1'i, j
- 'lO ,I
-'J) I>
~( ,I "':.,
~i) i.,,! "<:<:1
~O// ....\Jf:~
~:_ ~t
"7" --- ~&
. I ' l~
o '~I~ il~
't- ~ It) ~ (Ji
'tl " .... i'\'il.!
:-1" .
;;; 0
f3~ <n 0<( 'j-:' g5i
~~ i ~~ (l~ ~~
o 0 O;~
L___B~~~_~~j____~~~~___~~~___~~~~____~I_ __;
- - . - -, - -'
d
I~
I~
o
o
'il
fa:
, -
r-
, ,
'g
o
o
m
to
m
o
o
o
Q)
'"
"
..---
,
, -
j~
J~
T........
ill
/'~~g~
($' "
<U -'"
-J ~~
C)
d!
:.'!
~
c]
Ii ~I~
II ~I.~
- "<I~
(?~~=~'"}l--<~:;. ~.
,," I
"'.,"~-
~:'::::~~:::::'::=J
~""I
{~~E:'..9
I
:',.,-
~,.-
,.s;?
!'!
o
n
~
L()~ ' ,
o ~
L()'<t~
to--t:
o
,OO';'cl
I ,O'b'il
7'1
'"
WW
....'"
",'"
,,0
_u
XI
~~~
/'--
",::,
'J'"
~.
. c;
11;"
. cr-
t ~~
I 0
.::~::.::;:<;~:....,:~~::.
~, I. "
~~~, - /~[
I
"
1
Ifl-un08
~-'1 ~
",~! ~!~~" "'" C~:-e-:;::: :=:: "1.-~;
~
0- m>-~!;;
:CO(/) ~mw_
I-z- ~ o:~
g~<cj:!: ~~w~
<C ol-(f)w I lllOI-:r: 8
a::z ...In::~...J
~<cttJ;!:o>->-w()~
O.Jo:s()ZZ IX
>-O::t- w<(<(zu
ll::':::JtI)uiaJa...o::~rn
OOO...Jo:;O...JW
lL>-I-Wt-OLL~:::~
~C}w~Ou~1L....I~
}-~o<(w~::ioJ:o
:5~ifiO-Gjj:!:iiizz:;:
O-OO:O:::J -<(Offiz
~::ni~~~ti::i~O)l;;::S
rzwl-CI)UJo ~u..
I--OCO_ocz ,.,0
PRE.f UBMITTAL REC'O
AAR 1 7 2009
9d
GL99-L89(,vg)
'OUI 'Bulqwnld O~O"r
dSG:GO LO GO Inr
.
.
SCHEDULE A
Policy No.: A 75-2072338
Amount of Insnranc.e: $200,000.00
Order No.: 50-0382906
Dale of Policy:
Novemher 3. 2006
at 2 :22 p.m.
Fcc:
$700_00
1. Name of Insured:
STEVE J ACKSOK
2. The estate or interest in the land described in this Schcdnle is:
fee simple
3. The estate or interest referred to herein is at Date of Policy vested in:
STEVE JACKSON
4. The land referred to in this policy is described as follows:
Beginning at a point in tlIe center of County Road No_ 287, said point being all the West line oftlte David
ArUmr Donalion Land Claim No. 47 in To,mship J 7 South, Range 2 West o[ the Willamelle Meridian, 1827_1
[eet South 00 03' WeS! o[ the Nortl"vesl comer thereof; from said beginning point run Soulll 890 ] 0' East
437.12 [cet to the center of a road mnning Nortll and Soull.: thence SOUlll 00 03' Wesl along the center of said
road 300_00 feel; thellee Nonh 89' 10' West 437.12 Icet to the center of said county road; tllenee Nonh 0' 03'
East along the center of said Toad 300.00 feet 10 tJ1C place ofb:::ginning, in Lane County, Oregon.
EXCEPTING Ille EnS! ISO,O fecllhereo[
EXCEPT llmt portion conveyed ;n deed recorded April 7, 2005 Document No. 200S-024322.
Lane County Records.
PRE.SUBMlllAl REC'O
MAR 1 7 2009
.01'
Owner's Policy
SO-0__,82906
j;,d
ZL99-L89( ~P9)
'OUI '6ulQwnld O~OBr
dSZ:ZO La ZO Inr
.
.
SCHEDULE B
This policy does not insure against loss or damage (and the Company ...'ill not pay costs, attorney's fees or
expenses) which arise b" reason of:
1. . Taxes or assessments ,,'hich arc Dot shown as existing liens by the records of any taxing
aulhority dial ie\ 'ic$ taxes or assessments on rcar prop~r(y or by the public record;
proceedings by a public agency "vhich may rcsull in taxes or assessments. or notice of such
proceedings.. whether or not sho""vn by tlle records of such agency or by the public records.
2, Any facts, rights, interests or claims which arc not shown by the public records but which
could be asccrlained by an inspection of said land or by making inquiry of persons in
possession thereof.
3. Easements, or claims of casement, not sho'i\'ll by the public records, resen'ations or
exceptions in patents or in acts authorizing the issuance thereof, "vater rights, claims or title
10 ".'alel.
4. Discrepancies, conniels in boundar)' Jincs, shortage in arca, encroachments or any other facts
which a correct survey would disclosc.
5, Any Hell or right ta a lien., far services, labor or material heretofore or hereafter furnished,
imposed by law and not shown by the public records,
G, The rights of the public in and to that portion of the herein described property lying within the limits of roads
and highways,
7. Tnlst Deed to secure an indebtedness in the amOlmt shown below. and any other obligations secured thereby:
Amount:
Daled:
Recorded:
Document No.:
Grantor
Trustee:
BcneJiciary:
$1 GO,OOO.OO
November 2, 200G
November 3, 200G
2006-079789, OH'icial Records
Steve Jackson
Western Title
Mortgage Electronic Registration Systems, Inc. soleI)' as nominee fOT Homecomings
Financial, LLC (F/K/A Homecomings Financial Nctwork, Inc,)
!OOOG2G04712243783
MlN:
PRE-5UBMITrAL REC'O
MAR 1 7 2009
OWller's PoliC)"
2
30-{J38290G
g'd
GL99-L89( ~ VS)
'QUI '5u!qwnld o~Qer
d8G:GO LO GO Inr
.
CONDITIONS AND STIPULATIONS
.
1, DEFINITION OF TERMS.
The following t~rms when llsed in this policy mean:
(a) "insured"; the i:"lsured namQd in Schedule A, and, subje:::t to any rights
or defenses the Company would have had against the named insured, tl10se who
succeed to the interest of fhe named insured by operation of law as distinguished
from plJrchas-e including, but not limrted to, heirs, distributees., devise9$, survivor5.
personal representatives. neXt of kin, or c::Jrporate or fiduciary SUccessors.
(b) "insur~d claimant.: an insured claiming bss or damage.
(e) "knowledge" or "knO\\'Tl"; actual knowledge. not cDnstructive kno.....nedge
or notice which ll1ay be imputed to an insured by ,easen ~f the public mcords as
defined in this policy or any o~!1er re::ords which impart constructive notice of
maHcrs affecting the land.
(d) "I;)nd~: the land described or ref~rred to in Schedule A. and
improvemc:1ts affixed fhereto which by law constitute real property. The ferm
"Iand~ does not include any property beyond the lines of the area described Dr
referred to in Schedule A, nor any righ~, title, interest, estate or easement in
abutting streets, mads, avenues, alleys. lanes, ways Of waterNaYS, but nothing
herein shall modify or I:mit the extent 10 which a right of access to and from the
land is insured by this policy.
{e} "mortgage'" mortg.<lge, deed of trust, trust deed, or other security
instrument.
{f) "public records": records established under state statutes at Date of
Policy for the ~urpase of imparting constructive notice of matters relating to real
property to purchasers 1m value and without knO\Yle-dge. With respect to Section
1 (a)(lv) of tho<! Exclusions From Coverage, "pubij::; roc ores" shall alse iilClude
environmental prOlection liens filed in the records of the clerk of the United Slates
distriGt =curt for the district in which the land is located.
(g) "unmarketability 01 the till eft: an all~ged or apparent matter affecting the
Ute to the land, hot excluded or excepted from cDverage, whjch would entitle a
pUrchaser of the estate or interest describe:::! in Schedule A to be released from
the obJi~ation 10 purchaso by virtue of a contractual condition requiring the delivery
of marke1able title:.
2. COIVllNUATION OF INSURANCE AFTeR CONVEYANCE OF TJTLE,
The coverage ~f this pallc)' shall continue in force as of Date of Policy in
fe.l'Jor of an insured only so long :as the insured retains an estate or interest in the
land. or holds an indebtedlless secured by a purchase money mortgage given by
a purchaser from the insured. Qr only so long as the insured shall have liab:lfty by
fe<.J$On of covenants of warranty made by the insured in any transfer or
conveyance of the estate or interest. This pOlicy shall nol continue in fcrce in
favor of any purchaser from the insured of ei1h~r {j} an estate or interest in the
land, or (ii) an indebtedness s.ecured by a purchase mon~y mortgage given to th~
insu/l.~d
3. NOTICe OF CLAIM TO BE GrvEN BY ENSURED CLAIMANT.
The insured shall notify the Company plOmptly in writing (I) in case of any
liti;Jation as sel forth in Sedon 4(a) below, (ii) in case knowladge shal! como t<l an
insured hcreundel of any claim of title or interest which is .adverse to the title 10 the
estate CI interest. as insured, and which might causa loss or camag~ for Which the
Company may be liable '::Jy virtue of this policy, or (iii) ir title 10 the es.tate or
interest. as insured, is rejected as unmarkdable. If prompt notice shall not be
given t(:: the- COmpany, then, as lo the insured all liability of the Company shall
lerminate \/'lith regard to Ihe matter or matters fer \ovhich prompt no',:ice is required:
provided, however, that failure to> notify the Company shall in no case prejudice
the rights of any insured under this policy unless lhe Company shall be prejudiced
b, the failure and then only to the extent of the pr~ju:jice.
4. DEFENSE AND PROSeCUTION OF ACTIONS; Dl1TY OF INSURED
CLAIMANT TO COOPERATE.
{a) Upon Written request by the insured and subject ;:0 the options
co;...lairwd in Scclior. 6 of these ::::ondition~ and StipuJalior.s. the Company. at its
ovm cost and without unreasonable delay, shall provide for the cefense of afl
insured in litigation in which any third party asserts a claim adverse to the title ::n
intorest as insurcj, but only as to those stated c~uscs 01 action a1Jeging a dofect,
lien 0' encumbrance or other matter insured against by this policy. The Company
shall nave 1he right to selec: counsel of its choice (subject to the right of the
insur~d to object for reasonable cause) to represent the insured as to tl10sc slated
causes of action and shall not be liable for and will n01 pay the fees of any other
counsel. The Company will not pay any f.ees. costs or expenses incurred by th-e
insurC:d in the oef'!'nse of those caus!:!:s of a~ion which allege matters not insured
by thi'5 policy
(b) The Company shat: have the right, at its 0.....'0 cost, to institute and
prosecute any action or proceeding or to do any other act whi.:h In its opinion may
be ne,;ossary or desirable to establish the t!tle to the es~e or interest, as insured,
01 to ,:m~....enl or reduce loss or damage to the insured. The Company may ta~C!
any appropriate action Gndor the terms of th:s policy, whether or not it shall be
liable hG"reunder, and shall no! thereby concede liability or waive any provision of
this policy. If the Comp-any shall exercjse its rights under this paragraph, 11 shall
do so diligently.
(c) lIVhenever the Company shall hava brought an action or intorpos~d a
de-ren:;e as required or pormitted by the provisions of this flolicy, the Compar,y
m~y pursue any litigalion to fir,al d~termination by a court of competent jurisdicticn
r"d
ZL99-L89{W;)
and expr~ssiy reserves the right, ir its sole discretion, tc appea; from any acverse
judgment or ordel.
(d) In aU cases V'lllere this policy permits or requires the Company tc
prosecute or provido for the defens!:!: of a,ny action or proceeding, the insured shall
secure to the Company the rig/lt to so prosecute or provide d~fense in the action
or proc~eding. and aU appeals therein, and permit the Comparljl to LIse, at its
option, the' r,ame of the insured br this purpose. Whene'Jcr roquested by the
Company, tt',e ir:sured, OIl the Company's 0xpense, shall give the Company all
reasonable aid (i) in a.ny action or proceeding, s.ccuring evidence, obtaining
witnesses, prosecuting :lr defending the action or proceeding, or effecting
settlement. and (ii) in any other la'llfur act which in the opinion of the Company
may be necessary or desirable to establish the title to the estate or i.'1terest as
insured. If the Company is prejudiced by the failure of ,the insured to furnish the
required coo,oeration, the Company's Obligations t::. the insured under the policy
shall terminate, incJudihg any liability or obligation to defend, prosecu~e, or
continue any litigation, with regard to the matter or matters requiring such
cooperation.
5. PROOF OF L..OSS OR DAMAGE.
In addi~ion to anct after the notices required under Section 3 of these
Conditions and Slipulations naIJe been provided the Company, a proof of loss or
damage signed and SWorn :0 by the insured daimant shan be furnished to the
Company within 90 day~ .after the insllrQd claimant shall asc~r::ain the facts givinf:
rise to the loss or damage. The proof of loss or damage shall describe the defect
in, or lien or encumbrance on thc titls, or other mattE:!r insured against by this
policy whicll constitutes the basts o~ loss or damage and shall state, 10 the extent
pos.sible, the basis of calculaling the amount of the loss or damage. If t~~
Company is prejudiced by the failure of the insured claimant to provide the
r~quired proof of loss or damage, t'le Company's obligations to the insured undm
tho poiicy shall terminate, including any liability Qf obligation to defend, prosecute,
or conti.'lue any litigation, with regard to the matter or matters requiring Such proof
of 10$s or damage
In addition, the insured dairr,ant may reasonabiy be required to submit to
examination under oath by any a'..rt:horizcd represct1tahve of Ihe C:3mpal1Y and
shall produce for examination, inspec:ion and copying, at such reas{lnable times
and pla;;:cs as may be designated by any authoriz~d representative of !he
Company, all records, books. iedgers, checks, correspondence- and memoranda,
whether bearing a date before or after Date of Policy, which re-asonably pertain to
the loss or damage. Further, if req;1esJed by any ailthorizQd representative of the
Company, the insured claimant shall grant its permission, in writing, fa' any
authorized representative of the Company to examine, inspect and copy all
records, books, ledgers, checto;s, correspondence and memoranda in the custcx:ly
or control of a third part;i, which reasonably pertain to the loss or damage. All
i.'1forma1ion designated as confider.tial by the insured claimant pro~'id~d to thQ
Company pursuant to this Section shall not be disclosed tc others unlcss, in the
reasonabie judgment of the Company, it is necessary in the administration of the
:::Iaim. Fa:lure of the insured claimant to submit ror examination lmder oath.
produce ether reasonably reqll~sted information or grcnt permissicn to secure
reasonably necessary information from third parties 2S required ir this paragra::lh
shan 1e~mir.ate ar,y liabilit).' of the Company under this fJoricy 2S ,el tt-,at :Iaim.
6. OPTIONS TO PAY OR OTHERWIse SETTL..E CLAIMS; TERMINATION OF
L1ABIUTY.
In case Qr a claim under this porlcy, the Company shall have the following
additional options:
(a) To Payor TC'lder ?aymtnt of the Amount of Ir-.surance.
To payor tender payment of the amount of insurance under this poli::y
together with any :::osts, attorneys' fees and expenses irlcurred by the insured
c1aimar,t, which wele authorized by the Company, up to the time of .?aym€nt .?f
tonder of payment and which the ~ompany is obligated to pay.
Upon the eX~n;;ise by 1he Company of thi~ option, all riability and
obligations to the insured under this policy. other than 10 make the payment
required, shaU terminate, including any liability or obligation to ::Iefend, pr:;Jsecule,
or continue any litigation, and Ihe policy shall be surrendered 10 the Company for
cancellation.
fb} To Payor Otherwise Settle With Parties Other tha.~ the Insure.:: or With
the Insu'la'd Claimant,
(i) to payor cthL':lrwise setj~ with other parties for or in the name of
an insured claimant any claim insur-ed against under this poli:::y, together with any
costs, attorneys' fees and expenses incurred by the insured claimant which were
authorized by the Company l:p to the time of payment aM which the Company is
obligated to pay; or
(il) to pay ar otherwise settle V'/rtn rhe insu;ed ::laimant th~ (oss :;Ir
damage provided for under this policy, togethor with any costs, attorneys' lees ar,d
expenses incurred by the insured daimant which were authorized bv It,e
C{lmpany up to Ir.e time of :iayment an::l Which the Company is obiigated to pay.
Upon the exercise by the Compa!1Y of ei&,er of the options proYioed for in
paragraphs (b)(i) or (ii), the Company's obiigations to the insurec under this r::olicy
for the :;Iaimed loss or damage, other than the payments. required tc be made,
shaff terminate, including any liability or ')bligation to defend, prosecute or
continue <:lilY litigation.
PRE-5UBMITrAL REC'O
MAR 1 7 2009
"OUI '6u!qwnld O~Ol"r ""
dZZ:ZO LO ZO Inr
.
.
CONDITIONS AND STIPULATIONS
(Continued)
7. DETERMINATION, EXTENT OF LIABILITY AND COINSURANCE.
This poky is a contract or indemnity against actual monetary loss or damage
sustain8d or incurred by tha insured claimant who "nas. suffered loss or damage by
reason of matters insured Ol:Jainst by this po[icy and only to Ihe extent herein
ccscribed.
(a) The liability of [hoe Company under this poli::y shall not exceed the least
ct
{i) the Amount of Insurance stated in Schedule A: or,
(ii) the difference between the value of the insured estate or
interest as tnsured and the value of the insured estate or interest subject to the
defect. lien or encumbrance insured agail)st by Ihis policy.
{b} In the event the Amount of Insurance stated in Schedule A at the Date of
Policy is les.s than 80 percent of the value of the insured estate or interest or the full
consideraticn paid for the land. whichever is less, or if subsequent t:l the Date of
Policy an improvcnl::mt is erected on the land wt1ich increases tho value of the
insu~ed es;:atc or interest by at least 20 percent ovt':r the Amount of Insurance statoo
in Schedule A, then tl1is Policy is subject to the following:
(0 where no subsequent improvement has been made. as to any
partial ioss, the Coml==any shall only pay the loss pro rata in the proportion that
the amount of insurance at Date of Policy bears to the total value of the
insured estate or interest at Date of Policy; or
(iiJ where a subsequent improvement has been made, as 10 any
partial loss, the Company shall only pay the loss pro rata in the proportion that
120 percent of the Amount :Jf Insurance stated in Schedule A bears to the sum
of the Amoun: of Insunmce stated in Schedule A and the amount expended for
the improvement.
The provisions of this paragraph shall not apply to costs. attorneys' fees and
OKpet'lseS for which the Company is. liable under this policy, and sr,all only apply 10
that portion of any loss which eKceeds, in the aggregate. 10 percent of the Amount
of Insurance stolcd in Schedule: A.
ec) The Company will pay only those costs. attorneys' fees and eKpcnses
incurred in accordance wittl Saction 4 of lhese ConditiO:1S and Stipu:ations.
8. APPORTIONMENT,
If the land described in Schedule A consists of two or more parcels which arc
n:n used as a single sile, and a loss is eslablished affecting one or mOlc of tho
parcc.ls bu1 not all, the 1:Jss shall be computed and settlee on a pro rata basis as if
tho a:novnt of insurance under this policy was divided pro rata as to the value on
D<Jtc ::>f Policy of each separate parcel to tne whole, oxclusive of any improvements
made subsequent to Date of Policy, unless a liability or value has otherwise been
agroed upon as to each parcel by the Company and thE! insured a~ tho time of the
issua.,ce of this policy and shown by an express statement or by an endors~ment
attached ,0 this policy.
9. LIMITATION OF LIABILITY.
{a) If the Company establishes the title. or removes the alleged defect fien
or encumbrance. or cures the lack of a right of access to or from the land, or ~ures
the claim of unmarketability of litie, all as insured, in a reasonably diligent manner
by any .'TIethod. including litigation and the completion of any appeals therefrom. it
shall ha'le ~uHy performed ils obrigati::)ns .....ith respeC\ to that mattcr and shdll no: be
liable fo~ any loss or damage caused thereby.
{b) In tho event of any litigation, including litigation by the Company or with
the Company's consent, tho Company shan have no liability for loss. or damage until
lhere has bC?cn a final determination by a court of competont jurisdietion and
ciispcsition of all app~als thorefrom, advers.e to the title as insured. '
~c) The C:::Jmpany shafJ not be liable for loss cr damage to any insured for
li<.tbility ~':)Iunta~ily assumej by the insurec in settling any :;laJm or suit without the
prior \vrlttcn consent of the Company..
10. REDUCTION OF INSURANCE; REDUCTION OR TERMINATION OF
L1ABIUTY.
All payments under this policy, except payments made- for costs. attorneys'
fees and e.lCpens.C!s, shall reduce the amou.'it of the insurance pro 1anlo.
11. LlABJLITY NONCUMULATNE.
It is expressly understooci that the amount of insurance und~r this policy shall
be redu:;:cd by any amount the Company may pay under any policy insuring a
m::>rtgage to which exception is taken in Schedule B or to v..t!ich UUl insur~d has
agreed,. assumed, or taken subject, or which is hereafter execuled by an insured
and v.tllch :s a charge or lien on the cstaic or interest described or referred to in
Schodule A, and the amount so paid shall be deemad a payment under this policy
to the insurc:f O'M"',er.
12. PAYMENT OF LOSS.
(a) No payment shall be made without produ~in9this policy for endorsement
01 the payment unless the ;1olicy has bQ<:ln lost or destroyed, in wl1ich case proof of
loss 0/ destructlor. shall be furnished to the satisfaction of lhe Company.
L'd
GL99-L89( ~ V9)
(b) VVher. liability and the extent of loss or damage has been definitely fixer::
ir. accordance with these Conditions and Stipulations, ':he loss or dam:Jge 'Shall :>e
payable wi:~in 30 days thereafter.
13. SUBROGATION UPON PAYMeNT OR SETrLEMENT.
(a) The Company's Right of Subrogation.
. \Nhcnever the Company 'Shall have settled and paid a elain". under this poricy.
all nght of SUbrogation shall vest in the Company unaffected by an)' act of th(1
insured claimant.
The Company shall be SUbrogated to and be entitled to allligh:s and remedies
which the insured claimant would have had asai,..,s1 any person or prop~rty in
res~ect to' the ~aim had this policy not been issu<l!d. If rcquestd by the Company.
the Insured claimant shall transfer to the Company all rights and remedies against
any p.erson or property neces!'.ary in order to' perfect this right of subrogation. The
insured claimant shall permit the Company to sue. compromise or settle in the name
af the insured claimant 2Jld to use tho name of the insured claimant in any
transaction or litigaticn involving these rights or remedies.
If a payment an account of a claim does nat fuUy cover the loss at the insu'ed
claimant, the Company shall be sut>rogated to' these rights and remedies in the
proportion which the Company's payment boars to' (he 'whole amount af the loss.
If less should result from any act of the insured claimant, as stated above, that
aet shall n01 void this policy, but the Company, in thaI ev(!n~, shall::,c required to pay
only that part of any losses insured against by this policy whic:. shall Elxcced the
am.ount, If any, lost to the ::::6mpany by rcason of the impaimumt by th~ insured
claImant of the Company's right of subrogation.
(b) The Company's Rights Against Non~ured Obligors.
The Company's right of subrogation against non-insured oblisors shall exist
ane shal; include. without limitati<ln. the righ1s of the insured to indemni1ies,
guaranties, other policies of insurance or bonds, rwtwilhstanding any terms or
conditions contained in those instruments which provide for subrogation rights by
reason of this policy.
14. ARBITRATION,
Unless prohibited by applicable law. either the Company 01 the insured may
demand arbitration pursuant to the Title Insurance Arbitration Rules of the American
Arbi1ration Association. Arbitroble mallers may include, but are not limited to, any
cont~overs.y or claim be~'VC?en the Company and the insured arising out of or relating
to thIS polley, any service ef the Company in connection wilh its issuan:::e or the
breach of a policy provision or olher obligalion. All arbitrable matters '.rvh~fl the
Amount af insurance is 51.000,000 or less shall be arbitrated at the option of either
the Campan).' or the il1sured. AU arbitrable matters wner.the Amount of Insurance is
in excess of $1,O:lO,OOC shall be arbitrated only whcn agreod to by bolt-. the
Company and tho insurad. Arbitration pursuant to' this policy and under the Rules in
effoct on t~e date the demand for arbitration is made or, at th~ option of thE: inSUled.
the ~ules m effect at Date of Policy shall be bindin!; upon the parties. The award
may Include attorneys' fees only if the Jaws of the state in which the Ian::! is located
parmit a court to award at:orneys' fees to a prevailing party. Jldgment upoo tto,e
ilward rendered by the Arbi:~ator(s) may be entered in any ::01.Jr1 having jurisdiction
lhe,eof.
"'?"he law of the situs of the land shZ/1I apply to an arbitratbn under ~hc Title
Insurance Arbitraticn Rules.
A copy of the Rules may be obtained from the Company upon request.
15. LIABILITY LIMITED TO THIS POLICY; POUCY ENTtRE CONTRACT.
(a) .This polic.y toge:her ~th all endorsements. if any, attached hereto by the
C~mpany ~s tile entire poliCY at'ld contract between the insured and the Company.
In mterpretmg any prcvision of this policy, this poticy shall be construed as a \mole.
. (b). Any claim of less or damage. whether or not bas~d or, ncgli;jcnce, and
which ans~s out of I.~e status of the title to the estate or interest covered hereby or
by any achon assertmg such claim, shall be restricted 10 this policy.
. ~c) No amendment of or endorsement to t'l.is policy can be made except by
a wr~ng endorsed hereor. or a:tac::hed hereto signed by either tne- Presidel",t, a Vice
PreSident, the Secrelary, ar: Assistanl Secretary. or \'alidating oticcr or autho;1z'!!d
signatory of tho Coml=any.
16. SEVERABILITY.
. In the evont any provision of the pOlicy is held invalid ar unenforceable under
apph.c~bla law, the ~Iicy shall ~e dcc:::med not to include that provision and all other
provlSlan'S shalf rcrr.aln in full10rce and effect.
17. NOTICES, WHERE SENT.
All r.otices required to be given 1he Company an::! any statement in writing
required to be furnished the CO:TIpany shall in::lude the number of this policy
and shall be addressed to: Consumer Affairs Department, P.O. Box 27567
Richmond, Virginia 23261-7567. .
PRE-SUBMIllAl REC'D
MAR 1 7 2009
'OUI '6u!qwnld O~OBr
d8G:W LO GO Inr
:::>
o
>-
~
:z
<(
:t:
I-
5E~
c~u
>-,,-'"
o~~
c ~ GO
.2 ::s...c.
1:50,=
2~~
c ~
-,=-g-~
~ ge::
- <I) tV a.:i
.E~~~
~~~i
e E a..~
CLU)::n~
<D~oo:5
gcCIJ-
~.~ al..,Q
~ 10 CD
.S U)'-::a
~~~.:
i-= ~ 8. 5;
~-50
oo~
8 ~ ~
a 8 E
:;
.~ ~~
~8.o
;:::I'~ ~
B.f:~
",>-"-
~..c ~
c :.c
-Q i5-
1B:-g""2
~i3~
~ ~ w
Q) U.-
,.
'"
-'=
"
o
>-
"'..
00-'=
OJ-
C5e2
- 8~-~
<=
-Q
12
o
e-
o
u
'"
'"
@
~ e?
<=--
- OJ
dE~
;":=L-
'"
~ E
'" "
;;~
OJ 0
----'U
00
X>
,,-,=,
(0 ....,
"'00
r;-:;:
~oE
...--,'='"
",roo
(lj Q; E
'c Q) co
r-- "CloJ:::: "U
(.0....._,;:::
~5:S~
C""-l -0- (1)- ~
~ ~ 25 ~
~E-a.-.
Oo~~
a..:n::..$:s:
E-58
.~ .2 c::
(1)""Cl' ~
en c:: f.?
~ <0.5
'en co
is.Q ~
<ii-
-8o~
.9 (5.2
au -
<=
"U5 dl C
8 ~ >-
..c ~
'-',,'"
~ c
.2.s~
'"
E
"
~
"
.~
~
"
~
l:: g
0_
EB
O'~
~o
~E
'-'~
~ C
U 0
c~
E 0
~~
.-
-='0
~ ~
:;::;IDoui
~~ Qi
~~'i::
~E~
~ <<: {j
.3.~ 5
Jg~
it;i-
f~~ ~
:i~~
{~j CO
,.,....2-..J
~
...
LL
o
>-w
UU
......JZ
0<(
0-0:::
:::>
en en
- Z
0::::_
Ww
Z......J
S:J-
01-
c;;-
m
;:::
C3
<=
-Q
<ii
-'"
o
~
~
<(
~
i=
-0
<=
OJ
----'
<=
OJ
'-'
-<=
<V
E
<(
cv
~
I-
m
L...
cv
~t
~ ct:I
~....J
s:::
o
+::
ct:I
L...
o
C.
L...
o
U
CV
to)
s:::
ct:I
L...
::::s
en
s:::
" <V
g, .:e:
~I-.E
c
'"
5
:B"C .
~ro{g
OJ ~ ~ ~
S-l.Ec
~
g
o
~
.S
~
~
'0
-€
~
c~
o
~o
.t!.2
e-~
8~
~ 0
u_~
c
0"
55
w
':::0
~ ~
~E.,;
I-E2
<II 0'1::
:VE~
~a~
.::.~ 3
ttf. Q)
", ~-
.,;';',";": ..-
';~~ i-
''':,","
V>
,".-.-, :l....
Q)
:;;i ~
,,;; ro
""_"'~ -..I
!31---.-"
...
u
E
ci: ~
5 it'~
c~~
~~~
CON
~ g'~ E
O'::n8
.~ G'> E
~ E --g--g
<(<'J~E1
-g~-S ~
~~e~
PRE.SUBMITTAl REC'O
MAR 1 7 2009
N
~
~
c.
=
on
E
"
LL
S-d
GL99-LS9( ~ vc;)
-QUI '6u!qwnld O~Qer
.
dvG:GO LO GO Inr
07/02,{2007 13:20 FAX 5414855624 POAGE ENGINEERING ~001
***************************
*** ACTIVITY REPORT ***
***************************
ST, TIME CONNECTION TEL CONNECTION ID NO, MODE PGS, RESULT
06/28 08:59 6824466 1867 TRANSMIT 0 NG 00'00
0 #018
06/28 09: 14 6823947 1868 TRANSMIT ECM 2 OK 00'19
06/28 10:19 6868275 1869 TRANSMIT ECM 3 OK 00'55
06/28 11: 45 541 431 1891 8019 AUTO RX ECM 3 OK 00'30
06/28 11: 59 541 344 5894 8020 AUTO RX ECM 2 OK 00'38
06/29 05:47 5036542056 8021 AUTO RX ECM 2 OK 00'26
06/29 09:54 8022 AUTO RX ECM 2 OK 00'45
06/29 10:02 6825572 EUGENE PLAN/DEV 1870 TRANSMIT ECM 1 OK 00'19
06/29 10:09 3445894 1871 TRANSMIT ECM 1 OK 00'22
06/29 10:31 5413454779 UNIQUE PROPERTIE 8023 AUTO RX ECM 2 OK 00'30
06/29 14:01 6849358 8024 AUTO RX ECM 3 OK 00'34
06/29 14: 44 9351838 LCOG SDSD DSO 1872 TRANSMIT ECM 3 OK 00'38
06/29 14: 45 4853505 1873 TRANSMIT ECM 3 OK 00'41
07/02 08:09 8025 AUTO RX ECM 1 OK 00'21
07/02 09:08 6875927 1874 TRANSMIT ECM 6 OK 01'14
07/02 09:38 3346570 1875 TRANSMIT ECM 1 OK 00'29
07/02 10:28 503 224 9361 8026 AUTO RX ECM 2 OK 00'36
07/02 10:39 6864814 1876 TRANSMIT ECM 1 OK 00'14
07/02 12:29 5413430456 8027 AUTO RX G3 1 OK 01'20
07/02 13:16 541 687 5672 8028 AUTO RX ECM 8 OK 03'13
PRE-SUBMITTAL REC'D
MAR 1 7 2009
- .. . .
. .. ENG/NEER/NG&SURVEYING./NC.
STORM DRAINAGE STUDY
for the
EAST CONGREGA nON OF JEHOVAH'S WITNESSES
MARCH 16, 2009
PRE.SUBMITTAl REC'D
MAR 1 7 2009
CIVIL / ENGINEERING . SURVEYING
P.O. BOX 2527 EUGENE, OR 97402-0152 990 OBIE ST. 541/485-4505 FAX 541/485-5624 WWW.POAGE.NET
..
.
.
OVERVIEW
This storm drainage study is being prepared in accordance with the City of Springfield
Engineering Design Standards and Procedures Manual (EDSPM). Because it is a non-residential
development that is larger than I acre, the Drainage Study type required for this project, given the
parameters specified in Section 4.03.2 of the EDSPM, is a Medium-Level Study. The hydrologic
calculations shown on the following pages are based on the Santa Barbara Urban Hydrograph
Method (SBUH) for calculating runoff generated from the 2, 5, 25, and 100 year storm events.
Runoff from the proposed development is to be collected in a private pipe system and conveyed
to the on-site retention/infiltration pond (Raingarden) as shown on the plans. All runoff from the
site will be conveyed to the Raingarden which is sized to handle the design storms per the
EDSPM without the need for infiltration or overflow as outlined in this study. The Raingarden
will have an overflow catch basin to be installed as s.hown and connected to the public system in
42nd Street by extending the existing 18" storm pipe stubbed to the property from the manhole in
the street. The proposed stormwater management system is sized using the SBUH considering
no infiltration, ie runoff from the entire storm can be stored in the Raingarden. However, to
make sure the drawdown time meets the standards of the EDSPM the system was also analyzed
using infiltration.
HYDROLOGIC CALCULATIONS
The site contains about 75,900 square feet (st) which when "fully developed" will have
approximately 55,900 sf of impervious areas and 20,000 sf of pervious areas. "Fully developed"
assumes future paving of the 16,400 sf overflow parking area located in the southeast comer of
the site as shown (shown now as gravel). The development proposed with this application
includes construction ofa 4,900 sf building, and 34,600 sfofpaved impervious surfaces (pc
concrete & asphaltic concrete), 16,400 sf of gravel, and 20,000 sf of landscaping and Raingarden.
Storm water runoff generated from these areas was calculated as shown on the attached
spreadsheets using the SBUH method for the purposes of detemlining retention storage needs for
each design storm and are summarized below. The 2-year storm (3.3 inches in 24 hour storm)
will generate a peak design flowrate from the site to the Raingarden of about 0.55 cfs and results
in a storage need of 5,831 cubic feet (ct), without infiltration. The 5-year storm (3.8 inches in 24
hour storm) will generate a peak design flowrate from the site to the Raingarden of about 0.65 cfs
and results in a storage need of6,851 cf. The 25-year storm (4.8 inches in 24 hour storm) will
generate a peak design flowrate from the site to the Raingarden of about 0.84 cfs and results in a
storage need of 8,909 cf. The 100-year storm was also evaluated to determine if the emergency
overflow has sufficient capacity to pass the 100-year flow. The 1 OO-year storm (5.2 inches in 24
hour storm) will generate a peak design flowrate from the site to the Raingarden of about 0.92 cfs
and results in a storage need of9,736 cf.
In order to size the conveyance system, the rational method for a 5-year design storm was used.
Haestaed Methods Flowmaster software was then used to show how the proposed system
performs using the flows generated by the rational method for each area. The site is divided into
four (4) basic areas, the building (5,856 sf, inc\. overhang) being one of them and then the paving
divided into three (3) equal areas, 11,530 sf each. The collection system is divided into two with
one pipe system collecting two paving areas, areas Al and A2, corresponding with flow rates QI
and Q2 as shown in the attached calculations. The other pipe system collects the building and
PRE-SUBMITTAL RECIO
MAR 1 7 2009
~.
.
.
the other paved area, area A3 which corresponds with Q3 of the attached calculations. The 5-
year flow rates are 0.50 cfs, 1.0 cfs, and 0.72 cfs for Q 1, Q2, and Q3 respectively.
STORM MANAGEMENT SYSTEM ANALYSIS
The Raingarden is approximately 62 feet by 107 feet (top to top) and will hold approximately
12,565 cubic feet (d) when full (2.25 ft depth). The lowest point of the top of grate (sloped
grate) for the overflow catch basin is to be constructed about 1.75 feet from the bottom of the
Raingarden and will result in a Raingarden storage of approximately 9,337 cf prior to overflow to
the public system. This is more volume than the 25-year storm event will produce and thus the
proposed Raingarden can handle flows from the site for up to and including the 25-year event
without overflow. The 100-year event would overflow to the public system but only for the last
100 minutes of the storm where the design flowrate is only 0.07 cfs. The slope of the existing
18" public pipe stubbed to the property from 42nd Street is 0.12%, and has the capacity to handle
such a small flowrate. At a slope of 0.12% (0.0012 ftlft) it would be able to pass a 0.07 cfs flow
with less than 2 inches of water in the pipe (9% full).
The conveyance system was sized as described above using the Rational Method and Haestaed
Methods Flowmaster software. The pipe, PI, that is to convey flow from area A I, is a 6 inch
pipe sloped at 0.70% (0.007 ftlft) and will be 74% full with a velocity of3.2 feet per second (tps)
at the 5-year design flow, Ql equals 0.50 cfs. The pipe, P2, that is to convey flow from areas Al
and A2 to the Raingarden, is a 10 inch pipe sloped at 0.50% (0.005 ft/ft) and will be 53% full
with a velocity of 3.4 tps at the 5-year design flow, Q2 equals 1.0 cfs. The pipe, P3, that is to
convey flow from area A3, is sloped at 1.0% (0.01 ftlft) and will be 50% full with a velocity of
4.1 tps at the 5-year design flow, Q3 equals 0.72 cfs. As such all three pipes meet standard
engineering practices for storm water conveyance. The pipes also have more than 1.5 feet of
cover as specified in the EDSPM.
The roof drain system was sized on the plans to reflect building code standards, being 4 or 6 inch
pipes sloped at 1.0% to drain the roof areas of the proposed building. The 4 inch pipe along the
east side of the building will carry runoff from a total of 3,504 sf. The 4 inch pipe along the west
side of the building will collect runoff from 2,352 sfofroofarea. Building code allows up to
3760 sfofroofarea for a 4 inch pipe at 1.0%. Where the two 4 inch pipes come together, the
pipe becomes a 6 inch pipe which can handle up to 10,700 sf per the building code (@ 1.0%).
CONCLUSIONS
Based on the design criteria requirements of the EDSPM development of this property can be
accommodated with the proposed improvements as discussed above. The proposed development
complies with the stormwater criteria of the EDSPM in that all runoff generated from the site for
up to and including the 25-year design storm is retained on-site and will be infiltrated into the
ground. In the event of other extreme storm events, runoff could overflow to the street via the
18" public pipe. The public drainage system will not be adversely impacted by any
improvements, proposed or future, for this property. The proposed stormwater management
system will comply with all other applicable state and local regulations and can be more fully
addressed at the time ofthe building permit application.
PRE.SUBMITTAL REC'D
MAR 1 7 2009
./
~,
.
STORM DRAINAGE
PLAN
.-
PRE-SUBMllTAL REeD
MAR 1 7 2009
..,
.
.
o8~ i
~ ~ :
'" .. ':l ~ ~
d~:~~~ -
l";'~"'"
'" \!!.;; ~ '" a: '" ~
gow~t;~~~%
~~;';"'~i~i~
~0"~~8~iii
- ~ :;;~ ~ i;\ Oil Oil ;:
! ! ! ~ ~ " ;:: ! Z
~BEffBB58
i %
.
GO
5 .
~!
li
H
- "
~ ;
~ !
Be
i ~ .
~W'~8~i3~ ~:!!~
~ 'i l t;; '" Ii
[..;,:.~*~~ ~&~
~oz!:i!~ 5 ;!;O~~
IIB8~~i:~~~~
~
> ,
~ ,
~'
u
"
00
~13
f~
~
I ~
l .
.
-"
--
~~
~~ i i
~ _ ;t.
! I j I I U ~~
I :;:; 'C)
:::: '.1
(I'ti .:-: 1',
0 El~e5QQ~i , e. . 0 . . ~ I ; " < . T . \: i~,
Z i I I i
~ I
0 ! :.:. >';
, ~ I :::: '~'
-'
&
VJ'
~
'"
VJ
~
Z
E'<
~
VJ
Z :c
<( <(
...l
p..:> z
~ ~ "~~
~ W ~~~ ,
o ~~;:g .
< .......~--(:>!;l
~60 ""~8 '"
o"-z~~~~
- OM~,d
~ "'"" "'-~
E'< 'l~
<30';;;~
~ O"':::;~
p.. ~ .
~ p::
t: 0
VJ Z
o
U
E'<
VJ
<(
~
;
~ ,,~
.- ,-.-~"
~; ~~~ :# ~
~~~ f~: ~~.z~
-.8\'1 _ o:;-~ ..,.
-- - ~~
'3t;~;'" ;!~; '5Q: ...
5!8; 9 ~f'~~
l%~ ~'O~ :n';! ~~
'O~~~~;l<~i
ti!:~5 ':~a l>!B ~~ r
~go,u~...-,o
..,!5:,!'" ...~ ~ 3.... i!:~ f
':6..,l.'!~o.:tli:..
z....~ ~a~ 0,5 lit!
~g~gi;;!O~s
~~~~ ~~ ~,~~
...;~ ~~~ ~~ ~~ B
:~~ o~; !;J :" ~
ij~~ ~r~ ~ Ei.i
~!~ ni~ !~ ~~ ~
.
j ;
:l!?;': e
~
_~1 .
;!:3~ ~
S,,3",
~\:l:;; ~i
/i:~l ::01
h: ~:
';'1 ~l
~
~~
~~'! .:::3
.",-
~j; ~~
~Ii ,:~
~~ 5~
flS~~:;;:
[gll! ~~
., r
~i ~
~~E ~.!
~a.3 l[.o!
o3~ Cl:'
-', '.
~h ~\!i
~
i
@~@
a:~..; ti
"';fa:!:,
i~~1 ~
~~!.
::I<'>i!;~ :I
i~~~ 0,"
"0
Sl"'~:l: t
:8'fl<
~~a~ ~
;~~:: "'01
~;,,;~
5~~i.i "
~~gi ~
e"'~! u
~~!~ "
:~~: ~.
~~i:;~ _
f! !
~2 ::!
/:'f ~
U' ,
~ ~
i
~
lf~ u
;ll"" a-
~~ ~
.. "
~
~~
'" -.
~~- ~
~~
~~
~ ;1l
"
... ~!.
~ 3 ;3
~ ~;
n i! ~
....~ ~~ .!i
w3i ~ ~~
:. ejo"; ~i1I
;~ 3 5!
't".!i r:~ ~a.
~,,;'~~" :::-
t~i; ;'"1
0<<: ~8 ...
~~ 8~-i!!!::l
.~~ ~~i S~
~~ ~i" ~~
~@::;~ ~i
';1', 'I" II
~, ,,; :"
~~~ ~~~ ~~
~~ El~ ':l!~
~;~ ~~i ~iS
"
~
~
b
z
-'
'<
~
~
z
"
o
.. ....;,;.; ..
.,; !:i
;
;
b
,~..~ ~ o"~
:',c",
J:,' .
-0
~]
~i'i~;
~i~~
~ ~.~"
.~ ~~~~
<
~
'l~"""
,
t:' . ci
ci~ ~t'"
"cit:'~Si~
.0 _
~;i~;i
/:...... ,a
:5j'~"'~
l5!l:.::s;r~::
1...'lE.7l'5~
~ ~~~jii
..; ~j~~t;t;
"
"
gJ g
g] f;j~
@ ~:3
~ ]~
t!.J..",
E---< ...;3
en :i*
~
~
"
~
~
,
!-<~
?i ~ !;;
u 0 ::::
::i a ~::<
g; :;;~~~
<: !2~ci~
--l':j<<:...>-
gJ a::~~
z ~~~!li
~ <-~g
o "'~"'''-
u
is ~
d ~~
~ ~Q
""
g; ~g
p: N;;:
::> o.
~ h
'" co
o lilci
~ 3g
p: g~
ffi ~~
Z _0
o ~~
z ~:;;i
~ g~
o ci~
" ..
o Q
"-
i
I
!
, h
C ,
~
. ~ __I!l
._._.__~_G-~-=---=-=:=:"=-:=:.:..."_LM~:::a':
b b
I .I.ffilli.LS puzy H.U10S
~.::l:c=:=.--~. . _ . _ -~:=;-=~=-;~-
J
~~;tl::-:ri-,;~~~~::"~,~-,," '" ~~~--
"si;iC -:,:;:::,-;~: c' :~'::::4~
l
,
,
~I
.
i
I
,
,
<
PRE.SUBIVIIIIAL Ri:C1D
MAR 1 7 2009
(
.
.
SOILS
PRE.SUBMITTAL REC'D
MAR 1 72009
...
350
Soil name and
map symbol
28C, 28E-----~---
Chehulpurn
.
.
TABLE 13.--PHYSICAL AND CHEMICAL PROPERTIES OF SOILS-~Continued
Soil Survey
-- --r - M:ist -1~e-rrneab~litY rAvai1ab~ soil TEras ion
Clay Shrink-swell factors Organic
\ bulk water reactlon potenti a1 \ ! matter
densi tv - capaci tv K T
Pct I S;cmo In/h~ In/in 12!! . ,T pct
-
18-27 1. 30-1. 40 0.6-2.0 0.19-0.21 5.6-6.5 LOw---------~\9.28 2 I 3-5
20-30 1.30-1.40 0.6-2.0 0.18-0.22 5.6-6.5 Low---------- 0.28
--- _n _n --- _n ------------- ----
5-15 1. 30-1. 40 I 0.6-2.0 0.20-0.22 5.6-6.5 Low---------- 0.32 5 5-10
5-15 1.30-1.40 D. 6-2.0 0.19-0.21 6.1-7.3 Low---------- 0.32
2-10 1. 30-.140 0:6-2.0 0.08-0.10 6.1-7.3 Low---------- 0.24
5-15 1.30-1.40 0.6-2.0 0.20-0.22 5.6-6.5 Low~---------lo.32 5 5-10
-5-15 1. 30-1. 40 0.6-2.0 0.19-0.21 6.1-7.3 Low---------- 0.32
2-10 1. 30-1. 40 0.6-2.0 0.08-0.10 6.1-7.3 Low--------~- ,0.24
" I
27-35 1. 20-1. 40 0.6-2.0 0.1S":'0.20 5.6-6.5 Moder:ate~---- 0.32 5 4-6
35-45 1.20-1 :40 0.2-0.6 0.18~0.20 6.1-7.3 Moder:ate----- 0.37
15-30 1.20-1.40 2.0-6.0 0.13-0,15 6.6-7.3 Low---------- 0.24
27.:.35 1.20-1.40 0.6.,.-2.0 0..18-0.20 5.6-6.5 Moder:ate----- 0.32 5 4-6
5-45 1.20-1.40 0.2-0.6 0.18-0.20 6.1-7.3 Moder:ate"----- 0.37
15-30 1. 20-1. 40 2.0-6.0 0..13-0.15 6.6-7.3 Low-----~---- 0.24
27 -35 k20-L40 0.6-2.0 0".19-0.21 5.6-6.5 Mod~r:ate--~-- 0.37 5 4-8
5-50 1.20-1.40 0.06-0.2 0.14-0.16 6.1~6.5 High--------- 0.37
5-30 1.20-1.40 0.6-2.0 0.16-0.18 6.1-7.3 Low---------- 0.43
7-35 1.30-1.40 0.2-0.6 0.16-0.19 5.1-6.0 Moder:ate----- 0.20 2 3-5
0-60 ;1.30-1.40 < 0.06 0.11-0.14 6.1-6.5 High--------- 0.20
7-35 1. 30-1. 40 --0.2'-0.6 0.07-0.13 6.1-6.5 Moder:ate----- 0.17
0-5 1.30-1.40 6.0-20 0.03-0.05 6.1-7.3 Low---------- 0.10
--- 0.85-0.95 0.6-2.0 0.20-0.25 4.5-6.0 Lbw---------- 0.17 5 4-6
--- 0.90-1.00 0.6-2.0 0.17-0.20 4.5-6.0 Low---------- 0.24
_n 1.10-1.30 0.6-2.0 0.10-0.16 -4.5-6.0 Low---------- 0.2,4
7-35 1.:?O-1.40 - 0.6-2.0 0.18-0.20 5.1-=6.5 Moder:ate----- 0.24 5 4-6
0-55 1.30-1.40 0.2-0.6 0.14-0.16 5.1-6.0 High--------..:. 0.24
--- 0.85-0.95 0.6-2.0 0.17-0.26 5.1-6.0 Low---------- 0.15 3 4-8
n_ 1. 20-1. 40 0.6-2.0 0.10~0.13 5.6-6.5 Low---------- 0.10
--'-- -1'.40-1.60 0.2-0.6 0.05-0.08 5.6-6.5 Low---------- 0.,02
5-20 1.30-1.40 0.6-'2."0 0.18-0.25 5.1-6.0 Low~--------- 0.43 5 ~-4
5-30 1.25-1.40 0.6-2.0 0.lS-0.22 5.1-6.0 Low---------- 0.49
0"50 1.25'-1.40 <0.06 0.03-0.05 5.1-6.5 Hi9h--------"10.321
0-60 1.30-1.40 0.06-0.2 0.05-0.10 6.1-7.3 High-------~- 0.37
5-25 0.90-1.10 2.0-6.0 10.10-0.14 5.1-6.5 Low---------- 0.10 3 \. 3-5
5-25 0.95-1.10 2.0-6.0 0.10-0.12 5.1-6~'0 Low---------- 0.20
5-25 1.00-1.40 2.0-6.0 0.10-0.12 4.5-6.0 Low~---.------ 0.24
--- --- --- --- --- ------------- ----
- -
5-25 0.90-1.10 2.0-6.0 0.10-0;14 5.1-6.5 Low---------- 0.10 3 3-5
5-25 0.95-1.10 2.0-6.0 0-.10-0.12 5.1~6. 0 Low---------- 0.20
5-25 1.00-1.40 2.0-6.0 I 0 .10-0.12 4.5-6.0 Low---------- 0.24
--- n_ n_ --- I --- -----C--"---~I--~-
7-40 1. 30-1. 501 0.6-2.0 0.lS-0.21 5.6-6.5 Moderate----- 0.321 3 3-6
0-60 1.30-1.60 0.06-0.2 0.12-0.17 5.6-6.5 Bigh------'--- 0.24
_n --- I _n I --- _u 1;------------ --~-I I
D~p~r
.rn.+-
0-7 .
7-13'
13
)If
29------~------~- 0-14
Cloquato 14-50
50-60
30*:
Cloquato----~---
Ur:ban land.,
0-14
14-50
50-60
31~-------------- 0-lS
Coburg 18-53
53-65l
32*:
Coburg---------- 0-18
IS-53 3
53-65
Ur:ban land.
33-----------"---
Conse r
34--"------------
.9our:tney
0'-9
9-41
41-60
0-15
15 - 28
2S-41
41-60
35p, 35Fi 35G---- 0-15
Cruiser 15-55
55-65
36D-------~----~- 0-14 2
CurnIey 14-60 4
37C, 37&~---~---- 0-6
Cupola 6-32
32-60
3~~;~~~---------"1 ~=;6
116-451
/45-60
39E, 39F------~-- 0-4
Digger 4-17
17-37
37
4-08*:
Digger--~-------
Rock outcr:op.
0-4
4-17
j 17-37
\ 37
41C, 41E, 4lF---- 0-14 2
Dixonvil.1e. 14-26 4
26 I
3
1
2
5
2
1
1
4
4
1
1
1
1
1
1
See footnote at end of table.
I.
PRE-SUBMlTIAL REC'O
MAR 1 7 Z009
.,
lane County Area, Oregon
.
.
TABLE 13.-~PHYSICAL AND CHEMICAL PROPERTIES OF SOILS--Continued
I~ - T - -~ T - - -
DeP+:h Clay Moist
. bulk
n density
In Pc1:. G/ em"'
0-12\ 18-27 0.85-0.95
12-42 22-30 0.90..,1.20
42-50 15-27 0.90-1.20
50
Soil name and
map symbol
66D---------~----
Kinney
67F, 67G-------~- 0-16
Kinney 16-50
SQ,-58
.58
68F, 68G--------- 0-12
Kinney 12-42
42-50
50
69E-------------- 0-16
Kinney 16....:50
59-59
59
70E, 71F, 7IG,. I
72F, 72G-------- 0-13
Klich tat 13-39
. [39-50
50
73---------------
Linslaw
748, 74C, 740,
74E~------------
Lint
75---------------
Halabon
'\l!.. 76*,
" Ma!abon---------
Urb?-n land.
0-16
16 -4 2
42-56
56-60
0-16
16-69
I
0-12
12-42
42-60
0-12
12-42
42-60
77B-------------- 0-15
Marcola 15-60
78--------------- 0-14
McAlpin 14-60
7~~~~~-----------12~=li
41-62
an1" ,-"80G":'---.":-.--.-c-
_ McCully
81D; 81F, 81G----
McDuff
Q;':'lr
11-55
55
0-14
14-37
37
82C----~------~-- 0-8
Meda 8-40
40-60
I
18-27
22-30
15-27
18-27
22-30
15-27
18 -27
22-30
15-27
20-27
27-33
20-27
15-25
35-45
50-55
10-25
27-35
35-45
20-35
27-35
- 35-45
20-35
27-35
40-50
30-40
40-50
27-35
25-35
25-45
30=4 0.-
45-55
27-35
40-60
20-25
27 -35
3-15
0.85-0'.95
0.90-1.20
0.90-1.20
0.85-0.95
0.90-1.20
0.90-1.20
0.85-0.95
10.90-1. fD
0.90-1..20
1.20-1.40
1.20-1.'40
i.20-1.40
1.20-1.40
1.20-1.40
1.20-1.40
1.20-1.40
0.50-0.85
0.50-0.85
1.20-1.40
1. 20-1. 40
1.20-1.40
1.20-1.40
1.20-1.40
1.20-1.-40
1.30-1.40
1.30-1.50
1.20-1.40
1.20-1.40
1. 20-1. 40
1.20-1.40
1.20-1.40
1.20::::1-.30
1.?0-1.30
0.95-1.10
0.95-1.10
See footnote at e~d of table.
Per~ability
I~/hr
0.6-2.0
0.6-2.0
O~6-2.0
0.6-2.0
0.6-2.0
0.6.-2.0
0.6-2.0
0.6-2.0
0.6-2.0
0.6-2.0
0.6-2.0
0.6-2.0
0.6-2.0
0.6-2.0
0.6.-2.0 -
0.6-2.0
0.06-0.2
0.06-0.2
0.6-2.0
2.0-6.0
0.6-2.0
0.6 -2.0
0.2-0.6
0.6_-2.0
0.6-2.0
0.2-0.6
0.6-2.0
0.6-2.0
0.06-0.2
0.6-2.0
D. 2--6.6
0.6-2.0
0.6-2.0
0.6-2.0
0-;6-2 .'0 ~
0.2-0.6
0.6-2.0
0.2-0.6
0.6-2.0
0.6-2.0
6.'0-20.0
353
I -r- --r------iEros;onT--
/Ava11able 5011 Shrlok-swe11 factors Organic
water react10n potent1al 1 matter
caDao tv K t T
In/1n @ Pet
0.16-0.22 5.1-6.5 Low---------- 0.10 4 4-8
0.15-0.20 4.5-$.5 Low---------- 0.17
0.13-0.20 3.6-5.5 Low---------- 0.32
0.16-0,.22 5.1-6.5
0.15-0.20 4.5-5.5
0.13-0.20 3.6-5.5
0.16-0.22 5.1-6.5
0.15-0.20 4.5-5.5
0..13-0.20 3.6-5.5
---,...
0.16-0.22 5.1-6.5
0.15-0.20 4.5-5.5
0.13-0.20 3.6-5.5
0.OS~0.1~14.5-6.0
0.06-0.10 4.5-5.5
.lo.O~:~.0814.~:~.5
[0.16-0.18 5.1~6.0
0.16-0.20 4.5-5.5
0.10-0.18 4.5-6.0
0.~0-0.16 5.6-6.0
0.23-0.50 5.1-5.5
0.22-0.48 5.1-5.5
0.18-0.20 5.6-6.0
0.lS-0.20 6.1-7.3
0~18-0:20 6.1-7.3
0.18-0.20
0.18-0'.20
0..18-'-0.20
5.6-6.0
6.1-7.3
6.1-7.3
.
Low---------- 0.10
Low---------- 0.17
Low---------- 0.32
Low---~------ 0.10
Low---------- 0.17
LOW-----~--7- 0.32
Low----------
Low----------
Low----------
Low----------
Low----------
LO';l1----------
Low---------....:.
Moderate--:"--
Madera te-----
Lo""----------
Low---------- 0.37
Low---------- 0.49
Moderate----- 0.15
Maderate----- 0.28
Moderate----- 0.32
Moderate-----
Moderate-----
Mode rate---"":-
0.10
0.171
0.32
I
0.10
0.15
0.10
0.28
0.32
0:32-
0.28
0.15
0.28
0.32
0.14-0.18 5.6-6.5 Moderate----- 0.20 5
0.12-0.16 6.1-7.3 High--------- 0.20
10.19-0.2115.1-6.0
0.15-0.17 5.1-6.0
0.19-0.21 5.6-6.5
0.19-0.21 5.6-7.3'
.0.13-0.21 6.1-7.3
0'; 17--0-;21 -5; 1-5,5
0.14-0.16 4.5-5.0
0.19-0.21 4.5-5.5
0.11-0.13 3.6-5.0
0.14-0.17 5.6-6.0
0.08-0.14 ?6-6.0
0.07-0.10 5.6-6.0
Moderate----- 0.24
High--------- 0.28
Moderate----- 0.28
Moderate----- 0.28
Moderate----- 0.28
-Low---------
Moderate---;--
Moderate-----
Moderate----:-
Low---------- 0.32
Low-------~-- 0.24
Low---------- 0.20
.0.1-7 4
0.20
:~~~ I 31
0.28
4
4-8
4 .
4-8
.(-.
4
4-8
3
I
3-6
5
2-4
5
10-15
5
4-6
5
4-6
4-6
5
3-6
5
4-6.
7-12 _
4-6
5
1-3
PRE-SUBMITTAL REC'O
MAR 1 7 2009
.
"
.
.,
360
.
0 0 0
" " "
0 . .
" " "
0 '" '" '" '" 0 0
" '" '" ,S' '" '0 '0
0 ,- ,- 'rl 0 0
U '''' '" '" " >: >:
"
o
,-
.
I~
I:
I~I
'0 I
'0.-<1
" 0
.01
0"
0.
"
p
'0
.
,
"
'rl
'"
"
o
U
I
I
on
"
'"
p
><
'"
"
'"
'"
"
><
~
Q
:i!
"'
'H
'0
on
I
I
~
.-<
"
~
"
'"
><
'"
,
I LOoJ
0,_
'r- ~ 13>:::l1
'000
I ><.-lj..ll
r-:I: oj
i I
i 'g
\ rcl'd
I 0.0
S e
I . ><
I em
II
.-<'"
'rl .
, 0 e
on
I
I
I
I
'I
I
,
'0
"'
I
I
I
I
I
'"
'"
'rl
'"
I
I
I
I
I
-"
'"
'rl
"
I
I
I
I
I
'"
'"
'rl
'"
o
z
"
'"
"
'"
'"
'"
u
'"
"<
o
'0
"
.
"
'"
Q Q
U Q "- '"
U
I I I I I
, I I " I I
I , I " I I
I I I . I I
I I I 'rl I I
'" I I " I I
~ I I . I I
.-< I I > I I
I I I I .-<
. " I " I " I I .-<
'" 0 I 0 I 0 I " I 0
~" I 'rl I 'rl, I 0 I ,
.-<" I .-< I .-< I " I '0
. I .-< I .-< I " I .
.", I . I . I . I ,rl
Q 0 I " I " I " '" "
~'" ~'" 00," ~'" D"
.-< H H H N
o
"
.
"
o
'0
o
'"
o
"
.
"
o
'0,
,0
'"
o
z
o 0
z z
'" '"
.
Soil Survey
.
"
.
"
.
'0
o
'"
o
"
.
"
o
'0
o
'"
,
I
I
I
I
-"
'"
,-
'"
o
"
.
"
o
'0
o
'"
o
"
.
"
o
'0
o
'"
.
'"
'"
0 0 0 0 0 0
" " " " " "
. . '- . . . .
" " " " " "
0 0 0 0 . 0
'0 '0 '0 '0 '0 '0
0 0 0 0 0 0
'" '" '" '" '" >:
o
"
.
"
o
'0
o
'"
o
"
.
"
o
'0
o
'"
o
"
.
"
o
'0
o
,'"
I
I
,
I
I
I
,
o
..,
o
"
.
"
o
'0
o
>:
o
"
.
"
o
'0
o
'"
.-< I I I I
. I I I ,
_rl.j.J " I I I I
" . 0 , I , I I I I I I I I I I I I I
C O-rl I I I , , I I , 'I I I I I I I I
0"" I I' I I I I I I I I I , , I I ,
"'" 0 . . . ,
0 . ,0 0 0 0
'" "' "' "' "'
.
.
.
"
'0 -W' , I I I I I I I I I I I " I I
-" " '" I I I I' I I I , , I I 'I "< I I
0 . 0 , I I I I 'I I I I I I I 0 I I
0 '" on on
"
'0 -
0 ,
'" '" D D
" .oil ~ D D D D D D D D D D D D N D D
'" I 00 ~ ~ ~ ~ ~ 00 00 ~ 00 '~ 00 I 00 00
0 a ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ D ^ ^
Q N H
0 0 "
m 0 0 0.
'" Q " '"
-W I I I I I I I' I I I I I I I I I
0 " I " " 0 I I I I I I I I I I I I
.-< 0 I . . 0 I I I , I I I I I I I I
.0 '" " " "
,;'; " "
I" " " '0
'0 0 0 0
. " I " " '" I I I , I I I I I , I ,
" ,rl I . . 0 I I I , I I I I I I I ,
. '" , 0. 0. " , , I , I I , I I , , ,
, 0. 0. 0
'" '" '"
"'
D D D
I~ .c
~ )::1 a N N H a D a D D a D a D a a D
I I I . '"
00 H H D 00 00 ~ 00 00 ~ 00 ~ ~ ~ ~
I Q i ^ + + ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
: " 0 " >< " " " "
. . 0 0. . . . . .
'.c I >: " '" , >: >: '" ~ '"
;~ I I I I I I I I , I I , I I I I
'" I > " 0 I I I > , I I > > I > >
0 , , 0 . . I I I 0 I I I 0 0 , 0 0
'" Z " " , Z Z Z Z z
I I I I I I I "< '"
I 5 I I I I I I . .
I I I I I I H , ,-
!S' '- I I I I I I " "
I~~ , I I I I I I I I I I I I " .0 .0
, '", "< "< I I I "< I I , H H )
'0 " I . 0 . L, I I --oo I I I 0 0 I >< ><
o , 'rl 'rl 'rl ,- ,- ,- " "
o CO " " " " " " 0 .
H '" '" '" '" '" '" > >
'" 'I
I I I I I I I I I I
I I I I I , I I I , I
>< I I I I I I I H I I I .-< .-< I .-< H
0 I I I I , I I . I I I . . 'I . .
" I " -W " , , I " I , , " " I " "
0 I " " " , I I 0, I , I 0 0 I 0 0
" I . . . I I I ,- ,I , I ,- ,- I ,- ,-
0' I " " " I I I . I , I m m I m w
0 I . 0' 0' 0' . 0 0 . . 0 0 . . . . .
I " " . . . " c c 0 " " " 0 0 " 0 0
.
"
.
"
o
'0
o
'"
o
-W
.
"
o
'0
o
'"
o
"
.
"
o
'0
o
'"
o
o
o
o
o
z
o
~
.0
.
-W
u
o
.
'"
.
'"
o
o
u
o
'"
'"
'"
'"
~
I I I I I I I I I I 'OO
I I I , I I I I I I
< I I I I , I , I I I .
" I , I I I I I, I I I ~
H , I I I I I I I I I 0
N I I I I I , I I " I "
I , I I I I I , I I' "
I , I I '0 I I '0 , I '0 I I 0
< m I I I " , , " , I " I E , 0
U '0 0 I I . I , . I m m . , " 0 0 '"
H " H I , H I " " H , ','..... ,- .-< " 0. ," -W
N . . I I , . . ,.-< H OOH . . .
..H " I . m " I e -E " q~ . " N, " " .
.< .-< " I . . II I 0. 0. . .c . .c 0' 0' CD
< '-' , 0 I e -- e I . -- . .0 I '0 -- 0 .0 . 0 0 " 0
",H" '" , . < . " l.c <.c " l\c: . .c " U.c H < H
.-<N NU MU " ~U -nU " ~U ~U " OOU "'u au
N N N N N N 'PRE.SUBMI~L REC'O
MAR 1 '7 2009
~,
.
.
Lane County Area, Oregon
'0
m
"
c
'"
"
c
o
u
,
,
'"
"
'"
=>
H
"'
"
"'
'"
"
H
~
"
:jj
c " " m m " m " m m " m "
0 " " " " " " " " " " " '"
'" . . . . . . . . . . . .
W " " " " " " " " " " " "
0 Q " m " " . .c .c .c .c .c .c " m m " " "
" C " " " '0 '0 '" "', '" '" '" '" '0 " "0 "0 "0 "0
" 0 , 0 0 0 0 0 ~ '" ," '" ," '" 0 0 0 0 0 0
0 U ~ ~ ~ ~ I ~ '" '" '" '" '" '" ~ ~ ~ ~ >: >:
~ 1 , , 1 , , , , , , ,
~ "0 " . " m , , , , , , , " , , , , "
0 "H " " " " , 1 , , , 1 , " 1 , 1 1 "
, " " . . . . 1 1 , 1 1 1 , . 1 1 1 , .
"" . " " " " ", , , , 1 1 1 , " 1 , 1 , "
W 0" " " " m , .c .c .c .c .c .c . .c .c .c .c "
'" QOO " "0 "0 "0 ~ '" '" '" '" '" '" " '" '" '" '" "0
'" C 0 a 0 0 0 ," '" '" '" '" ," 0 ~ '" '" ," 0
=> >: >: >: >: '" '" '" '" '" '" '" >: '" '" '" '" >:
I -'<' ,
. " 1 m
'" " " , "
~ ~.Sl .' , 1 1 , 1 , , ,
, " , , , , , " ,
."" , " , , , 1 .c , " 1 , , , , , 1 1
,,~Q "0 '" "0
0 . 0 '" 0
'" >: '" >:
w
w
m
c , , , " " " , , , , , , 1
"0 " " , "0
"" " ~ " , , 1 , ~ " "< " , 1 , 1 , , ,
Q '. 0 ," 1 1 , 1 0 . 0 . , , , , , , ,
Ii '" '" '" '" '" '" "" ,
. .
.c 0 0 0 0 0 0
" .oil ~ ~ 0 0 0 0 ~ N ~ ~ 0 0 0 0 0 0 0
'" , , ~ ~ ~ ~ , , , 1 ~ ~, ~ ~ ~ ~ ~
m 0 0 ^ ^ ^ ^ 0 N 0 0 ^ ^ ^ ^ ^ ^ ^
Q ~ N , N ~ ~ ~
I ,., ,., " "
w . . . . '"
.c >: >: >: "'
" , , , 1 1 , , 1 1 1 , , , 1 , 1 , 1
" C 1 1 , , , , , , , , > 1 , 1 > > >
~ 0 , r , , , , , 1 , , , 0 , , 1 0 0 0
.Q >: z z z z
m " " " "
"
c c c c
" "0 m " m .
m c , 1 , , 1 , , , , 1 " , 1 , " " "
" '" , , 1 , 1 , , , , 1 . , , 1 . . .
m '" 1 , 1 1 1 1 1 1 1 , '" 1 1 1 '" '" '"
. '" '" '" '"
"' "' "' "'
.c
~ ~ 0 0
'" .c
'" " 0 0 0 0 0 0 0 0 0 0 N 0 0 0 ~ ~ ~
'" ~I , 1 .. , r
m ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 0
Q ^ ^ '^ ^ ^ ^ ^ ,^ ^ ^ ^ ^ ^
~ ~ N N
,.,
. .
.c ~ >:
" , , , 1 , 1 , 1 1 , , I , , , 1 1
C , 1 , 1 , , 1 , 1 , , , , , , , >
0 , , , , , , , 1 1 , 1 , , , , , 0
>: z
-c- ,
c ,
0 ,
'" ,
c " , , 1 1 1 , 1 , , , , , 1 , , , ,
'" . , 1 1 1 , 1 1 , , , 1 , 1 1 1 1 ~
"0 " , , 1 , 1 1 1 , , 1 , 1 , , 1 1 m
0 " ~ ,
,a Q "
~ "
"' 1 1 1 1
, , , , , , , , , , 1 1 1
, , , I , , , , , , , , , , , , ,
,., , , , , , , 1 1 1 , , , , , 1 1 ,
Q , 1 , , , , , , , , , , , , , " ,
c , , , , , , 1 1 , , , I , I I I "
m , 1 , , , , 1 1 1 , , , , , 1 1 C
" , I , 1 I , 1 , 1 , , , , , , , ,m
0' I " , , , , , , , 1 , , ~, , , , , "
m " m m " m " " m . m m m m " m 0'
" c c c c " 0 0 c 0 0 " c c 0 0 " m
L w 0 0 0 0 . 0 0 0 0 0 . 0 0 0 0 . "
z, z z z '" z z z z z '" z z z Z ",0::0- "'
0,
.
'"
~
Q
'"
,
,
~
~
"
'"
"
"'
H
~
0-.""
" "'"
"000
,.,~ "
'"
"' u
u
u " " Q " U U U U "
, 1 , , " , , 1 I ,
1 , 1 1 1 , , 1 , ,
1 I , , , , , , 1 ,
, I , , , 1 , 1 , ,
, ,,, , , , , , , I ,
1 tom co , , Q , , , , , ,
, ~~ ~ , , ~' , , , , , ,
, ~ ~ , " 1 ~ , , , "0 ,I 1 ,
, , . , , , 1 0 , , ,
1 'CO 'CO" , , , I . , , 1
'" .n ~ro ,., l">..N.,-l , > U , , 0 0 ~ , . " 0 ,
~'" ~~ m ~~"" , . ~ , 1 0 0 " ~ 1 ," ,
~.c ~ c ~ Q 1 ~ ~ 1 " , .Q .Q c 1 0 1 '" , m
Q ',0 "" , . 1 0 1 . . . , Q , ~ , .
.~ ~ r....'..... ,"'~ 1 0 ..(xJ..o-l 1 ~ ,,~ .0 , " , "' , ",
t)...., Clro'" "N'" , '" ,,~'" , . . . " " . , Q 1 Q
""" ~~ O~ ~'" ~~ ~>: ~>: => .r-:=:;" ro>: m>:
~ ~ ~ <- <- <- <- <- <- <-
"
"
"
u
, , 1 1
I , , ,
I , , ,
"0 I , , 1
0 , , , ,
.~ , " , ,
0 , 0 , I
~-jg , ~ C , ,
, 0 , "
.'" , ." , m
c w " "'''' , '"
m 0'0 , 0
~ '" ~" ~_.-l 0 0 '"
'" . ~ .11 il ' ;' il ~
0 . .~ I ~
'" " , Cl " , ~ "," .
m" 0'" ~ '0 N'o '"
~ ~ ~ ~
,
I
,
,
I
"
~
~
,
,
,
,
I
"
~
~
Q "'
~ ~
~ '"
,., ~
. " ..
U 0 h)"(lJ
~'o ~'"
~ ~'
363
"
~
"'
.
"
~
o
"0'
o
.
"
.
m
"
o
o
"
0'
o
~
m
m
'"
)t PRE-SUBMITTAL REC'D
MAR 1 7 2.009
~.
.
.
) .
HYDROLOGIC CALCULATIONS
FOR
RETENTION SYSTEM SiZING
Santa Barbara Urban
Hydrograph Method
Spreadsheets & Supporting DOcUmentation
. PRE-SUBMllTAl REC'D
MAR 1 7 2009
,. . .
EAST CONGREGATION OF JEHOVAH'S WITNESSES
DEVELOPED CONDITION (2-year wiNo infiltration)
. Rain Garden
I Full Buildout . design area = 5095 sf
total area = 75,900 1.74 (acres) design depth ~ 1.l5ft
pervious area = 20000 0.46
impervious area = 55,900 1.28 Total storage per area & depth listed = 5859 cf
Pervious eN - 86 S - 1.6279 0.2S - 0.3256 Peak Req'd Storage = 5831 cf
1m ervious eN = 98 ", S =' 0.2041 0.2S ~ 0.0408
Peak Desi". flowrate = 0.55 cfs
total depth rain
Pt~ 3.3 (inches) Measured nncibili rate = * inIhr no inf'LItration used to calc
dt~ 10 (min) . Design Soil PermeaIity Rate 0.00 inlhr storage requirement
Tc= 10 (min) VF 0.33333 percolation rate = 0.00 cfs
File No: 3820 D2-yr.qpw , bypass rate = 0.00 cfs no pre-developed rilte used
03-16-09, MJK max outflow rate = 0.00 cfs
24--HoUr SCS Typ_c-lA Design Storm - 2 Year PERVIOUS 1MPERVlOUS - Incremental Cumulative
Rainfall Inere. Rainfall Accum. Accum, Increm. Accum. !nerem. Total Design Req'd Stor'g Req'd Stor'g
Time , distr. Rainfall Increment RaInfall Runoff Runoff Runoff Runoff Runoff flowrate Vol In - pcrc Vol In - peTe
min distr. inches . inches inches inches inches inches inches cfs c c
0 0 0 0 0 0 0 0 0 0 0 0 0 0
10 0.40% 0.40% 0.013 0.013 0,000 0.000' 0.000 0.000. 0.000 0.00 0.00 0.00 0
20 0.40% 0.80% 0.013 0.026 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0
30 0.40% 1..20% 0.0.13 0.040 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 . 0
0.40% 0.600 - L03
40 1.60% 0.013 0.053 . 0:000 0.001 0.001 '0.000 0.01 0.00 1.
50 0.40% 2.00% 0.013 . 0.066 0.000 0.000 0.003 0.002 0.002 0:02 0.01 3.26 4
60 0.40% 2.40% 0.013 0.079 0.000 ., 0.000 0,006 0.003 0.002 0.03 0.01 5.14 9
70 0.40% 2.80% 0.013 0.092 0.000 0.000 '0.010 0.004 0.003 0.03 0.01 6.73 16
80 0.40% 3.20% 0.013 0.106 0.000 0.000 0.016 0.005 0.004 0.04 0.01 8.08 24
90 0.40% 3,60% 0.013 0.119 0.000 0.000 0.022 0.006 0.004 0.05 0.02 9.24 33
100 0.40% 4.00% 0.013 0.132 0.000 0.000 0,028 0.007 0.005 0.05 0.02 10.25 44
110 0.50% 4.50% 0.017 0.149 0.000 0.000 0.037 0.009 0.007 om 0.02 14.03 58
120 0.50% . 5.00% 0.017 0.165 0.000 0.000 0.047 0.010 0.007 0.08 0.03 15.19 73
0.50% 5.50% 0.017 0.182'- 0.000 0.000 c 0.010 0.08 0.03 16i9 89
130 0,057 0.008
140 0.50%( 6.00% 0.017 0.198 0.000 0.000 0,068 0.011 0.008 0.09 0.03 17.05 106
150 0.50% 6.50% 0.017 0.215 0.000 0.000 0.080 0.011 0.008 0.09 0.03 17.80 124
]60 0.50% 7.00% . 0.017 0.231 0.000 0.000 0.092 0.012 0.009 0.09 0.03 18.46 142
170 0.60% 7.60% 0.020 0.251 0:000 0.000 0.106 0.015 0.011 '0..1] 0:64 22.90 165
]80 0.60% 8.20% 0.020 0.271 0.000 0.000 0.122 0.015 0.011 0.12 0.04 23.62 189
]90 0.60% 8.80% 0.020 0.290 0.000 0.000 0.137 0.016 0.011 0.12 0.04 . 24.24 213
200 0.60% 9.40% 0.020 0.310 0.000 0.000. .. 0.153 '0.016 0.012 0.12 0.04 24.78 238
210 0.60% 10,00% - 0.020 0.330 0.000 . 0.000 0.170 0.016 0.012 o.l:i 0.04 25.27 263
2io 0.60% 10.60% 0.020 0.350 0.000 0.000, 0.186 .. 0.017 0.012 0.13 0.04 25.88 289
230 0.70% 11.30% 0.023 0.373 0.001 0.001 0.206 0.020 _ 0.015 0.15 0.05 30.98 320
240 0.70% 12.00% 0.023 0.396 0.003 0.002 0.226 0.020 0.D15 0.]6 0.05 31.77 352
250 0.70% 12:70% 0.023 0.419 0.005 0.002 0.246 0.020. 0.015 0.16 . 0,05 '32.48 384
260 0.70% 13.40% 0.023 0.442 0.008 0.003 0.266 0.020 0.016 0.17, 0.06 33.14 418
270 0.70% 14.10% 0.023 0.465 0.011 0.003 0.287 0.021 0.016 0.17 0.06 33.75 451
280 0.70% 14.80% .0.023 0.488 0.015 0.004 .. 0.307 0.021 0.016 0.17 0.06 34.31 486
290 0.82% 15.62% . .. uO:027' 0:5]5 0:020 0:005 . 0332 0.025 0.019 0.20 0.07 . 40:86- - "526"
300 0.82% . 16.44% 0.027 0.543 0.026, 0.006 0.357 0.D25 0.020 0.21 007 41:52 568
310 0.82% 17.26% 0.027 0.570 0.032 0.006 0.382 0.D25 . 0.020 0.21 0.07 42.13 6]0
320 0.82% 18.08%. 0.027 0.597 0.039 0.007 DA07 . 0.025 0.020 0.21 om 42.70 653
330 0.82% 18.90% 0.027 0.624 0.046 0.007 0.432 0.D25 0.021 0.22 om 43.23 696
340 0.82% 19.72% 0.027 0.651 0.054 0.008 0.457 0.D25 0.021 0.22 0.07 43.73 740.
350 0.95% 20,67% 0.031 0.682 0.064 0.610 0.486 0.029 0.024 0.26 0.09 51:24 791
360 0.95% 21.62% 0.03] 0.713 0.075 0.011 0.516 0.030 0.025 0.26 0.09 51:82 843
370 0.95% 22.57% 0.03] 0.745 0.086 0.011 0.546 0.030. 0.025 0.26 0.09 52.36 895
380 0.95% 23.52% 0.031 0.776 0.098 0.012 0.576 0.030 0.D25 )0.26.. 0.09 52.87 .948
390 0.95% 24.47% 0.031 0.808 0.110 0.012 0.606 0.030 0.025 0.27' 0.09 53.35 1001
400 0.95% 25.42% 0.031 0.839 0.123 0.013 0,636 0.030 0.026 0.27 0.09 53.80 L REl] 055)
410 ~ 1.34% 26.76% '0.044. 0.883 0.142 0.019 0.678 0.042 0.036 0.38 p~TIJ~ )UBM~5i \ l,l3Q
420 1.34% 28.10% 0.044 0.927 0.]62 0.020 0.721 0.043 0.037 0.39 oln 77.36 1209
430 1.34% 29.44% 0.044 0.972 0.183 0.021 0.763 0.043 0.037 0.39 013 MAR 7iO~' 2.0091287
.. . .
24-Hour SCS Type lA Design Storm - 2 Year lricremental Cumulative
Rainfall Inere. Rainfall Accum. Design Req'd Slor'g Req'd Storg'
Time distr. Rainfall Increment Rainfall flowrate Vol]n - perc Vol In - perc
mm distr. inches incheS Cis c
440 1.80% 31.24% 0.059 1.031 0.213 0.030 0.821 0.058 0.050 0.53 0.18 105.92 1393
450 1.80% 33.0;4% 0.059 1.090 0.244 0.031 0.879 0.058 0.051 0.54 0.18 107.00 1500
460 3.40% 36.44% 0.112 1.203 0.307 0.063 0.988 0.109 0.097 1.02 0.34 204.75 1705
470 5AO% 41.84% 0.178 1.381 OA15 0.108 1.163 0.175 0.157 1.66 0:55 331.20 2036
480 2.70% 44.54% 6.089 1.470 OA72 0.057 1.250 0.088 0.080 0.84 0.28 167.93 2204
490 1.80% 46.34% 0.059 1.529 0.512 0.039 1.309 0.059 0.053 0.56 0.19 112.70 2317
500 1.34% 47.68% 0.044 1.573 0.541 0.030 1.353 0.044 0.040 OA2 0.14 84.26 2401'
510 1.34% -49.02% 0.044 1.618 0.572 0.030 1.396 0.044 0.040 OA2 0.14 84.55 2486
520 1.34% 50.36% 0.044 1.662 0.602 0.031 1.440 0.044 0.040 0.42 0.14 84.83 2570
530 0.88% 51.24% 0.029 1.691 0.623 0.020 1.468 0.029 0.026 0.28 0.09 55.85 2626
540 0.88% 52.i2% cO.029 1.720 0.643 0.021 .1.497 0.029 0.027 0.28 0.09 55.96 2682
550 0.88% 53.000/, 0.029 1.]49 0.664 0.021 1.526 0.029 0.027 0.28 0.09 56,07 2738
560 0.88% 53.88% 0.029 1.778 0.685 0.021 1.555 0.029 0.027 0.28 0.09 56.17 2794
570 0.88% 54.76% 0.029 1.807 0.706 0.021 1.583 0.029 0,027 0.28 0.09 56.27 2851
580 0.88% 55.64% 0.029 1.836 0.727 0.D2! 1.612 0.029. 0.027 0.28 0.09 56.37 2907
590 0.88% 56.52% . 0.029 1.865 0.748 0.021 1.641 0.029 0.027 0.28 0.09 56.46 2964
600 0.88% 57.40% 0.029 . 1.894 0.770 0.021 1.670 0.029 0.027 0.28 0.09 56.55 3020
610 0.88% 58.28% 0.029 1.923 0.791 0.022 1.698 0.029 0.D27 0.28 0.09 56.64 3077
, 56,73
620 0.88% 59.16% 0.029 1.952 '0.813 0.022 1.727 0.029 0.027 0.28 0.09 3133
630 0.88% 60.04% 0.029 1.981 0.835 0.022 1.756 0,029 0.027 . 0.28 0.09 56.81 3190
640 0.88% 60.92% 0.029 2.010 0,857 0.022 1.785' 0.029 0.027 0.28 0.09 56.89 3247
650 0.72% 61.64% 0.024 2.034 0.875 0.018 1.808 0.024 0.022 0.23 0.08 46.61 3294
660 0.72% 62.36% 0.024 2.058 0.893 0.Dl8 1.832 0.024 0.022 0.23 0.08 46.66 3340
670 0.72% 63.08% 0.024 2.082 0.911 0.Dl8 .1.855 0.024 0.022 0.23 0.08 46.71 3387
680 0.72% 63.80% 0.024 2.105 0.930 0.Dl8 1.879 0.024 0.022 0.23 0.08 46.76 3434
690 0.72% 64.52% 0.024 2.129 0.948 0.Dl8 1.902 0.024 0.022 0.23 0,08 46.81 3481
700 0.72% 65.24% 0.024 '2.153 0.966 0.Dl8 1.926 0.024 0.022 0.23 0.08 ,46.85 3528
710 0.72% 65.96% 0.024 2.177 0.985 0.019 1.950 0.024 .0.022 0.23 0.08 46.90 3574
720 0.72% 66.68% 0.024 2.200 1.004 0.019 1.973 0.024 0.022 0.23 0.08 46.95 3621
730 0.72% "67.40% 0.024 2.224 1.022 0.019 1.997 0.024 0.022 0.23 0.08 46.99 3668
740 0.72% 68.12% 0.024 2.248 1.041 0.019 2.020 0.024 0.022 0.24 0.08 47.03 3715
750 0.72% 68.84% 0.024 2.272 1.060 0.019 2.044 0.024 0.022 0.24 0.08 47.08 3762
760 0.72% 69.56% 0.024 2.295 1.079 0.019 2.068 0.024 0.022 0.24 0.08 . 47.12 3810
770 0.57% 70.13% 0.019 2.314 '1.094 0.015 2.086 0.019 0.oi8 0.19 0.06 37.33 3847
780 0.57% 70.70% 0.019 2.333 1.109 .0.Dl5 2.105 0.019 0.Dl8 0.19 .0.06 .37.35 3884
790 0.57% 71.27% 0.019 2.352 1,124 gOl5 .2.124 0.019 0.Dl8 0.19 0.06 37.38 3922
800 ' 0.57% 71.84% 0.Q19 2.371 ').:\39 . 0.p15 2.142 0.019 0.018 0.19 0.06 37.40 3959
810 0.57% .72.41% ' 0.019' . 2.390 '1.15,4. 0.015 2.161 0.019 0.Dl8 0.i9 0.06 37A3 3997
820 0.57% 72.98% 0.019 2A08 1.169 0.015 2.180 0.019 0.018 0.19 0.06 37A5 4034
830 0.57% 73.55% 0.019 2.427 1.184 0.Dl5 2.198 ,0.019 0.018 0.19 . 0.06 37A7 4071
840 0.57% 7.f12% 0.019 2.446 1.199 0.015 2.217 0.019 0.018 0.19 0.06 37.50 4109
850 0.57% 74.69%- 0.019 2.465 1.215 0.015 2.236 0.019 0.018 0.19 0.06 37.52 4146
860 0.57% 75.26% 0.019 2.484 1.230 0.015 2.254 0.019 0.018 0.19 0.06 37.54 4184
870 0.57% 75.830/, 0.019 2.502 1.245 .0.015 '2.273 0.019 0.018 0.19 0.06 37.56 4222
'880 0.57% 76.40% 0:019 2.521 1.261 0.015 2.292 0.019 0.018 0.19 0.06 37.58 4259
890 0.50% 76.90% 0.017 2.538 1.274 0.014 2.308 0.016 0.016 0.16 0,05 32.99 4292
900 0~50% 77.4-0% -0.017 - 2.55~ 1.28E- 0:014 - . 2.325 ' 0:016' 0.016' - 0.17 0.06- 33:00 '4325-
910 .0.50% 77.90% 0.017 2.571 1.301 0.014 2.341 0.016 . 0.016 0.17 0.06 33.02 4358
920 0.50% 78.40% 0.017 2.587 1.315 0.014 2.357 0.016 .0.016 0.17 0.06 33.03 4391
930 0.50% 78.90% 0.0]7 2.604 1.329 0.014 2.374 0.016 0.016 0.17 0.06 33.05 4424
940 0.50% 79.40% 0.017 2.620 1.342 0.014 2.390 0.0]6 0.016 0.17 0.06 33.06 4457
950 0.50% 79.90% 0.017 2.637 1.356 0.014 2.407 0.016 0.016 0.17 0.06 33.08 4490
960 0.50%" 80.40% 0.017 2.653 1.370 0.014 2.423 0.016 0.016 0.17 0.06 33.09 4523
970 0.50% 80.90% 0.01'7 2.670 1.383 0.014 2.440 0.016 0.016. 0.17 0.06 33.11 4557
980 0.50% 81.40% 0.017 2.686 1.397 0.014 2.456 0.016 0.016 0.17 0.06 33.12 4590
990 0.50% 81.90% 0.017 2.703 1.411 0.014 2.472 . 0.016 0.016 0.17 0.06 33.14 4623
1000 0.50% 82.400/, 0,017 2.719 1.425 0.014 2.489 0.016 0.016 0.17 0.06 33.]5 4656
1010 0.40% 82.80% 0.013 2.732 1.436 0.011 2.502 0.013 0.013 0.13 0,04 . SU~653i TAL ~~d~'D
1020 0.40% 83.20% 0.013 2.746 1.447 0.011 2.515 0.013 0.013 0.13 O'~ :- 26VS4
1030 0.40% 83.60% 0.013 2.759 1.458 0.011 2.528 0.013 0.013 0.13 0.04 ~55 7 20a~~~
1040 0.40% 84.00% 0.013 2.772 ' 1.469 0.011 2.541 0,013 0.013 0.13 0.04 MN 5~
1050 0.40% 84.40% 0.013 . 2.785 1.480 0.011 2.554 0,013 6.013 0.13 0.04 26.56 4789
PRE-SUBMITIAl REC'O
MAR 1 72009
~. t .~ .
EAST CONGREGATION OF JEHOVAH'S WITNESSES
DEVELOPED CONDITION (2-year wi Infiltration) Rain Garden
bOttom width - 48.5 fI
I Full Buildout bottom len th = 93.5 fI
total area = 75,900 1.74 (acres) bottom area (infiltration area) - 4535 sf
pervIOUS area = 20000 0.46
impervious area = 55,900 1.28 Peak,Req'd Stora~e = 3270 cf
. Pervious eN - 86 S - 1.6279 02S - 0.3256 Peak DesifD flowrate = 0.55 cfs
1m ervious CN = 98 S ~ 0.2041 0.2S ~ 0.0408
drawdown time = 29 hr
total depth rain
Pt~ 3.3 (incheS) SCS 'ininimurD. nenneabilitv rate = 0.60 inIhr
dt~ 10 (mill) Design Soil Pernieality Rate - 0.3000 inlhr scs min/2
Tc= 10 (mill) ~ 0.33333 percolation rate = 0.0315 cIs using bottom area only
File No: 3820 D2i-yr.qpw bypass rate = 0.0000 cfs no pre-developed rate used
03-16-09, MJK max outflow rate == 0.0315. cfs
24-Hour SCS Type lA Design Storril- 2 Year PERVIous Incremental CUmulative
Rainfall !nere. R.infall Accum. ACCUffi. Increm. Total Req'd Stor'g Req'd Stor'g
Time ~ distr. Rainfall Runoff Runoff Vol In - perc Vol In'_- perc
Increment Rainfall Runoff
min ' distr. inches inches inches inches inches cf)
0 0 0 0 0 0 0 0 0 0 0 0 0 0
10 0.40% 0.40% 0.013 0.013 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0
20 0.40% ,0.80% 0.013 0,026 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0
30 0.40% 1.20% 0.013 0.040 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0
40 0.40% 1.60% 0.013 0.053 0.000 0.000 0.001 0.001 0.000 0.01 0.00 0.00 0
50 0.40% 2;00% 0.013 0.066 0.000 0.000 0.003 0.002 0.002 0.02 0.01 0.00 0
60 0:40% 2.40% 0.013 0,079 0.000 0.000 0.006 0.003 0.002 0.03 0.01 0.00 0
70 0.40% 2;80% 0.013 0,092 0.000 0.000 0.010 0.004 0.003 0,03 0.01 0.00 0
80 0.40% 3.20% 0.013 0.106 0.000 0.000 0.016 0.005 0,004 0.04 0.01 0.00 0
90 _0.40% 3.60% 0.013 0.119 0.000 0.000 0.022 0.006 0.004 0.05 0.02 0.06 0
100 0.40% 4,00% 0.013 0.132 0.600 0.000 0.028 0.007 0,005 0.05 0.02 0.00 0
110 0.50% 4.50% 0.017 0.149 0.000 0.000 0.037' 0.009 0.007 0.07 0.02 0.00 0
120 0.50% 5.00% 0.017 0.165 0.000 0,000 0.047 0.010 0.007 0.08 0.03 0.00 0
130 0.50% 5.50% 0.017 0.182 0.000 0.000 0.057 0.010 0.008 0.08 0.Q3 0.00 0
140 0.50% 6.00% ,0.017 0.198 0.000 0.000 0.068 0:011 0.008 0.09 0.Q3 0.00 0
150 0.50% 6.50% 6.017 0.215 0.000 0.000 0.080 0.011 0.008 0.09 0.03 0.00 0
160 0.50% 7.00% 0.017 0.231 0.000 0,000 0.092 0.012 0.009 0.09 0.Q3 0.00 0
170 0.60% 7.60% 0.020 0.251 0.000 0.000 0.106 0.015 0.011 0.11 0.04 4.01 4
180 0.60% 8.20% 0.020 0.271 0.000 0.000 0.122 0.015 0.011 0.12 0.04 .4.72 9
190 0.60% 8.80% 0,020 0.290 0.000 0.000 0.B7 0.016 0.011 0.12 0.04 5.34 14
200 '.0.60% ,,' 9.40% 0.020 . 0.310 '0,000 0.000 . ,0.i53 0.016 0.012 0:12, . 0.04 . 5.89 20
210 O~60% 10.00% . 0.020 0.330 0.000 0.000 0.170 0.016 0.012 0.13 0.04 6.37., 26
220 0.60% 10.60% ' 0.020 0.350 0.000 0.000 0.186 0.017 0.012 0.13 0.04 6.98 33
230 0.70% 11.30% 0.023 0.373 0.001 0.001 0206 0.020 O.oI5 . 0.15 0.05 12.09 45
240 0.70% 12.00% 0,023 0.396,'. 0.003 0.002 0.226 0.020 0,015 0.16 0.05 12.87 58
250 0.70% 12.70% 0.023 0.419 0.005 0.002 0.246 0.020 0.015 0.16 0.05 13.59 72
260 0.70% 13.40% 0.023 0.442 0.008 0.003 0.266 0.020 0.016 0.17 0.06 14.25 86
270 0.70% 14.10% 0.023 0.465 0.011 0.003 0.287 0.021 0.016 0.17 0.06 14.85 101"
280 0.70% 14.80% 0.023 0.488 0.015 0.004 0.307 0.021 0,016 0.17 0.06 15.42 116
290 0.82% 15:62% "0:027 0515 0:020 0.005 0.332 0.025 0.019 0.20 0.07 21.96 . 138
300 0.82% 16.44% 0.027 0.543 0.026 0.006 .0357 0.025 0.020 0.21 0.07 22.62 161
, 310 0.82% 17.26% 0.027 0.570 0.032 0.006 0.382 0.025 0.020 0.21 0.Q7 23.24 184
320 0.82% 18.08% 0.027 0,597 0.039 0.007 0.407 0.Q25 0.020 0.21 0.Q7 23.81 208
330 0.82% 18.90% 0.027 0.624 0.046 0.007 0.432 0.Q25 0.021 0.22 0.Q7 24.34 232
340 0.82% 19.72% 0.027 6.651 0.054 0.008 0.457 0.025 0.021 0.22 0.Q7 24.83 257
350 0.95% 20.67% 0.031 0.682 0.064 0.010' 0.486 0.029 0.024 0.26 0.09 32.35 290
360 0.95% 21.62% 0.031 0.713 0.Q75 0.011 0.516 0.030 0.025 0.26 0,09 32.93 322
370 0.95% 22.57% 0.031 0.745 0.086 0.011 0.546 0.030 0.025 0.26 0.09 33.47 356
380 0.95% 2352% 0.031 0.7'76 0.098 0.012 0.576 0.030 0.025 0.26 0.09 33.98 390
390 0.95% 24.47% 0.031 0.808 0.110 0.012 0.606 0.030 0.025 0.27 I!;.O~ 3~~ 4~ID
400 0.95% "25.42% 0.031 0.839 0.123 0.013 0.636 0.030 0.026 0.27 FO,O? .SUBM~~ ~l RH~9
410 1.34010 26.76% 0.044 0.883 0.142 0.019 0.678 0.042 0.036 0.38 d.13' 57.70 517
420 1.34% 28.10% 0.044 0.927 0.162 0.020 0:721 0.043 0.037 0.39 0.13 MAR'8i17 r 2009575
430 1.34% 29.44% 0.044 0.972 0.183 0.021 0.763 0.043 0.037 0.39 0.13 59.18' 635
. .
24-HourSCS Type lA Design Storm - 2 Year Incremental Cinnulative
Rainfall Incre. Rainfall' Accum. Req'd Stor'g Req'd Stor'g
Time distr. Rainfall Increment Rainfall Vol In - perc Vol In - perc
mm distr. inches inches c
440 1.80% 31.24% 0.059 1.031 0.213 0.030 0.821 0.058 0.050 0.53 0.18 87.02 722
450 1.80% 33.04% 0.059 1.090 0.244 0.031 0.879 0.058 0.051 0.54 0.18 88.11 810
460 3.40% 36.44% 0.112 1.203 0.307 0.063 0.988 OJ 09 0.097 1.02 0.34 185.86 996
470 5.40% 41.84% 0.178 1.381 0.415 0.108 1.163 0.175 0.157 1.66 0.55 312.31 1308
480 2.70% 44.54% 0.089 1.470 0.472 0.057 1.250 0.088 0.080 0.84 0.28 149.04 1457
490 1.80% 46.34% 0.059 1.529 0.512 0.039 1.309 0.059 0.053 0.56 0.19 93.81 1551
500 1.34% 47.68% 0.044 1.573 0.541 0.030 1.353 0.044 0.040 0.42 0.14 65.37 1616
510 1.34%" 49.02% 0.044 1.618 0.572 0.030 1.396 0.044 0.040 0.42 0.14 65.66 1682
520 1.34% 50.36% 0.044 1.662 0.602 0.031 1.440 0.044 0.040 0.42 0.14 65.93 1748
530 0.88% 51.24% 0.029 1.691 0.623 0.020 1.468 0.029 0.026 ,. 0.28 0.09 36.96 1785
540 0.88% 52.12% 0.029 1.720 0.643 0.021 1.497 0.029 0.027 0.28 0.09 37.07 1822
550 0.88% . 53. 00% 0.029 1.749 0.664 0.021 1.526 0.029 0.027 0.28 0.09 37.17 1859
560 0.88% 53.88% 0.029 1.778 0.685 0.021 1.555 0.029 . 0.027' 0.28 0.09 37.28 1896
570 0.88% 54.76%"' .0,029 1.807 0.706 0.021 1.583 0.029 0.027 0.28 0.09 37.38 1934
580 0.88% 55.64% 0.029 1.836 0.727 0.021 1.612 0.029 0.027 0.28 0.09 . 37.47 1971
590 0.88% 56.52% 0.029 .1.865 0.748 0.021 1.641 0.029 ./0.027 0.28 0.09 37.57 2009
600 0.88% 57.40% 0.029 1.894 0.770 0.021 1.670 0.029 0.027 0.28 0.09 n66 2046
610 0.88% 58.28% 0.029 1.923 0.791 0.022 1.698 0.029 0.027 0.28 om 37.75 2084
620 0.88% 59.16% 0.029 1.952 0.813. 0.022 1.727 0.029 0.027 0.28 0.09 37.83 2122
630 0.88% 60.04% 0.029 1.981 0.835 0.022 1.756 0.029 0.027 0.28 0,09 37.92 2160
640 0.88% 60.92% 0.029 2.010 0.857 0.022 1.785 0.029 0.027 0.28 0.09 38.00 2198
650 0.72% 61.64% 0.024 2.034 0.875 0.D18 1.808 0.024 0.022 0.23 0.08 27.71 2225
660 0.72% 62.36% 0.024 2.058 0.893 0.018 1.832 0.024 0.022 0.23 0.08 27.76 2253
) 670 0.72% 63.08% 0.024 2.082 0.911 0.018 1.855 0.024 0:022 0.23 0.08 27.81 2281
680 0.72% 63.80% 0.024 ' 2.105 0.930 0.018 1.879 0.024 0.022 0.23 0.08 27.86 2309
690 0.72% 64.52% 0.024 2.129 0.948 0.018 1.902 0.024 0.022 0.23 0.08 . 27.91 2337
700 . 0.72% 65.24% 0.024 2.153 0.966 0.018 1.926 0.024 0.Oi2 0.23 0.08 27.96 2365
710 . 0.72% 65.96% 0.024 2.177 0.985 0.019 1.950 0.024 0.022 0.23 0.08 28.01 2393
720 0;72% 66.68% 0.024 2.200 1.004 0.019 1.973 0.024 0.022 0.23 0.08 28.05 2421
730 0.72% 67.40% 0.024 2.224' 1.022 0.019 1.997 0.024 0.022 0.23 0.08 28.10 2449
740 0.72% 6S.12% 0.024 2.248 1.041 0.019 2.020 0.024 0.022 0.24 0.08 28.14 2477
750 0.72% 68.84% . 0.024 2.272 1.060 0.019 2.044 0.024 0.022 0.24 0.08 28.18 2505
760 0.72% 69.56% 0.024 2.295 1.079 0.019 2.068 0.024 0.022 0.24 0.08 28.22 2533
770 0.57% 70.13% 0.0]9 2.314 1.094 0.D15 2.086 0.019 0.018 0.19 0.06 18.43 2552
780 0.57% 70.70% 0.019 2.333 1.109 0.D15 2.105 0.019 0.018 0.19 0.06 18.46 2570
790 0.570/0 71.27% 0.019 2.352 1.124 0.D15 2.124. 0.019 0.018 0.19 0.06 18.48 2589
800 0.57% 71.84% 0.019 2.371 1.139 0.Dl5 2.142 0.019 0.018 0.19 0.06 1,851 2607
810 0.57%. .72.41% 6.019 L390 1.154 0.015 2.161 0.0]9. 0.018 0.19 0.06 18.53 2626
820 0.57% 72.98% 0.019 2.408 1.169 0.015 2.180 0.0]9 0.018 0.19 0.06 18.56 . 2644
830 0.57% '73,55% 0.019 2,427 1.184 0.Dl5 2.198 0.019 OOlS 0.19 0.06 18,58 . 2663
840 0.57% 74.12% - 0:019 2,446 1.199 0,015 2.217 0.019. 0,018 0.19 0.06 18,60 2682
850 0.57% 74.69% 0.019 2.465 1.215 0,015 2.236 ' 0,019 0.018 0,19 0,06 18.62 2700
860 0.57% 75.26% 0,019 2.484 1.230 0.Dl5 '2.254 0,019 0.018 0.19 0,06 18.65 2719
870 0.57% 75:83% . 0.019 2,502 1.245 0.D15 2273 0.019 0.018 0.19 0.06 18.67 2738
880 0.57% 76.40% ,0.019 2,521 1.261 0,015 2292 0,019 0.018 0,19 0.06 18.69 2756
890 0.50% 76.90% 0.017 2,538 1.274 0,014 2.308 0.016 0,016 0,16 0.05 14,09 2770
- 900 ":-0:50% 77.40%-- n.DI7 2:554 "1.288 0~b14 ~'. '2.325~ 0.016 '0,016 . O.l? ' 0:06 14:11 . '2784'
910 0.50% 77.90% 0,017 2.571 1.301 0,014 2.341 0.016 0,016 0.17 0.06 ]4,12 2799
920 0.50% 78 .40% 0,017 2.587 1.315 0,014 2.357 0.016 0,016 0,17 0.06 14,]4 28]3
930 ..050% 78 .90% 0.017 2.604 1.329 0.014 2.374 0.0]6 . 0.016 0.17 0,06 14.15 2827
940 0.50% 79.40% 0.0l? 2,620 1.342 0,014 2.390 0.016 0,016 O,l? 0,06 14.]7 2841
950 0.5.0% 79.90% 0,017 2,637 1.356 0,014 2,407 0.016 0,016 0,17 0.06 ]4.18 2855
960 0.50% 80.40% 0,017 2.653 J:370 ' 0,014 2.423 0.016 0,016 0.17 0.06 14.20 2869
970 0.50% 80.90% 0.017 2,670 1.383 0.014 2.440 0.016' ' 0.016. 0,17 0,06 14.21 2884
980 0.50% 81.40% 0,017 2.686 1.397 0,014 2.456 0.016 0,016 0,17 0,06 14.23 2898
990 0.50% 81.90% 0.017 2,703 1.411 0,014 2.472 0.016 0,016 0.17 0,06 ]4.24 2912
1000 0.50% 82.40"10 0,017 2,719 1.425 '0.014 2.489 0.016 0.016 0,17 0,06 14.26 2926
10ID OAO% 82.g'0% 0,013 2.732 1.436 0.011 2.502 0,013 0,013 0.13 0.04 7.64 29?ID
1020 0.40% 83.20% 0,013 2.746 1.447 0,011 2.515 0.013 0,013 0,13 PR~ "UBM'-' L RE~' 2
O~.) I fi~,
1030 OAO% 83,60"10 0.013 2.759 lA58 0.011 2.528 0,013 0,013 0,13 0,04 7,65 2949
l04b 0.40% 84.00% 0,013 2,772 1.469 0,011 2.541 0,013 0,013. 0,13 004 vlAR f6j5 2009 2957
1050 0.40% 84.40% 0,013 2.785 1.480 0,011 2.554 0,013 0.013 0,13 0.04 7,67 2965
. .
24-Hour SCS Type lA Design Storm - 2 Year Incremental Cumulative
Rainfall Inere. Rainfall Accum. Req'd Stor'g Req'd Stor'g
Time distr. Rainfall Increment Rainfall Volln - peTe Vol 1n ~ perc
min distr. inches inches c c
1060 0.40% 84.80% 0.013 2.798 1.491 0.011 2.568 0.013 0.013 0.13 0.04 7.68 2972
1070 0.40% 85.20% 0.013 2.812 1.502 0.011 2.581 0.013 0.013 0.13 0.04 7.69 2980
1080 0.40% 85.60% 0.013 2.825 1.513 0.011 2.594 0.013 0.013 0.13 0.04 7.69 2988
1090 0.40% 86.00% 0.013 2.838 1.525 0.011 2.607 0.013 0.013 0.13 0.04 7.70 2995
1100 0.40% 86AO% 0.013 2.851 1.536 0.011 2.620 0.013 0.013 0.13 0.04 7.71 3003
1110 0.40% 86.80% 0.013 2.864 1.547 0.011 2.633 0.013 0.013 0.13 0.04 7.72 3011
1120 0.40% 87.20% 0.013 2.878 1.558 0.011 .2.646 0.013 0.013 0.13 0.04 7.73 3019
1130 0.40% 87,60% 0.013 2.891 1.569 0.011 2.660 0,013 0.013 0.13 0.04 7.73 3026
1140 OAO% 88.00% 0.013 2.904 1.581 0.011 2,673 0.013 0.013 0.13 0.04 7.74 3034
. 1150 0.40% 88.40% 0.013 2.917 1.592 Oml 2.686 0.013 0.013 0.13 0.04 7.75 3042
1160 0040% 88.80% 0.013 2.930 1.603 0.011 2.699 0.013 0.0]3 0.13 0.04 7.76 3050
1]70 0.40% 89.20% 0.013 2.944 1.614 0.011 2.712 0.013 0.013 0.13 0.04 7.77 3057
1180 0.40% 89.60% 0.013 2.957 1.626 0.011 2.725 0.013 0.013 0.13 0.04 7.77 3065
1190 0.40% 90.00% 0.013 2.970 1.637 0.011 2.738 0.013 0.ill3 0.13 0.04 7.78 3073
1200 0.40% 90AO% 0.013 2.983 1.648 0.011 2.752 0.013 0.013 0.13 0.04 7.79 3081
1210 0.40% 90.80% 0.013 2.996 1.659 0.011 2.765 0.013 0.013 0.13 0.04 7.79 3088 (
1220 0.40% 91.20% 0.013 3.010 1.671 0.011 2.778 0.013 0.013 0.13 0.04 7.80 3096
1230 . 0.40% 91.60% 0.013 3.023. 1.682 0.011 2.791 0.013 0.013 0.13 0.04 7.81 3104
1240 0.40% 92.00% 0.013.. 3.036 1.693 0.011 2.804 0.013 0.013 0.13 0.04 7.82 3112
1250 0.40% 92.40% 0.013 3.049 1.705 . 0.011 2.817 0.013 0.013 0.13 0.04 .7.82 3120
1260 0.40% 92:80% 0.013 3.062 1.716 oml 2.830 0.013 0.013 .0.13 0.04 7.83 3127
1270 0.40% 93.20% 0.013 3.076 1.727 0.011 2.844 0,013 0.013 0.13 0.04 7.84 3135
1280 0.40% 93.60% 0.013 3.089 1.739 0.011 2.857 0.013 0.013 0.13 0.04 7.84 3143
1290 0.40% 94.00% 0.013 3.102 1.750 0.011 2.870 0.013 0.013 0.13 0.04 7.85 3151
1300 0.40% 94.40% 0.013 3.115 1.762 0.011 2.883 0.013 0.013 0.13 0.04 H6 3159
1310 0.40% 94.80% 0.013 3.128 1.773 0.011 2.896 0.013 0.013 0.13 0.04 7.86 3167
1320 OAO% . 95.20% 0.013 3.142 1.784 0.011 2.909 0.013. 0.013 0.13 0.04 7.87 3175
i330 0.40% 95.60% 0.0l3 3.155 1.796 0.011 2.922 0.013 0.013 0.13 0.04 7.88 3182
1340 0.40% 96.00% 0.013 3.168 1.807 0.011 2.936 0.013 0.013 0.13 0.04 7.88 3190
1350 0.40% 96AO% 0.013 3.181 1.819 0.011 2.949 0.013 0.0l3 0.13 0.04 7.89 3198
1360 0.40% 96.80% 0.013 3.194 1.830 0.011 2.962 0.013 0.013 0.13 .0.04 7.90 3206
1370 0.40% 97.20% 0.0l3 3.208 1.842 0,011 2.975 0.013 0.013 0.13 0.04 7.90 3214
1380 0.40% 97.60% 0.013 3.221 1.853 0.011 2.988 0.013 0.013 "0.13 0.04 7.91 3222
1390 0.40% 98.00% 0.013 3.234 1.865 . 0.011 3.001 0.013 0.013 0.13 . 0.04 7.91 3230
1400 -0.40% 98AO% 0.0l3 3.247 1.876 0'-012 3.015 0.013 .0.013 0.13 0.04 7.92 3238
1410 0:40% 98.80% 0.013 3.260 1.888 0.012 3.028 O.OB 0.013 0.13 0.04 7:93 3246
1420 0.40% 99.20% 0.013 3.274 1.899 0.012 3,041 0.013 . 0.013 0.l3 0.04 7.93 3254
1430 0.40% 99.6Q% 0.013 3.287 1.911 0.012 3.054 0.013 0.013 0.13 0.04 7.94 3262
]440 0.40% 100.0% 0.013 3.300 1.922 0.012 3.067 0.013 0.013 0.13 0.04 7.94 3270
PRE.SUBMlllAl REC'O
MAR 1 7 2009
'-1..
. .
EAST CONGREGATION OF JEHOV AB'S WITNESSES
DEVELOPED CONDITION (5-year wiNo infiltration)
Rain Garden
IFull Buildout design area = 5135 sf
total area = 75,900 1.74 (acres) design depth = 1.33ft
pervious area = 20000 0.46
impervious area'= 55,900 1.28 Total storage per area & depth listed = 6845 cf
Pervious CN - 86 S - 1.6279 O.2S - .0.3256 Peak Req'd Stora2e = 6851 cf
1m ervious CN = 98 S ~ 0.2041 O.2S ~ 0.0408
Peak Desi2D flowrate = . 0.65 cfs
total depth rain
Pt~ 3.8.(inches) MeaslITro permeability rate = * inIhr no infIltration used to calc
dt~ 10 (min) Design Soil Perm~ality Rate 0.00 inlhr storage requirement
Tv= 10 (min) W= 0.33333 percolati.on rate = . 0.00 cfs
File No: 3820 D5-yr.qpw bypass rate = 0.00 cfs no pre-deve1aped rate used
03-16-09, MJK max outflow rate = 0.00 cfs
24-Hour SCS Type IA Design Storm - 5 Year PERVIOUS Incremental CurilUlative
Rainfall Inere. Rainfall Accum. Accurn. Inerem. Total Design Req'd Stor'g Req'd Stor'g
Time distr. Rainfall Increment Rainfall Runoff Runoff Runoff f1awrate Vol In - perc Vol In - perc
mm distr. inches inches inches inches inches cfs c c
0 0 0 0 0 0 0 0 0 0 0 0 0 0
.10 0.40"10 0.40% 0.015 0.DI5 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0,00 0
20 0.40% 0.80% 0.DI5 0.030 0.000 0.000 0.000 0.000 0.000 0.00 0.00 . 0.00 0
30 0.40% 1.20% 0.015 0.046 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.17 0
40 0.40%' 1.60% 0.015 0.061 0.000 0.000 0.002 0.002 0.001 0.01 '0.00 2.60 3
50 0.40% 2.00% 0,015 0.076 0.000 0.000 0.005 0.003 0.002 0.03 0.01 5.27 8
60 0.40% 2.40% 0.DI5 0.091 0.000 0.000 . 0.010 0.005 0.004 0.04 0.01 7.46 IS
70 0.40% 2.80% 0.015 0.]06 0.000 0.000 0.016 0.006 0.004 0.05 0.02 9.28 25
80 0.40% 3.20% 0.015 0.122 0.000 0.000 0.023 0.007 0.005 0.05 0.02 10.81 36 .
90 0.40% 3.60% 0.DI5 0.137 0.000 0.000 0.031 0.008 0.006 0.06 0.02 12.10 48
100 0.40% 4.00% 0.015 0.152 0.000 0.000 0.039 0.009 . 0.006 0.07 . 0.02 13.21 61
llO 0.50% 4.50% 0.019 0.171 0.000 0.000 . 0.051 0.01 I 0.008 0.09 0.03 17.84 79
120 0.50% 5.00% 0.019 0.190 0.000 0.000 0.063 0.012 0.009 0.10 0.03 19.10 98
130 0.50"10 5.50% 0.019 0.209 0.000 0.000 0.076 0.013 0.010 0.10 0.03 20.16 ll8
140 0.50"10 6.00% 0.019 0.228 0.000 0.000 0.090 0.014 0.010 0.11 0.04 21.07 139
ISO 0.50% 6.50% . 0.019 0.247 0.000 0.000 0.104 0.014 0.010 0.1 I 0.04 21.85 161
160 0.50% 7.00% 0.019 0.266 0.000 0.000 0.ll8 O.DI 5 .0.01 I 0.11 0.04 22.53 183
170 0.60% 7.60% 0.023 0.289 0.000 0.000 0.136 0.Oi8 0.013 0.i4 0.05 27.80 211
180 0.60% 8.20% 0.023 0.312 0.000 0.000 0.154 0.018 0.014 0.14 0.05 28.53 240
190 0;60% 8.80% 0.023 0334 0.000 0.000 0.173 0.019 0'014 0.15 0.05 29.19 269
200 0.60%' 9.40% . 0.023 0.357 0.001 0.001 0.192 0.019 0.014 0.15 0.05 30.02 299
210 0.60% 10.00% 0.023 0380 0.002 0,001 . 0.212 0.019 O.DI 5 0.15 0.05 30.83 330
220 0.60% .1p.60% . 0.023 0.403 0.003 0.002 0.231 0.020 0.015 0.16 0.05 31.57 361
'230 0.70% 11.30% 0.027 0.429 0.006 0.003 0.255 0.023 0.018 0.19 0.06 37.69 399
. 240 0.70% 12.00% 0.027. 0.456 0.010 0.003 .0.278 0.024 0.0]8 0.19 0.06 38.53 438
250 0.70% 12.70% 0.027 0.483 0.014 0.004 0.302 0.024 0.019 0.20 0.07 39.36 477
260 0.70% : 13.40% 0.027 0.509 0.019 0.005 0.326 0.024 0.019. 0.20 0.07 40.0] 517
270 0.70% 14.10% 0.027 0.536 0.024 0.005 0.350 0.024 0.019 0.20 0.07 40.66 558
280 0.70% ]4.80% 0.027 0.562 0.630 0.006 0.375 0.024 0.020 0.2] 0.07 41.26 599
290 . 0.82% 15.62%" '0:031 . 0.594' 0.038 0.008 0.404 0.029 0.023 0.25 0:08 49.05 . 648--
300 0.82% 16.44% 0.031 0.625 0.046 . 0.009 0.433 0.029 0.024 0.25 0.08 49.76 698
310 0.82% 17.26% 0.031 0.656 0,056 0.009 0.462 0.029 0.024 0.25 0.08 50.42 .748
320 0.82% 18.08% 0.031 D.687 0.066 0.010 0.491 0.029 . 0.024 0.26 0.09 51.03 799'
330 0.82% 18.90% 0.031 0.718 6.076 0.011 0.521 0.029 0.024 0.26 0.09 51.59 851
340 0.82% ]9.72% 0.031 0.749 . 0.088 0.011 0.550 0.030 0.025 0.26 0.09 52,12 903
350 0.95% 20.67% 0.036 0.785. 0.101 0.014 0.584 0.034 0.029 0.31 o.io 61.01 964
360 0.95% 21.62%' 0.036 0.822 0.1]6 0.015 0.619 0.034 0.029 0.3] 0.10 61.63 1025
370 0.95% 22.57% 0.036 0.858 . 0.131 0.D15 0.654 0.035 0.030 0.31 0.10 62.20 1088
380 0.95% 23.52% 0.036 0.894 0.147 0.0]6 0.688 0.Q35 0.030 0.31 0.10 62.74 ll50
390 0.95% 24.47% 0.036 0.930 0.164 0.017 0.723 0.035 0.030 0.32 0.11 63.25 1211.
400 0.95% 25042% 0.036 0.966 0.181 0.0]7 0.758 0.035 0.030 0.32 0~1~ E.SU?~W ~AL mf7~'D
410 1.34% 26.76% 0.051 1.017 0.206 0.025 0.807 0.049 0.043 0.45 OrIS 90.63\ 1'3'68
420 1.34% 28.10% 0.051 1.068 0.232 0.026 0.857 0.049 0.043 0.46 0.15 M~~~~ 7 20L"4J9
430 1.34% 29.44% 0.051 .1.1 ]9 0.260 0.027 0.906 0.050 0.044 0.46 0.15 1552
. .
24-Hour SCS Type 1A Design StOnn - 5 Year
Rainfall Inere. Rainfall Accum. Design Req'd Stor'g Req'd Stor'g
Time distr. Rainfall Increment Rainfall flowrate Vol In - perc Vol In - perc
min mstr. inches incheS efs (ef) e
44D 1.80% 31.24% '0.068 1.187 0.298 0.038 0.973 0.067 0.059 0.62 0.21 124.95 1677
450 1.80% 33.04% 0.068 1.256 0.338 0.040 1.040 .0.067 0.060 0.63 0.21 126.09 1803
460 3.40% 36.44% 0.129 1.385 0.417 0.079 "U67 0.127 0.114 1.20 0.40 240.92 2044
470 5.40% 41.84% 0.205 1.590 0.553 0.135 1.369 0.202 0.184 1.94 0.65 388.87 2432
480 2.70% 44.54% 0.103 1.693 0.624 0.071 1.470 0.101 0.093 0.98 0.;33 196.84 2629
490 1.80% 46.34% 0.068 1.761 0.673 0.049 1.538 0.068 0.063 0.66 0.22 131.99 . 2761
500 1.34% 47.68% 0.051 1.812 0.709 0.037 1.588 0.050 0.047 0.49 0.16 98.63 2860
510 1.34% 49.02% 0.051 1.863 0.747 0.037 1.638 0.050 0.047 0.49 0.16 98.93 2959
.520 1.34% 50.36% 0.051 1.914 0.784 0.038 1.689 0.050 0.047 0.50 0.17 99.21 3058.
530 0.88% 51.24% 0.033 1.947 0.809 0.025 1.722 0.033 0.031 0.33 0.11 65.30 3123
540 0.88% 52.120/0 0.033 1.981 0.834 0.025 . 1.755 0.033 0.031 0.33 0.11 65.41 3189
550 0.88% 53.00% 0.033 2.014 0.860 0.025 1.788 0.033 0.031 0.33 0.11 65.52 3254
560 0.88% 53.88% 0.033 2.047 0.885 0.025 1.821 0.033 0.031 0.33 0.11 65.62 3320
570 0.88% 54.76% 0.033 2.081 0.911 0.026 1.855 0.033 0.031 0.33 0.1] 65.72 3386
586 0.88% 55.64% 0.033 2.114 6.936 0.026 1.888 0.033 0.031 0.33 0.11 65.82 3451
590 0.88% 56.52% 0.033 2.148 0.962 0.026 1.921 0.033 0.031 0.33 O.ll 65.92 3517
600 0.88% .57.40% 0.033 2.181 0.988 0.026 1.954 0.033 0.031 0.33 0'-11 66.01 3583
610 0.88% 58.28% 0.033 2.215 1.015 0.026 1.987 0.033 ~. 0.031 0.33 0.11 66.10 3649
620 0.88% 59.16% 0.033 2.248 1.041 0.026 2.020 0.033 0.031 0.33 O.ll 66.18 3716
630 0.88% 60.04% 0.033 2.282 1.067 0.026 2.054 0.033 0.031 0.33 0.11 66.27 3782
640 0.88% 60.92% 0.033 2.315 1.094 0.027 2.087. 0.033 0.031 0.33 0.11 66.35 3848
650 0.72% 6I.64% 0.027 2.342 1.116 0.022 2.114 0.027 0.026 0.27 0.09 54.34 3903
660 0.72% 62.36% 0.027. 2.370 1.i38 . 0.022 2.141 0.027 0.026 0.27 0.09 54.40 3957
670 0.72% 63.08% 6.027 2.397 1.160 0.022 2.168 om7 0.026 0.27 0.09 54.45 4011
680 0.72% 63.80% 0.027 2.424 1.182 0.022 2.196 0.027 0.026 0.27 0.09 54.50 4066
690 0.72% 64.52% 0.027 2.452 1.204 0.022 2.223 0.027 0.026 0.27 0.09 54.54 _ 4120
700 0.72% 65.24% 0.027 2.479 1.226 0.022 2.256 0.027 0.026 0.27 0.09 54.59 4]75
710 0.72%" 65.96% 0,027 2.506 1.249 0.022 2.277 0.027 0.026 0.27 ,0.09 54,64 4230
720 0.72% 66,68% 0.027 2.534 1.271 0.022 2.304 0.027 0.026 0.27 0.09 54.68 4284
730 0.72% 67.40% 0.027 '2.56] 1.294 0.022 2.332 0.027 0.026 0.27 0.09 54.73 4339
740 0:72%. 68.112% 0.027 2.589 1.316 0.023 2.359 0.027 0.026 0.27 6.09 54.77 4394
750 0.72%- 68.84% 0.027 2.616 1.339 0023 2.386 0.027 0.026 0.27 0.09 54.81 4449
760 0.72% 69.56% 0.027 2.643 1.361. 0.023 2.413 0.027 0.026 0.27 0.09 54.85 4504
770 0.57% 70.13% 0.022 2.665 1.379 O.oJ8 2.435 0.022 0.021 0.22 . 0.07 43.45 4547
780 0.57% 70.70% 0.022 2.687 1.397 O.oJ8 2.456 0.022 0.021 0.22 0.07 43.48 4590
790 0.57% 71.27% 0.022 2.708 1.416 . 0.018 2.478 0.022 0.021 0.22 6.07 43.50 4634
. 800 0.57% 71.84% 0.022 2.730 1.434 0.018 2.499 0.022 0.021 0.22 0.07 43.53 4678
810 057% 72.41% 0.022. 2.752 1'.452 O.oJ 8 2.521 0.022 Om1 . 0.22 0.07 43.55 4721
820 0.57% 72.98% 0.022 2.773 . 1.470 0.018 2.543 0.022 0.021 0.22 0.07 43.57 4765
830 0.57% 73.55% 0.022 2.795 1.488 O.oJ 8 2.564 0.022 Om1 0.22 0.07 43.60 . 4808
840 057% 74.12% 0.022 2.817 1.506 0.018 2.586 0.022 0.021 0.22 . 0.07 . 43.62 4852
850 0.57% 74.69% 0.022 2.838 1.525 0.018 2.607 0.022 0.021 0.22 0.07 43.64 4895
860 .0.57% 75.26% 0.022 2.860 1.543 . 0.018 2.629 0.022 0.021 0.22 0.07 43.66 4939
870 0.57% 75.83% 0.022 2.882 1.561 0.018 2.650 0.022 6.021 . 0.22 0.07 43.68 4983
880 0.57% 76.40% 0.022 2.903 1.580 O.oJ 8 2.672 0.022 0.021 0.22 0.07 43.70 5027
890 0.50% 76.90% 0.019 2.922 1.596 0.016 2.691 0.019. 0.018 0.19 0.06 38.35 5065
. 900 -([50% . 17:40% .-- 0,019 2."41 1.612 -0.016 2.710 ~6.019 0:018 '0:19' 0:06 ~ . - 38:37 5103-
910. 0.50% 77.90% 0.0]9 2.960 1.628 ~ 0.016 2.729 0.019 0.018 0.19 0.06 38.39 5142
920 .0.50% 78.40% 0.019 2.979 1.645 0.016 2.748 0.019 0.018' 0.19 0.06 38.40 5180
930 0.50% 78.90% 0.019 2.998 1.661 0.016 2.766 : 0.019 0.018 0.19 0.06 38:42 52]8
940 0.50% 79.40% 0.019 3.017 1.677 0.016, 2.785 0.019 0.018 0.19 0.06 38.43 5257
950 0.50% 79.90% 0.019 }.036 1.694 0.016 2.804 0.019 0.018 0.19 0.06 38.44 5295
960 0.50% 80.40% 0.019 .3.055 1.710 0.916 2.823 6.019 0.018 0.19 0.06 38.46 5334
970 0.50% 80.90% 0.019 3.074 1.726 0.016 2.842 0.019 0.018 0.19 0.06 38.47 5372
980 0.50% 81.40% 0.019 3.093 1.743 0.016 2.861 0.019 0.018 0.19 0.06 38.49 5411
990 0.50% 81.90% 0.019 3.1ii 1.759 0.016 2.880. 0.019 0.0]8 0.19 0.06 38.50 .5449
1000 0.50% 82.40% 0.019 3.131 1.775 0.016 2.899 0.019 . 0.018 0.19 0.06 38.52 5488
1010 0.40% 82.80% 0.015 3.146 1.789 0.013 2.914 Om5 0.015. 0.15 ma5 . SUp-0.S2 rAl ~};~.'D
0.40% 83.20% ~N' '.. 1II~" ~
1020 0.015 3.162 1.802 0.013 2.929 Om5 0.015 0.15 .05 ' 30.83
1030 0.40% 83.60% 0.015 3.177 1.815 0.013 2.944 om5 0.015 0.15 0.05 MA~84 7 20[~80
1040 0.40% 84.00% 0.015 3.192 1.828 0.013 2.960 0.Oi5 0.015 0.15 . 0.05 30.8'5 5 11
1050 0.40% 84.40% 0.015 3.207 1.841 0,013 2.975 0.015 0.015 0.15 0.05 30.86 5642
. . "
24-Hour SCS Type lA Design Stom - 5 Year IMPERVIOUS
Rainfall mere. Rainfall Accum. Design Req'd Stor'g Req'd Storg
Time distr. Rainfall InCrement Rainfall flowrate Vol in. pere VoJIn - pere
mm e1istr. inches inches efs e e
1060 0.40% 84.80% 0,015 3.222 1.855 0.013 2.990 0.Q15 0.Dl5 0.15 6.05 30.86 5673
1070 0.40% 85.20% 0.015 3.238 1.868 0.013 3.005 0.Q15 .0.015 0.15 0.05 30.87 5704
1080 0.40% 85.60% 0.0]5 3.253 1.88] 0.013 3.020 0.015 0.015 0.15 0.05 30.88 5735
1090 OAO% 86.00% 0.015 3.268 1.894 0.013 3.035 0.Q15 0.Dl5 0.15 0.05 30.89 5765
1100 OAO% 86.40% 0.015 .3.283 1.908 0.013 3.050 0.Q15 0.015 0.15 0.05 30.90 5796
1110 0.40% 86.80% 0.015 3.298 1.921 0.013 3.066 0.Q15 0.015 0.15 0.05 30.90 5827
1120 0.40% 87.20% 0.015 3.314 1934 0.013 3.081 0.Q15 0.015 0.15 0.05 30.91 5858
]130 0.40% 87.60% 0.015 3.329 1.948 0.013 3.096 0.015 0.Dl5 0.15 0.05 30.92 5889
1140 0.40% 88.00% 0.015 3.344 1.961 0.013 3.111 0.015 0.Dl5 0.15 0.05 30.93 5920
1150 OAO% 88.40% 0.015 3.359 1.974 0.013 3.126' 0.015 0.015 0.15 0.05 30.93 5951
1160 0.40%- 88.80% 0.Q15 3.374 1.988 0.013 3.141 0.015 0.Dl5 0.15 0.05 30.94 5982
1170 .0.40% 89.20% 0.015 3.390 2.001 0.613 3.156 0.015 0.015 0.15 0.05 30.95 6013
1180 0.40%,.. 89.60% 0.015 3.405 2.014 0.013 3.172 0.Q15 0.Q15 0.15 0.05 30.96 6044
1190 0.40% 90.00% '0.015 3.420 2.028 0.013 3.187 0.015 0.Q15 0.15 0.05 30.96 6075
1200 OAO% 90.40% 0.015 3.435 2.041 0.013 3.202 0.Q15 0.015 0.15 0.05 30.97 6106
1210 0040% 90.80% 0.015 3.450 2.055 0.013 3.217 0.Q15 0.Dl5 0.15 0.05 30.98 6137
1220 0040% 91.20% 0.015 3.466 :2.068 0.013 3.232 0.015 0,015 0.15 0.05 30.98 . 6168
1230 0.40% 91.60% 0.015 3.481 2.081 0.013 3247 0.Dl5 0.015 0.15 0.05 . 30.99 6199
1240 0.40% 92.00% . 0.015 3.496 2.095 0.013 3.262 0.015 0.015 0.]5 0.05 31.00 6230
1250 0.40% 92.40% 0.015 3.511 2.108 0.013 3.278 0.Q15 0.015 0.16 0.05 31.00 6261
1260 OAO% 92.80% 0.015 3.526 2.122 0.013 . 3.293 0.015 0.015 0.16 0.05 31.01 6292
1270 OAO% 93.20% 0.015 3.542 2.135 0.013 3.308 0.015 0.015 0.16 0.05 31.02 6323
1280 OAO% 93.60% 0.015 3.557 2.149 0.013 3.323 0.Q15 0.0]5 0.16 0.05 31.02 6354
1290 OAO% 94.00% 0.0]5 3.572 2.]62 0.013 3.338 0.0]5 0.015 0.]6 0.05 31.03 6385
1300. 0.40% 94.40% 0.015 3.587 2.176 0.014 3.353 0.015 0.Q15 0,16 0.05 31.04 6416
1310 0.40% 94.80% 0.Q15 3,602 2.189 0.014 3.369 0.015 0.015 0.16 0.05 31.04 6447
1320 0040% 95.20% 0.0]5 3.618 2.203 0.014 3.384 0.015 0.Dl5 0.16 0,05 31.05 6478
1330 0.40% 95.60% 0.Q15 3.633 2.216 0.014 3.399 0.015 .0.Dl5 0.16 0.05 31.06 6509
]340 0.40% 96.00% 0.015 3.648 . 2.230 0.014 3.414 0.015 0.015 0.16 0.05 31.06 6540
1350 0040% 96.40% 0.015 3.663 2.243 0.014 3.429 0.015 0.Dl5 0.16 0.05 31.07 6571
1360 0.40% 96.80% 0.015 3.678 2.257 0.014 3.444 0.015 0.015 0.16 0.05 31.07 6602
1370 0.40% 97.20% 0.015 3.694 2.271 0.014 3.460 0.015 0.015 0.16 0.05 31.08 6633
1380 0.40% 97,60% 0.Q15 3.709 2.284 0.014 i.475 0.0]5 0.Dl5 0.16 0.05 31.09 6664
1390 0.40% 98.00% 0.015 . 3.724 2.298' 0.014 3.490' 0.Q15 0.015 0.16 0.05 31.09 6695
1400 0.40% 98.40% 0.015 3.739 2.311 0.014 3.505 0.Q15 0.015 0.16 . 0.05 31.10 6727
1410 0.40% 98.80% . 0.015 3.754 . 2.325 0.014 3.520 0.Q15 0.Dl5 0.16 0.05 31.10 6758
1420 0.400/0 99.20% 0.015 3.770 2.339 0.014 3.535 0.015 0.015 0.16 0.05 31.11 6789
-1430 0.40% 99.60% 0.Q15 3.785 2.352 0.014 3.550 0.015 0.015 0.16 0.05 (31.12 6820
1440 0040% 100.0% 0.Q15 3.800 2.366 0.014 3.566 0.015 0.015 0.16 0.05 31.12 6851
PRE.SUBMilTAL REC'D
MAR 1 7 2009
,
.
.
EAST CONGREGATION OF JEHOVAH'S WITNESSES
DEVELOPED CONDITION (5-year wi Infiltration
Rain Garden
bottom width ~
bottom len<rth ~
bottom area (infiltration area) =
I Full Buildout
total area ~ 75,900
petvJ.ous area =" 20000
impervious area = 55,900
1.74 (acres)
0.46
1.28
Peak Rcq'd Storag-e =
Pervious CN - 86
1m TVlous eN = 98 .
Peak DesieD flowrate ==
drawdown time = 38 hr
0.65 cfs
S - 1.6279
S ~ 0.2041
O.2S - 0.3256
O.2S = 0.0408
48.5 ft
93.5 ft
4535 sf
4259 cf
tow depth rain
Pt ~ 3.8 (inches)
dt~ 10 (min)
Tc~ 10 (min)
File No: 3820 D5i-yr.qpw
03-16.09, ~
~ 0.33333
SCS miriimum permeability Tate =i: 0.60 in/hr
c Design Soil Pcrmcality Rate- 0.3000 in/hr
percolation rate = 0.0315 cfs
bypass rate == 0.0000 cfs
max outflow, rate = 0.0315 cfs
24'Hour SCS Type 1A Design Stann - 5 Year PERVIOUS
Rainfall mere. Rainfall. Accum. !nerem !nerem. Total
Time "distr. Rainfall Increment Rainfall Runoff Runoff Runoff
min distr. inches inches inches inches inches
0 0 0 0 0 0 0 0 0 0 0
10 0.40% 0.40% 0.015 0.015 0.000 0.600 l. 0.000 0.000 0.000 0:00
20 0.40% 0.80% 0.015 0.030 0.000 0.000 0.000 0.000 0.000 0.00
30 0.40% 1.20% 0.015.. . 0.046 0.000 0.000 0.000 0.000 0.000 0.00
40 0.40% 1.60% 0.015 0.061 0.000 0.000 0.002 0.002 0.001 0.01
50 0.40% 2.00% 0.015 0.076 0.000 0.000 0.005 0.003 0.002 0.03
60 0.40% 2.40% 0.015 0.091 0.000 0.000 0.010 0.005 0.004 0.04
70 0.40% 2.80% 0.Oi5 OJ06 0.000 0.000 0.016 0.006 0.004 0.05
80 0.40% 3.20% 0.015 0.122 0.000 0.000 0.023 0.007 0.005 0.05
90 OAO% 3.60% 0.015 0.137 0.000 0.000 0.031 0.008 0.006 0.06
100 0.40% 4.00% 0.015 0.152 0.000 0.000 0.039 0.009 0.006 0.07
110 0.50% 4.50% 0.019 0.17i 0.000 0.000 0.051 0.011 0.008 0.09
120 '0.50% 5.00% 0.019 0.190 0.000 0.000 0.063 0.012 0.009 0.10
130 0.50% 5.50% 0.019 0.209 0.000 0.000 0.076 0.0\3 0.010 0.10
140 0.50% 6.00% 0.019 0.228 0.000 0.000 0.090 0.014 0.010 0.11
150 0.50% 6.50% . 0.019 0.247 0.000 0.000 0.104 0.014 0.010 0.11
160 0.50% 7.00% 0.019 0.266 0.000 0.000 0.118 . 0.015 0.011 0.11
170 0.60% 7.60% 0.023 0.289 0.000 0.000 0.136 . 0.018 0.013 0.14
180 0.60% 820% 0.023 0:3J2. 0.000 0.000 0.154 0.018 0.OJ4 0.14
190 0.60% 8.80% 0.023 0.334 0.000 0.000 0.173 0.019 0.014 0.15
200 0.60"10 9.40% 0.023 0.357 0.001 0.001 0.192 0.019 0.014 0.15
210 0,60% 10.00% 0.023 0.380 0.002 0.001 0.212 0.019 0.015 0.15
220 0.60% 10.60% 0.023 0.403 0.003 0.002 0.231 0.020 0.Ql5 0.16
230 0.70% 1130% 0.027 0.429 0.006 0.003 0.255 0.023 0.018 0.19
240 0.70"10 12.00% 0.027 0.456 0.010 0.003 0278 0.024 0.018 0.19
250 0.70% 12.70% 0.027 . 0.483. 0.014 0.004 0.302 0.024 0.019 0.20 -
260 0.70% 13 .40% 0.027 0.509 0.019 0.005 0.326 0.024 0.019 0.20
270 0.70% 14.10% 0.027 0.536 0.024 0.005 0.350 0.024 0,019 0.20 c
280 0.70% 14.80% 0.027 0.562 0.030 0.006 0.375 0.024 0:020 0.21
290 0.8-2% - 15.62% .0.031' -'0.594 0.038 O,OOS- 0:404 0:029 0.023 0.25
300 . 0.82% 16.44% 0.031 0.625 0.046 0.009 0.433 0.029 0.024 0.25
310 0.82% 17.26% 0.031 0.656 0.056 0.009 0.462 0.029 0.024 0.25
320 0.82% 18.08% 0.03] 0.687 0.066 0.010 0.491 0.029 0.024 0.26
.330 0.82% 18.90% 0.031 0.718 . 0.076 0.011 0.521 0.029 0.024 0.26
340 0.82% 19.72% 0.031 0.749 0.088 0.011 0.550 0.030 0,025 0.26
350 0.95% 20.67% 0.036 0.785 0.101 0.014 0.584 0.034 0.029 0.31
360 0.95% .21.62% 0.036 0.822 0.116 0.015 0.619 0.034 0.029 0.31
370 0.95% 22.57% 6.036 0.858 0.i31 0.Ql5 0.654 0.035 0.030 0.31
380 0.95% 23.52% 0.036 0.894 0.147 0.016 0.688 0.035 0.030 0.31
390 0.95% 24.47% 0.036 0.930 0.164 0.017 0.723 0.035 0.030 0.32
400 0.95% 25.42% 0.036 0.966 0.18i 0.017 0.758 0.035 0.030 0.32
410 1.34% 26.76% .0.05] 1.017 . 0.206 0.025 0.807 0.049 0.043 0.45
420 1.34% 28.10% 0.051 1.068 0.232 0.026 0.857 0.049 0.043 0.46
430 1.34% 29.44% 0.051 1.119 0.260 0.027 0.906 0.050 0.044 0.46
scs min/2
using bottom area only
no pre-de"veloped rate used
)
Incremental Cumulative
Req'd Stor'g Req'd Stor'g
Vol In - pac Vol In - perc
c c
000
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
0.01 0.00 0
0.01 0.00 0
0.02 0.00 0
0.02 0.00 0
0.02 0.00 0
0.02 0.00 0
0.03 6.00 0
0.03 0.20 0
0.03 1.26 1
0.04 2.17 4
0.04 2.95 7
0.04 3.63 10
0.05 8.91 19
0.05 9.64 29
( 0.05 J 0.30 39
0.05 11.12 50
0.05 11.94 62
0.05 12.68 75
0.06 18.80 94
0.06 19.64 113
O.ot 20.41 134
0.07 21.11 155
0.07 21.77 . 177
0.07 22.37 199
0,08 30.16- - 229'-
0.08 30.86 260
0.08 31.52 291
0.09 32.13 324
0.09 32.70 356
0.09 33.23 390
0.10 42.11 432
0.10 42.73 474
0.10 43.31 518
0.10 43.85 562
0.11 44.35 fi!i..6
PR~.]g JBM~~'~!. REC'~
0.15 71.74 -722
01~ AR FZ,.s6:~009 795
0.15 . 73.31 868
. .
2+HoUT SCS Type IA Design Storm. 5 Year IMPERVIOUS locremeotal Cumulative
Rainfall Inere. 'Rainfall Accum. Increm. Total Req'd Stoeg Req'd Stoeg
Time distr. Rainfall Rainfall Runoff Runoff Vol In - pe:c Vol In - perc
min distr. inches inches) inches) c
446 1.80% 31.24% 0.068 1.187 0.298 0.038 0.973 0.067 0.059 0.62 0.21 106.05 974
450 1.80% 33.04% 0.068 1.256 0.338 0.040 1.040 0.067 0.060 0.63 0.21 ]07.19 1082
460 3.40% 36.44% 0.129 1.385 - 0.417 0.079 1.167 0.127 0.1]4 1.20 0.40 222.02 ]304
470 5.40% 41.84% 0.205 1.590 0.553 0.135 1.369 0.202 0.184 1.94 0.65 369.97 1674
480 2.70% 44.54% 0.103 1.693 0.624 0.071 1.470 0.101 0.093 0.98 0.33 177.94 1851
490 1.80% 46.34% 0.068 1.761 0.673 0.049 1.538 0.068 0.063 0.66 0.22 113.]0 1965
506 1.34% 47.68% 0.051 1.812 0.709 0.037 1.588 0.050 0.047 0.49 0.16 79.74 2044
510 1.34% 49.02% 0.051 1.863 0.747 6.037 1.638 0.050 0.047 0.49 0.16 80.03 2124
520 1.34% 50.36% 0.051. 1.914. 0.784 0.038 1.689 6.050 0.047 0.50 0.17 80.31 2205 .
530 0.88% 51.24% 0.033 1.947 0.809 0.025 1.722 0.033 0.031 0.33 0.11 46.40 225]
540 0.88% 52.12% 0.033 1.981 0.834 0.025 1.755 0.033 0.031 0.33 0.11 46.51 2298
550 0.88% 53.00% . 0.033 2.014 0.860 0.025 1.788 0.033 0.031 0.33 0.11 46.62 2344
560 0.88% 53.88% 0.033 2.047 0.885 6.D25 1.821 0,033 . 0.031 0.33 0.11 46.73 2391
570 0.88% 54,76% . 0,033 2.081 0.91i 0.026 1.855 0,033 0.031 0.33 0,11 46,83 2438
580 .0.88% 55.64% 0.033 2J14 0,936 0.026 1.888 0,033 0.031 0.33 0.11 46.93 2485
590 0.88% 56.52% 0.033 2.148 0.962 0.026 1.921 ' 0,033 0.031 0.33 0,11 47,02 2532
600 0.88% 57 AO% 6.033 2.181 0,988 0,026 1.954 0,033 0.031 0.33 0.11 47.11 2579
610 0:88% 58.28% 0.033 2,215 1.015 0.026 1.987 0.033 0.031 0.33 0.11 47.20 2626
620 0.88% 59.16% 0.033 2.248 1.041 0,026 2.020 0,033 0.031 0.33 0.11 47.29 2673.
630 0.88% 60.04% 0.633 2.282 1.067 '~0.026 2.054 0.033 0.031 '0.33 0,11 47.37 2721
640 0.88% 60.92% 0.033 2.315 1.094 0,6:h 2,087 0.033 0.031 0.33 0,11 47.45 2768
650 0.72% 61.64% ,0.027 2.342 . 1.116 0,022 2,114 ' 0,027 0.026 . 0.27 0.09 35.45 2804
660 0.72% .62.36% 0.027 2.370 1.138 0.022 2.141 0.027 0.026 0.27 0,09 35.50 2839
670 0.72% 63.08% 0,027 2.397 1.160 0.022 2,168 0,027 0.026 0.27 0.09 35.55 2875
680 0.72% 63.80% 0,027 2.424 1.182 0.022 2.196 0,027 0.026 0.27 0.09 35.60 2910
690 0.72% 64.52% 0.027 2.452 1.204 0,022 2,223 0.027 0.026 0.27 0.09 35,65 2946
70'0 0.72% 65.24% 0.027 2,479 1.226 0,022 2.250 0.027 0,026 0.27 0.09 35.70 2982
710 0.72% 65,96% 0,027 2.506' 1.249 0,022 2.277 0.027 0.026 0.27 0.09 35.74 3017
no 0.72% 66.68% 0.027 2.534 1.27] 0.022 2.304 0,027 0.026 0.27 0.09 35,79 3053
730 0.72% 67.40% 0.027 . . 2.561 1.294 0,022 2.332 0.027 0,026 0.27' 0.09 35.83 3089
740 0.72% 68.12% 0.027 2.589 1.316 0,023 2.359 0.027 0,026 0.27 0,09 35,87 3125
750 .0.72% 68,84% 0.027 2.6]6 1.339 0.OZ3 2.386 0.027 0,026 0.27 0.09 35.92 3161
760 0.72% 69.56% 0,027 2.643 1.36] 0,023 2.413 0,027 0.026 0.27 0.09 35.96 3197
770 0.57% 70.13% 0,022 2.665 1.379 0.0l8 2.435 0.022 0.021 0.22 0.07 24.56 322i
780 0.57% 70.70% 0.022 2,687 1.397 0.018 2.456 0.022 0,021 0.22 0.07 24.58 3246
790 0.57% 71.27% ,0.022 2,708 1.416 0.018 2.478 0.022 0,021 0.22 0.07 24.61 3270
800 057% 71.84% 0.022 2,730 1.434 0.018 2.499 0.022 0,021 ' 0.22 0.Q7 24.63 3295
810 0.57% 72.41% 0.022 2)52 1.452 0.0l8 2,521 0.022 0.021 0.22 '0.Q7 24,65 3320
820 .0.57% 72.98% 0,022 2.773 1.470 0,018 2.543 0.022 6.021 0.22 0.Q7 . 24,68 3344
830 D.S?% 73.55% 0.022 2,795 1.488 0.018 2.564 0.022 0.021 0.22 0.07 24,70 3369
840 0.57% 74.12% 0.022 2.817 1.506 0.D18 2.586 0,022 0.021 ' 0.22 0.07 24.72 3394
850 0.57% 74.69% 0.022 2.838 1.525 0.018 2.607 0.022 0.021 0.22 0.Q7 24,75 3419
860 0.57% 75.26% 0.022 2,860 1.543 0.D18 2.629 0.022 0.021 0.22 0.Q7 24,77 3443
870 0.57% 75.83% 0.022 2.882 1.561 0.D18 2.650 0.022 0.021 0.22 0.Q7 24.79 3468
880 0.57% 76.40% . 0,022 2,903 1.580 O.D18 2,672 0.022 0.021 0.22 '0.07 24.81 3493
890 0.50% 76.90% 0,019 2.922 1.596 0,016 2,691 0.019 0.018 0.19 0.06 19.46 3512
900 . 6~59% 77.4OGio .. . 0:019 2941 1.6i1 ' . 001'6 2,710 .. 0~(H9 . , '0~(f]8 0.19' 0.06 . 19:47 . 3532
910 0.50% 77.90% 0.019 2.960 1.628 0,016 2,729 0.019 0.018 0.19 0.06 19.49 3551
920 0.50% 78.40% 0,019 2.979 1.645 0,016 2,748 0.019 0,018 0,19 0.06 19,5] 3571
930 0.50% 78 .90% 0,0]9 2,998 1.661 0.016 2.7"66 0.019 0.018 0,19 0.06 i9.52 3590
940 ,0.50% 79.40%' 0,019 3,017 1.677 0.0]6 2.785 0.019 0.018 0.19 0.06 19.54 3610
950 0.50% 79.90% 0.019 ' 3,036 1.694 0.016 2.804 0.019 0.018 0.19 0,06 19.55 3629
960 0.50% 80.40% 0,019 3.055 1.710 0,016 2.823 0.019 0,018 0.19 0.06 19,56 3649
970 0.50% 80.90% 0,019 3.074 1.726 0.016 2.842 0.019 0.018 0.19 0,06 19.58 3669
980 0.50% 81.40% 0,019 3.093 1.743 0.016 2.861 0.019 0.018 0.19 0,06 19.59 3688
990 0.50% 81.90% 0.019 3,112 1.759 0,016 2,880 0.019 0.018 0,19 0.06 19.61 3708
.1000 0.50% 82,40% 0.019 3,131 1.775 6.016 2,899 0.019 0,018 . 0.19 0.06 19,62 3727
. 1010 0.40% 82.80% 0.015 3.146 1.789 0.013 2.914 0.D15 0.0l5 0.15 PREJ9'9~ MIIT.Ji[l'.9~ EC1Q739
1020 0.40% 83.20% 0.015 3.162 1.802 0.013 2,929 0,015 0,015 0,15 '0'05 '11\94 751
1030 0.40% 83,60% 0.015 3.177 1.815 0.013 2.944 0,015 0,0]5 0,15 p:05j> 1 711;~~ 9 3763
0.40% 8400% 0.015 1.828 ,6.013 2.960 0.015 "II)< 3775
1040 3.192 0.D15 0,15 O. 5 ]1":95
1050 0.'40% 84,40% 0.0l5 3,207 1.841 0.013 2.975 0.D15 0.015 0,15 0.05 11.96 3787
. .
24-Hour SCS Type 1A Design Storm - 5 Year Incremental Cumulative
Rairifall Inere. Rainfall Accum. Req'd Stoeg Req'd Stoeg
Time distr. Rainfall Rainfall Vol In - pere VolIn - pere
min distr. e e
1060 O.40~ 84.80% 0.015 3.222 1.855 0.013 2.990 0.015 0.D15 0.15 0.05 11.97 3799
1070 0.40% 85.20% 0.015 . 3.238 1.868 0.013 3.005 0.015 0.D15 0.15 0.05 11.98 381t
1080 0.40% 85.60% 0.015 3.253 1.881 0.013 3.020 0.015 0.015 0.15 0.05 11.99 3823
1090 .0.40% 86.00% 0.015 3.268 1.894 0.013 . 3.035 0.015 0.D15 0.15 0.05 11.99 3835
1100 OAO% 86.40% 0.Dl5 3.283 1.908 0.013 3.050 0.015 0.015 0.15 0.05 12.00 3847
1110 0.40% 86.80% 0.Dl5 3.298 1.921 0.013 3.066 0.015 0.D15 0.15 0.05 12.01 3859
1120 0.40% 87.20% 0.015 3.314 1.934 0.013 3.081 0.015 0.D15 0.15 0.05 12.02 3871
1130 OAO% 87.60% 0.015 3.329 1.948 0.013 3.096 0.015 0.D15 0.15 0.05 12.02 3883
1140 OAO% 88.00% 0.015 3.344 1.961 0.013 3.111 0.015 0.015 0.15 0.05 n03 3895.
1150 0040% 88.40% 0.015 3.359 1.974 0.013 3.126 0.015 0.D15 0.15 0.05 12.04 3907
1160 OAO% 8880% 0.015 3.374 1.988 0.013 3.141 0.015 0.D15 0.15 0.05 12.05 3919
1170 OAO% 89.20% 0.015 3.390 2.001 0.013 3.156 0.015 0.015 0.15 0.05 12.05 3931
1180 0.40% 89.60% 0.015 3.405 2.014 0.013 3.172 0.015 0.015 0.15 0.05 12.06 3943
1190 0.40% 90.00% 0.015 3.420 2.028 0.013 3.187 0.015 0.015 0.15 0.05 12.07 3955
1200 0.40% 90.40% 0.015 3.435 2.041 0.013 3.202 0.Dl5 0.D15 0.15 0.05 12.08 3967
)210 0.40% 90.80% 0.015 3.450 2.055 0.013 3.217 0.D15 0.D15 0.15 0.05 12.08 3980
1220 0.40% 91.20% 0.D15 3.466 2.068 0.013 3.232 0.015 0.015 0.15 0.05 12.09 3992
1230 OAO% 91.60% 0.D15 3..481 2,081 0.013 3.247 0.D15 0.015 0.15 0.05 12.10 4004
1240 OAO% 92.00% 0.015 3.496 2.095 0.013 3.262 0.015 0.D15 0.15 0.05 12.10 4016
1250 OAO% 92.40% 0.015 3.511 2.108 0.013 3.278 0.015 0.015 .0.16 '0.05 12.11 4028
1260' OAO% 92.80% 0.015 3.526 2.122 0.013 3.293 0.015 0.D15 0.16 0.05 12.12 4040
1270 0.40% 93.20% 0.015 3.542 2.135 0.013 3.308 0.015 0.D15 0.16 0.05 12.12 . 4052
1280 OAO% 93.60% 0.015 3.557 2.149 0.013 3.323 0.015 0.D15 0.16 0.05 12.13 4064
1290 OAO% 94.00% 0.015 3.572 2.162 0.013 3.338 0.015 0.015 0.16 0.05 12.14 . 4076
1300 0.40% 94.40% 0.D15 3.587 2.176 0.014 3.353 0.015 0.015 0.16 0.05 12.14 4089
1310 OAO% 94.80% 0.015 3.602 2.189 0.014 3.369 0.015 0.015 0.16 0,05 12.15 4101
1320 ;OAO% 95.20% 0.015 3.618 2.203 0.014 3.384 0.015 0.015 0.16 0.05 12.16 4113
1330 OAO% 95.60% 0.015 3.633 2.216 0,014 3.399 0.015 0.D15 0.16 0.05 12.16 4125
1340 0040% 96.00% . 0.D15 3.648 2.230 0.Oi4 3.414 0.015 0.D15 0.16 0.05 12.17 4137
1350 OAO% 96.40% 0.015 3.663 2.243 0.014 3.429 0.015 0.D15 . 0.16 0.05 12.17 4149
1360 OAO% 96.80% 0.015 3.678 2.257 0.D14 3.444 0.015 0.D15 0.16 0.05 12.18 4162
1370 0.40% 97.20% 0.D15 3.694 2.271 0.014 3.460 0.015 0.D15 0.16 0.05 12.19 4174
1380 0.40% 97.60% 0.015 3.709 2.284 0.014 3.475 0.015 0.015 0.16 0.05 12.19 4186
1390 . O.40~ 98.00% 0.015 3.724 2,298 0.014 3.490 0.015 0.D15 0.16 0.05 12.20 4198
1400 OAO% 98.40%' 0.015 3.739 2.311 0.014 3.505 0.015 0.D15 0.16 0.05 12.20 4210
1410 0.40% 98.80% 0.015 3.754 2.325 0.014 3.520 0.015 0.D15 0.16 0.05 12.21 4223
1420 OAO% 99.20% 0.015 3.770 2.339 0.014 3.535 0.015 0.015 0.16 0.05 12.22 4235
1430 OAO% 99.60% . 0.015 3.785 2.352 0.014 3.550 0.015 0.D15 0.16 0.05 12.22 4247
1440 -0.40% 100.0% 0.015 3.800 2.366 0.014 3.566 0.015 0.D15 0.16 0.05 12.23 4259
PRE.SUBMlITAl REC'D
MAR 1 7 2009
,
. .
EAST CONGREGATION OF JEHO\' AH'S WITNESSES
DEVELOPED CONDITION (25-year wi No infiitration)
Rain Garden
IFull Buildout 1- design area = 5335 sf
total area = 75,900 1.74 (acres) design depth = 1.75
pervious area = 20000 0.46
impervious area = 55,900 1.28 Total storage per area & depth listed = 9336 cf
Pervious eN - 86 S - 1.6279 O.2S - 0.3256 Peak Req'd Storace = 8909 cf
1m ervious eN = 98 S,o 0.2041 0.2S ~ 0.0408
Peak Design flowratc = 0.84 cfs
total depth rain
Pt~ 4.8 (inches) Measured nermeabilitv rate = * inIhr no infiltration used to calc
dt~ 10 (min) Design Soil Perineality Rate- 0.00 in/hr storage requirement
TO'" 10 (min) w=' 0.33333 percolation rate = 0.00 cf,
File No: 3820 D25-yr.qpw bypass rate = 0.00 cf, no pre-developed rate used
03-16-09, MJK max outflow rate = 0.00 cf, .
24-Hour SCS Type 1A Design Stonn - 25 Year PERVIOUS IMPERVIOUS Incremcntal Cumulative
Rainfall" mere. Rainfall Accunl. Accum. Increm. Accum. Increm. Design Req'd Stor'g' Req'd Storg
Time,.> distr. Rainfall Iricrement Rainfall Runoff Runoff Runoff Runoff f10wrate Vol I:h - perc Vol In - pere
min distr:~ inches inches inches inches inches inches cIS c
0 0 0 0 0 0 0 0 0 0 0 0 0 0
10 0.40% 0.40% 0.019 0.019 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0
20 0.40% 0.80% 0.019 . 0.038 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0
30 0.40% 1.20% - 0.019 , 0.058 0.000 0.000 0.001 0.001 0.001 0.01 0.00 1.98 2
40 0.400/0 1.60% 0.019 0.077 0.000 0.000 0.005 0.004 0.003 0.03 0.01 6.39 8
50 0.40% 2.00% 0.019 0.096 0.000 0.000 0.012 0.006 0.005 0.05 0.02 9.86. 18
60 0.40% 2.40% 0.019 0.115 0.000 0.000 . 0.020 0.008 0.006 0.06 0,02 12.61 31
70 0.40% 2.80% 0.019 0.134 0.000 0.000 0.029 0.010 0.007 0.D7 0.02 14.83 46
80 0.40% 3.20% 0.019 0.154 0,000 0.000 0.040 0.011 0.008 0.08 . 0.03 16.65 62
90 0.40% 3.60% 0.019 0,173 0.000 0.000 0.052 0.012 0.009 0.09 0.03 18.15 80
100 0.40% 4.00% 0.019 0.192 ,0.000 0.000 0.064 0.013 0.009 0.10 0.03 19.41 100
110 0.50% 4.50% 0.024 0.216 0.000 0.000 0.081 0.017 0.012 0.13 0.04 25.75 ]26
120 0.50% - 5.00% 0.024 0.240 0.000 0.000 0.098 0.Oi7 . 0.013 0.14 0.05 27.12 153
130 0.50% 5.50% 0.024 0.264 0.000 0.000 0.117 0.018 0.013 0.14 0.05 28.26 . ]81
140 0.50% -6.00% 0.024 0.288 0.000 0.000 0.135 0.019 0.014 0.]5 0.05 29.22 210
150 0.50% 6.50%- 0.024 0.312 0.000 0.000 0.155 0.019 0.014 0.15 0.05 30.03 240
160 0.50% 7.00% 0.024 0.336 0.000 0:000 0.]75 0.020 0.015 0.15 0:05 30.76 271
]70 0.60% - 7.60% 0.029 0.365 0.001 0.001 0.199 om4 0.018 0.19 . 0.06 38.13 -309
180 0.60% 8.20% 0.029 0.394 0.003 0.002 0.223 0.025 .0.019 0.20 0.07 39.39 349
190 0.60% 8.80% ,0.029 0.422 0.005 . 0.003 0.249 .Om5 0.019 020 0.07 40.51 389
. 200 0.60% 9.40% 0.029 0.451 0.009 0.004 0.274 Om5 0.020 6.21 0.07 41.52 431
210 0.60% 10.0Q% 0.029 0.480 0.013 0.004 0.300 0.026 0.020 0.21 0.07 42.44 473
220 0.60% 10,60% 0.029 0509 0.019 0.005 0.326 0.026 0.021 0.22 0.Q7 43.28 516
230 0.70% 11:30% 0.034 0.542 0.025 0.007 0.357 0.031 0.024 0.26 0.09 '51.45 568
240 0.70% 12.00% 0.034 0.576 0.033 0.008 0.387 0.031 0.025 0.26 0.09 52.40 620
250 0.70% 12.70% 0.034 0.610 0.042 0.009 0.419 0.031 0.025 0.27. 0.09 53.26 673
260 0.70% 13.40% ' Om4 0.643 0.052 0.010 0.450 0.031 0.026 0.27 0.09 54.05 727
270 0.70% 14.10% 0.034 0.677 0.062 0.010 0.481 0.032 0.026 0.27 0.09 54.79 782
280 0.70% 14.80% 0.034 0.710 0.074 0.011 0.513 0.032 0.026 028 0.09 55,46 838
290 0.82% 15_62%- ([03]- 0.750 0.088 0:0)4 '0.550 0.037 O.OW 0.33 0.11 '65:76 . '903-'
300 0.82% 16.44% Om9 .0.789 0.103 0.015 0.588 0.037 0.032 0.33 0.11 66.55 970
310 0.82% 17.26% 0.039 0.828 0.119 0.016 0.626 0038 0.032 0.34 0.11 67.29 1037
320 0.82% ]8.08% 0.039 0.868 0.135 0.017 0.663 0.038 0.032 0.34 0.11 67.96 1105
330 0.82% 18.90% 0.039 0.907 0.153 0.Q18 .0.701 0.038 0.033 0.34 0.11 68.59 1174
340 0.82% 19.72% 0.039 0.947 0.17] 0.018 0.739 0.038 0.033 0.35 0.12 69.18 1243
350 0.95% 20.67% 0.046 0.992 0.194 0.022 0.783 0.044 Om8 0.40 0,13 80.83 1324
360 0.95% 21.62% 0.046 1.038 0.217 0.023 0.828 0.044 0.039 0.41 0.14 81.51 1405
370 0.95% 22.57% 0.046 1.083 0.241 0.024 0:872 0.044 0039 0.41 0.14 82.14 1488
380 0.95% 23.52% 0.046 1.]29 0.265 0.025 . 0.916 0.044 0.039 0.41 0.14 82.73 1570
390 0.95% 24.47% 0.046 1.175 0.291 0.026 0.961 0,045 0.040 0.42 0.]4 83.29 1654
400 0.95% 25.42% 0.046 1.220 0.317 0.026 1.005 0.045 0.040 0.42 014 )RE ~~!~, ~ITTAF3JEC'D
410 1.34% 26.76% 0.064 1.284 0.355 0.038 1.068 0.063 0.056 0.60 0.20 .J.I9!02 1.856
420 1.34% 28.10% 0.064 1.349 0.395 0.039 1.131 0.063 0.057 0.60 0.20 1i9A~ 1 7 if9~9
430 1.34% 29.44% 0.064 1.413 0.436 0.041 1.195 0.063 0.057 0.60 0.20 2" \1
1 O.
'r'
.
.
Incremental Cumulative
Design Req'd Stor'g Req'd Stor'g
fl6\vrate Vol In - perc Vol In - pere
ern e
24-Hour SCS Type 1ADesign Slorm - 25 Year
Rainfall were. Rainfall Accum.
Time distr. Rainfall Increment Rainfall
min distr. inches
440
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
620
630
640
650'
660
670
680
690
700
710
720
730
740
750
760
770
780
790
800
810
820
830
840
850
860
870,
880
890
900
910
920
930
940
950
960
970
980
990
1000
1010
1020
1030
1040
1050
1080"10 31.24%
1.80% 33.04%
3.40% 36.44%
5AO% 41.84%
2.70% 44.54%
1.80% 46.34%
1.34% 47.68%
1.34% 49.02%
1.34% 50.36%'
0.88% 51.24%
0.88% 52.12%
0.88% 53.00%
0.88% 53.88%
0.88% 54.76%
0.88% 55.64%
0.88% 56.52%
0.88% 57.40%
0.88% 58.28%
0.88% 59.16%
0.88% 60.04%
0.88% 6Q.92%
0.72%, 61.64%
0.72% 62.36%
O. nO;? 63.08%
0.72% 63,80%
0.72% 64.52%
0.72% 65.24%
0.72% 65.96%
0.72% 66.68%
.0.72% 67.40%
0.72% 68.12%
0.72% 68.84%
Q.72% 69.56%
0.57% 70.13%
057% 70.70%
0.57% 71.27%
0.57% 71.84%
0.57% .72.41 %
0.57% 72.98%
0.57% 73.55%
0.57% 74.12%
0.57% 74.69%
0.57% 75.26%
0.57% 75.83%
0.57% 76.40%
0.50% 76.90%
0.50% 77.40%
0.50% 77.90%
0,50% 78.40%
0.50% 78.90%
0.50% 79.40%'
0.50% 79,90%
0.50% 80.40%
0.50% 80.90%
0.50% 81.40%
0.50% 81.90%
0.50% 82.40%
0.40% 82,80%
OAO% 83.20%
0.40% 83,60%
0.40% 84.00%
0.40% 84.40%-
,.
0,086
0,086
0.163
0.259
0.130
0.086
0,064
0,064
0.064
0,042
0.042
0,042
0,042
0.042
0,042
0,042
0,042
0.042
0,042
0,042
0.042
0,035
0.035
0.035
0.035
0.Q35
0.Q35
0.Q35
0.Q35
0.Q35
0.Q35
0.Q35
0.Q35
. 0,027
0.027
0,027
0,027
0,027
0.027
0.027
0.027
0.027
0.027
0.027
0.027
0.024 .
. . 0.024
0,024 .
0,024
0.024
0.024
0.024 '
0.024
0.024
0.024 .
0.024
0,024
0.019
0.019
0.019
0.019
0.019
1.500
1.586
1.749
2,008
2,138
2.224
2.289
2.353
2.417
2.460
2.502
2,544
2.586
2,628
2.671
2,713
2.755
2.797
2.840
2,882
2,924
, 2.959
2.993
3,028
3,062
3.097
3,132
3,166
3.201
3.235
3,270
3.304
3.339
3.366
3394
3,421
3,448
3.476
3.503
3.530
3.558
3,585
3,612
3,640
3,667
3.691
3715
3739
3.763
3,787
3,811
3,835
3,859
3883
3,907
3,931
3.955
3,974
3,994
4,013
4.032
4,051
0.492
0.550
0.664
0.855
0.955
1.022
1.073
1.124
1.176
1.210
1.245
1.280
1.314
1.349
1.384
1.419
1.455
1.490
1.526
1.562
1.598
1.627
1.657
1.686
1.716
1.746
1.776
. 1.806
1.836
1.866
1.896
1.926
1.956
1.980
2,004
2,029
2.053
2.077
2,101
2.125'
2,150
2,174
2,198
2,223
2.247
2.268
2,290
2.311'
2.333
2.354
2.376
2.398
2.419
2,441
2.462
2.484
2.506
2.523
2.541
2.558
2.575
2.593
0,056
0.058
0,114
0.191
0.099
0.068
0,051
0.051
0,052
0.034
0.034
0.Q35
0.035
0.Q35
"0.035
0.Q35
0.035
0.036
0,036
0.036
0,036
0.029
0.030
0,030
0,030
0,030
0.030
0.030
0,030
0,030
0,030
0.030
0,030
0.024
0,024
0,024.
0.024
0.024
. 0.024
0.024
0,024
,0,024
0.024
0,024
0,024
0.021
0.021 .
0.021
0.022
0.022
0.022
0.022
0.622
0,022
0.022
0,022
0.022
0.017
0,017
0.017
Om7
0,017
1.280
1.365
1.526
1.783
1.911
1.997
2,061
2,125
2,189
2.231
2.272
2,314
2.356
2.399
2.441
2,483
2.525
2.567
2,609
2.651
2.693
2.727
2,762
2.796
2,830
2.865
2.899
2,934
2,968
3.003
3,037
3.071
3,106
3,133
3,160
3,188
3.215
3.242
3.270
3.297
3.324
3.351
3.379
3.406
3.433
3.457
3.481
3,505
3.529
3.553
3,577 .
3.601
3.625
3,649
3,673
3.696
3,720
3.740
3,759
3,778
3,797
3.816
0,085
0.085
0.161
0.257
0.129
0,086
0,064
0,064
0,064
0,042
0.042.
0.042
0.042
0,042
0.042
0.042
0,042
0,042
0.042
.0.042
0,042
0.034
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
0.027
0,024
'0,024
0,024
0.024
0,024
0,024-
0024
0.024
0,024
0,024
0.024
0,024
0.019
0,019
0,019
0.019
0,019
0,077
0.078
0,149
0,239
0,121
0,081
0.060
0.061
0,061
0,040
0,040
0.040
0,040
0.040
0,040
0.040
0,040
0,040
0.040
0.040
0.040
0,033
0,033
0.033
, 0,033
'0.033
0,033
0,033
0.033
0.033
0,033
0.033
0.033
0.026
0.026
.0026
0,026
0,026
0.026
0.026
0,026
0,026
0,027
0,027
0,027
0.023
0.023
0.023
,0.023
0,023
0,023
0,023
0,023
0.023
0.023
0,023
0.023
0,019
0.019
0.019
0,019
0,019
,0,82
0.82
1.57
2.52
1.27
0,85
0.64
0.64
0,64
0.42
0,42
0,42
. 0,42
0.42
0,42
.0,42
0,42
0,43
0.43
0.43'
0.43
0.35
0.35
0.35
0.35
0.35
0.35
0,35
0.35
0.35
0.35
0.35
0.35
0,28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0,28
0,28
0,28
0.25
0:25'
0.25
0,25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.20
0.20
0.20
0.20
0.20
0.27 i63.31 2260
0.27 164.52 2425
0,52 313.66 2738
0,84 504.67 3243
0.42 254,81 3498
0.28 170,66 3669
0.21 127.42 3796
0.21 127.72 3924
0.21 128,00 4052
0,14 84.21 4136
0.14 84,32 4220
0.14 84.43 4305
0,14 84.53 4389
0,14 84.63 4474
,0,14 84,73 4559
0,14 84.82 4643
0.14 84.91 4728
0.14 85,00 4813
0,14 85.09 4898
0,14 85,17 4984
0.14 85.25 5069
0.12 69,81 5139
0.12 69,86 5209
0,12 69,91 5278
.0,12 , 69.95 5348
0.12 70,00 5418
0,12 70,05 5488
0.12 70,09 5559
0.12 70.14 5629
0,12 70,18 5699
0,12 70.22 5769
0,12 70,26 5839
0,12 70,30 5910
0,09 55,68 5965
0,09 ' 55,71 6021
0,09 55,73 6077
0.09 55.75 .6132
0.09 55,77 6188
0,09 55.80 6244
0,09 55,82 6300
0.09 55.84 6356
0.0955,86 6412
0.09 55,88 6467
0.09 55.90 6523
0.09 55.92 6579
, 0,08 49,07 6628
0,08 . 49,09 6677
0.08 49.10 6727
0,08 49,12 6776'
0.08 49.13 6825
0.08 49,14 6874
0.08 49,16 6923
0.08 49,17 6972
0.08 49.18 7021,
0.08 49.20 7071
0.08 49,21 7120
(i1'b1.SUE1~;j~ rAL RP~'D
O~07 39.140 I . 7248
0.07 MAI{910 7 2007,287
0.07 39.4] 7327
0.Q7 39.42 7366
. .
24~Hour SCS Type IA Design Storm ~ 25 Year Incremental Cumulative
Rainfall Incre. RainlaIl Accum. Design Req'd Stor'g Req'd Stor'g
Time distr. Rainfall fncrement -Rainfall flowrate VolIn ~ pere Vol In - pere
mm distr. inches inches cfs c
1060 0.40% 84.80% 0.019 4.070 2.610 0.017. 3.835 0.019 0.019 0.20 0.D7 39.43 7406
1070 0.40% 85.20% 0.019 4.090 2.628 0.017 3.854 0.019 0.019 0.20 0.07 39.44 7445
1080 OAO% 85.60% 0.019 4.109 2.645 0.017 3.874 0.019 0.019 0.20 0.D7 39.44 7484
1090 OAO% 86.00% 0.019 4.128 2.663 0.017 ~ 3 .893 0.019. 0.019 0.20 0.D7 39.45 7524
1100 0.40% 86.40% 0.019 4.147 2.680 0.017 3.912 0.019 0.019 0.20 0.07 39.46 7563
1110 0.40% 86.80% 0.019 4.166 2.698 0.017 3.931 0.019 0.019 0.20 0.D7 39.46 7603
1120 0.40% 87.20% 0.019 4.186 2.715 0.618 3.950 0.019 Om9 0.20 0.Q7 39.47 7642
1130 0.40% 87.60% 0.019 4.205 2.733 0.018 3.969 0.019 0.019 0.20 0.07 39.48 7682
1140 0.40% 88.00% 0.019 4.224 2.750 0.018 3.989 0.019 0.019 0.20 0.Q7 39.49 7721
1150 0.40% 88.40% 0.019 4.243 2.768 0.018 4.008 0.019 0.019 0.20 0.07 39.49 7761
1160 0.40% 88.80% 0.019 4.262 2.785 om8 4.027 0.019 0.019 0.20 0.07 39.50 7800
1170 0.40% 8920% 0.019 4.282 2.803 0.018 4.046 0.019 0.019 0.20 0.07 39.51 7840
1180 0.40%. 89.60% 0.019 4.301 2.820 0.018 4.065 00019 0.019 0.20 0.07 39.51 7879
1190 0.40% 90.00% 0.019 4.320 2.838 0.018 4.084 0.019 0,0]9 0.20 0.07 39.52 7919
1200 0.40% 90.40% 0.019 4.339 2.855 0.018 4.104 0.019 0.019 0.20 0.07 39.53 7958
1210 0.40% 90.80% 0.019 4.358 2.873 0.018 4.123 0.019 0.019 0.20 0.Q7 39.53 7998
1220 0.40% 91.20%, 0.019 4.378 2.891 0.018 4.142 0.019 0.019 0.20 0.D7 39.54 8037
1230 0.40% 91.60% 0.019 4.397 2.908 0.018 4.161... 0.019 0.019 0.20 0.D7 39.55 8077
1240 0.40% 92.00% 0.019 4.416 2.926 0.018 4.180 0.019 0.019 0.20 0.D7 39.55 8116
1250. 0.40% 92.40% 0.019 4.435 2.944 0.018 4.199 0.019 0.019 0.20 0.07 39.56 8156
1260 0.40% 92.80% 0:019 4.454 2.961 0.018 4.219 0.019 0.019 0.26 0.07 39.57 8196
1270 0.40% 93.20% 0.019 4.474 2.979 0.018 4.238 0.019 0.019 0.20 6.07 39.57 8235
1280 0.40% 93.60% 0.019 4.493 . 2.997 0.018 4.257 0.019 0.019 0.20 0.07 39.58 8275
1290 0.40% 94.00% 0.019 4.512 3.014 0.018 4.276 0.019 0.019 0.20 0.D7 39.58 8314
1300 0.40% 94.40% 0.019 4.531 3632 0.018 4.295 0.019 0.019 0.20 0.07 39.59 8354
1310 0.40% 94.80% 0.019 4.550 3.050 0.018 .4.314 0.019 0.0]9 0.20 0.07 39.60 8393
1320 0.40% 95.20% 0.019 4.570 3,067 0.018 4.334 0.019 0.019 0.20 0.07 39.60 8433.
1330 0.40% 95.60% 0.019 4.589 3.085 0.018 4.353 0.019 0.019 0.20 0.Q7 39.61 8473
1340 0.40% 96.00% 0.019 4.608 3.103 0.018 4.372 0.019 0.0]9 0.20 0.07 39.61 85]2
1350. 0040% 96.40% 0,019 4.627 3.i21 0.018 4.391 0.Oi9 0.019 0.20 0.07 39.62 8552 .
1360 0.40% 96:80% 0.019 4.646 3.138 0.018 4.410' 0.619 0.019 0.20 0.07 39.62 8592
1370 0.40% 97.20% 0.019 4.666 3.156 0,018 4.429 0.019 0.019 0.20 0.07 39.63 8631
1380 0.40% 97.60% 0.019 4.685 3.174 0.018 4.448 0.019 0.019 0.20 0.D7 39.64 8671
1390 0.40% 98.00% 0.019 4.704 . 3.192 0.018 4.468 0.019 0.019 0.20 0.07 39.64 8710
1400 0.40%' 98.40% 0.019 4.723 3.210 0.018 4.487 0.019 . 0.019 0.20 0.07 39.65 8750
1410 0.40% 98.80% 0.019 4.742 3.227 0.018 4.506 0.019 0.019 0.20 0.D7 39.65 8790
1420 0.40% 99.20% 0,019 4.762 3.245 0.018 4.525 0.019 0.019 0:20 0.07 39.66 "8829
1430 '0.40% 99.60% 0.019 4.781 3.263 Om8 4.544 0.019 0.019. 0.20 0.Q7 39.66 8869
1440 0.40% 100.0% 0.019 4.800 3.281 0.018 4.563 0.019 0.019 0.20 0.07 39.67 8909
PRE.SUBMITIAL REC'D
MAR 1 7 2009
. . ,
EAST CONGREGATION OF JEHOVAH'S WITNESSES
DEVELOPED CONDITION (25-year wi Infiltration
48.5 ft
I Full Bui1dout 93.5 ft
total area = 75,900 1.74 (acres) 4535 sf
pervious area = 20000 0.46
impervious area ~ 55,900 1.28 Peak ReQ'd Stora2e = 6277 cf
Pervious CN ~ 86 S - 1.6279 0.2S - 0.3256 Peak Desi~n flowrate = 0.84 cfs
Im ervious CN ~ 98 S ~ 0.2041 O.2S ~ 0.0408
dniwdown time = 55 hr
total depth rain
Pt~ 4.8 (inches) SCS minimum .permeabilitv rate = 0.60 inIhr
dt~ 10 (min) Design Soil Permeality.Rate- 0.3000 in/hr scs min/2
Tc= 10 (min) ~ 0.33333 percolation rate = 0.0315 cf, using bottom area only
File No: 3820 D25i-yr.gpw bypass rate = 0.0000 cf, no pre-developed rate used
03-16.09, MJK Max outflow rate = 0.0315 cf,
24-Hour SCS Type lA Design Storm - 25 Year IMPERVIOUS Incremental Cumulative
Rainfall Inere. Rainfall Accum. Inerem: Req'd Stor'g Req'd Stor'g
Time distr. Rainfall IilcremeiJ.t Rainfall Runoff Volin - perc Vol In ~ perc
mm distr. inches inches in~hes c c
0 0 0 0 0 0 0 0 0 0 0 0 0 0
10 OAO% 0.40% 0.019 0.019 0.000 0.000 0.000 0:000 0.000 0.00 0.00 0.00 0
20 0.40% 0.80% 0.019 0.038 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0
30 0.40% 1.20% 0.019 0.058 0.000 0.000 0.001 0.001 0.001 0.01 0.00 0.00 0
40 0.40% 1.60% 0.019 0.077 0,000 0.000 0.005 0.004 '0.003 0.03 om 0.00 0
50 0.40% 2.00% 0.019 0.096 0.000 0.000 0.012 0.006 0.005 0.05 0.02 0.00 0
60 0.40% 2.40% '0.019 0.115 0.000 0.000 0.020' 0.008 0.006 0.06 0.02 0.00 0
70 0.40% 2.80% 0.019 0.134 0.000 0.000 0.029 0.010 0.007 0.07 0.02 0.00 0
80 0.40% 3.20% 0.019 0.154 0.000 0.000 0.040 0.011 0.008 0.08 0.03 0.00 0
90 0.40% 3.60% 0.019 0.173 0.000 0.000 0.052 0.012 0.009 0.09 0.03 0.00 0
100 0:40% 4.00% 0.019 0.192 0.000 0.000 0.064 0.013 0.009 0.10 0.03 0.52 1
110 0.50%" 4.50% 0.024 0.216 0.000 0.000 0.081 0.017 0.012 0.13 0.04 6.85 7
120 0.50% 5,00% 0.024 0.240 0.000 0.000 0.098 0.017 0.013 "0.14 0.05 8.22 16
130 0.50% 5.50% 0,024 0.264 0.000 0.000 0.117 0.018 0.013 0.14 0.05 0 ,9.36 25
140 0.50% 6.00% 0,024 0.288 0.000 0.000 0.135 0.019 0.014 0.15 0,05 10.32 35
150 0.50% 6.50% 0.024 0.312 0.000 0.000 0.155 0.019 0.014 0.15 0.05 11.13 46
160 0.50% 7.00% 0.024 0.336 0.000 0.000 0.175 0.020 0015 0.15 0.05 11.87 58
170 0.60% 7.60% 0.029 0.365 0.001 0.001 0.199 0.024 0018 .0.19 0.06 19.24 78
180 0.60% 8.20% 0.029 0.394 0.003 0.002 0.223 0.025 0.019 0.20 0.07 20.49 98
190 0.60% 8.80% 0.029 0.422 0.005 0.003 0.249 0.025 0.019 0.20 0.07 21.62 120
200 0.60% 9.40% 0.029 0.451 '0.009 0.004 . 0.274 0.025 0.020 0.21 0.07 22.63 142
210 0.60'>10 10.00% .0.029 0.480 0.Oi3 0.004 0.300 0.026 0.020 0.21 0.07 23.55 166
220 0.60% 10.60% 0.029 0.509 0.019 0.005 0.326 0.026 0.021 O.2i 0.07 24.38 190
230 0.70% 11.30% . 0.034 ' 0.542 0.025 0.007 0.357 0.031 0.024 0.26 0.09 32.56 223
.240 0.70% 12.00% 0,034 0.576 0.033 0.008 0.387 0.031 0.025 0.26 0,09 33.50 256
250 0.70% 12.70% 0.034 0.610' 0.042 0.009 0.419 0.031 0.025 0.27 0.09 34.37 291
260 0.70% 13.40% 0.034 0.643 . 0.052 0.010 0.450 0.031 0.026 0.27 0.09 35.16 326
270 0.70% 14.10% 0.034 0.677 0.062 0.010 I 0.481 0.032 0.026 0.27 0.09 35.89 362
280 0.70% 14.80% 0.034' 0.710 0.074 0.011 0.513 0.032 0.026 0.28 0.09 36.57 398
.' 290 0.82% 15~"62%- '0:039 . 0.750' 0:088 '0.014 0:550' 0.037' 0.031 0.33 0.11 46.87 . . -445"
300 0.82% 16.44% 0.039 0.789 0.103 0015 0.588 0.037 0.032 0.33 0.11 47.66 493
310 0.82% 17.26% 0.039 0.828 0.119 0.016 0.626 0.038 0.032 0.34 0.11 48.39 541
320 0.82% 18.08% 0.039 0.868 0.135 0.017 0.663 0.Q38 0.032 '0.34 0.11 49.07 590
330 0.82% 18.90% 0.039 0.907 0.153 0.018 0.701 0.038 0.033 0.34 0.11 49.70 640
340 0.82% 19.72% 0.039 0.947 0.171 0.018 0.739 0.038 0.033 0.35 0.12 50.28 690
350 0.95% 20.67% 0.046 - 0.992 0.194 0.022 0.783 0.044 0.038 0.40 0.13 61.93 752
360 0.95%. 21.62% 0.046 1.038 0.217 0.023 0.828 0.044 0.039 0.41 0.14 62.62 815
370 0.95% 22.57% 0.046 1.083 0.241 0.024 0.872 0.044 0.039 0.41 0.14 63.25 878
380 0.95% 23.52% 0.046 1.129 0.265 0.025 0.916 0.044 0.039 0.41. 0.14 63.84 942
390 0.95% 24.47% 0.046 1.175 0.291 0.026 0.961 0,045 0.040 0.42 PR0.14 UBM64J9, REdOO6
400 0.95% 25.42% 0.046 1.220 0.317 0.026 1.005 0.045 0.040 0.42 [l~ t~2'i! b 6iY
410 1.34% 26.76% 0.064 1.284 0.355 0.038 L068 0.063 0.056 0.60 0.20 100.12 1171
420 1.34% 28.10% 0.064 1.349 0.395 0.039 . 1.131 0,063 0.057 0.60 02Q lAR l:Ql '90 _009 1272
430 134% 29.44% 0.064 1.413 0.436 0.041 1.195 0.063 0.057 0.60 0.20 101.81 1374
. .
24--HoUT SCS Type lA Design Stonn- 25 Year PERVIOUS IMPERVIOUS Incremental Cumulative
Rainfall Inere. Rainfall Accum. Increm. Accum. /nerem. Total Instant Req'd Storg Req'd Stor'g
Time distr. Rainfall Increment Rainfall Runoff Runoff Runoff . Runoff flowrate Vol In ~ pere Vol In - perc
min distr. inches inches inches) inches inches inches cfs c
440 1.80% 31.24% 0.086 1.500 0.492 0..056 1.280 0.085 0.077 0.82 0.27 144.41 1518
450 1.80% 33.04% 0.086 1.586 0.550 0.058 1.365 0.085 0.078 0.82 0.27 145.63 ]664
460 3.40% 36.44% 0.163 1.749 0.664 0.114 1.526 0.161 0.149 1.57 0.52 294.77 1959
470 5.40% 41.84% 0.259 2.008 0..855 0.191 1.783 0.257 0.239 2.52 0.84 485.77 2445
480 2.70% 44.54% 0.130 2.138 0.955 0.099 1.911 0.129 0.121 1.27 0.42 235.92 2681
490 1.80% 46:34% 0.086 2.224 1.022 0.068 1.99( 0.086 0.081 0.85 0.28 151.76 2832
500 1.34%" 47.68% 0.064 2.289 1.073 0.051 2.061 0.064 0.060 0.64 0.21 108.53 294]
510 1.34% 49.02% 0.064 2.353 1.124 0.051 2.125 0.064 0.061 0.64 0.21 108.82 3050
520 1.34% 50.36% 0.064 2.417 1.176 0.052 2.189 0.064 0.061 0.64 0.21 109.11 3159
530 0.88% 51.24% 0.042 2.460 1.210 0.034 2.231 0.042 0.040' 0.42 0.14 65.31 3224
540 0.88% 52.12% 0.042 2.502 1.245 0.034 2.272 0.042 0.040 0.42 0.14 65.42 3290
550 0.88% 53.00% 0.042 2.544 1.280 0.035 2.314 0.042 0.040 0.42 0.14 65.53 3355
560 0.88% 53.88% 0.042 2.586 1.314 0.035 2.356 0.042 0.040 0.42 0.14 65.64 3421
570 0.88% 54.76% 0.042 2.628 1.349 0.035 2.399 0.042 0.040 0.42 0.14 65.74 3486
580 0.880/0 55.64% 0.042 2.671 1.384 0.035 2.441 0.042 0.040 0.42 0.14 65.83 3552
590 0.88% 56.52% 0.042 2.713 1.419 0.035 2.483 0.042 0.040 0.42 0.14 65.93 3618
600 0.88% 57.40% . 0.042 2.755 1.455 0.935 2.525 0.042 0.040 0.42 0.14 66.02 3684
610 0.88% 58.28% 0.042 2.797 1.490 0.036 2.567 0.042 0.040 0.43 0.14 66.] 1 3750
620 0.88% 59.16% 0.042 2.840 1.526 0.036 2.609 0.042. 0.040 0.43 0.14 66.19 3817
630 0.88% 60.04% 0.042 2.882 1.562 0.036 2.65] 0.042 0.040 0.43 0.14 66.27 3883
J 640 0.&8% 60.92% 0.042 2.924 1.598 0.036 2.693 0.042 0.040 0.43 0.14 66.35 3949
650 0.72% 61.64% 0.035 2.959 1.627 0.029 2.727 0.034 0.033 0.35 0.12 50.91 4000
660 0.72% 62.36% 0.035 2.993 .1.657 0.030 2.762 0.034 0.033 0.35 0.12 50.96 4051
670 0.72% 63.08% 0.035 3.028 1.686 0.030 2.796 0.034 0.033 0.35 0.12 51.01 4102
680 0.72% 63.80% 0.035 3.062 1.716 0.030 2.830 0.034 0.033 0.35 0.12 51.06 4153
690 0.72% 64.52% 0.035 3.097 1.746 0.030. 2.865 0.034 0.033 0.35 0.12 51.11 4204
700 0.72% 65.24% 0.035 3.132 1.776 0.030 "2.899 0.034 0.033 0.35 0.12 51.15 4255
710 0.72% 65.96% 0.035 3.]66 1.806 0.030 2.934 0.034 0.033 0.35 0.12 51.20 4307
720 0.72% 66.68% 0.035 3.201 1.836 0.030 2.968 0.034 0.033 0.35 0.12 51.24 4358
730 0.72% 67.40% . 0.035 3.235 1.866 0.030 3.003 0.034 - 0.033 0.35 0.12 51.28 4409
740 0.72% 68.12% 0.035 3.270 1.896 0.030 3.037 0.034 0.033 0.35 0.12 51.33 4460
750 .. 0.72% 68.84% 0.035 3.304 1.926 0.030 3.071 0.034 0.033 0.35 0.12 51.37 4512
760 0.72%" 69.56% 0.035 3.339 1.956 0..030 3.106 0.034 0.033 0.35 0.12 51.4] 4563
770 0.57% 70.i3% 0.027 3.366 (980 0.024 3.133 0.027 0.026 0.28 0.09 36.79 4600
780 0.57% 70.70ro 0.027 3.394 2.004 0.024 3.160 0.027 0.026 0.28 0.09 36.81 4637
790 0.57% 71.27% 0.027 3.421 2.029 0.024 . 3.188 0.027 0.026 0.28 0,09 . 36.83 .4674
800 0.57% 71.84% 0.027 3.448 2..053 . 0.024 3.215 0.027 0.026 '0.28 0.09 36.86 471Q
810 0.57% 72.41% 0.027 3.476 2.077 0.024 3.242 0.027 0.026 0.28 0.09 36.88 4747
820 0.57% 72.98% 0.027 3.503 2.101 0.024 3.270 0.027 0.026 0.28 0.09 . 36.90 4784
830 0.57% 73.55% 0.027 3.530 2.125 0.024 3.297 0.027 0.026 0.28 0.09 36.92 4821
840 0.57% 74.12% 0.027 3558 2.150 0.024 3.324 0.027 0.026 0.28 0.09 36.95 4858
850 0.57% 74.69% 0.027 3,585 2.174 0.024 3.351 0.027 0.026 .. 0.28 0.09 36.97 4895
860 0.57% 75.26% 0.027 3.612 2.198 0.024 3.379 0.027 . 0.027 0.28 0.09 36.99 4932
870 0.57% 75.83% 0.027 3.640 2.223 0..024 3406 0,027 0.027 0.28 0.09 37.01 4969
880 0.57% 76.40% 0.027 3.667 2.247 0.024 3.433 0.027 0.027 0.28 0.09 37.03 5006
890 0.50% 76.90% 0.024 3.691 2.268 0.021 3.457 0.024 "'. 0.023 0.25 0.08 30.18 5036
"900 0:5-0% 77.40% . 0.024 3.7]5 2:290 0:021' 3.481' '"0.024 0.023 0:25 . 0:08 . 30.19 5066'
910 0.50% 77.90% 0.024 3.739 2.311 0.021 3.505 0.024 0.023 0.25 0.08 30.21 5097
920 0:50% 78.40% 0.024 3.763 2.333 0.022 3.529 0.024 0.023 0.25 0.08 30.22 5127
930 0.50% 78.90% 0.024 . 3.787 2.354 0..022 3.553 . 0.024 0.023 .0.25 0.08 30.23 5157
940 0.50% 79.40% 0.024 3.811 2.376 0.022 3.577 0.024 0.023 0.25 0.08 30.25 5187
950 0.50% 79.90% 0.024 3.835 2.398 0.022 3.601 0.024 0.023 0.25 0.08 30.26 5218
960 0.50% 80.40% . 0.024 3.859 " 2.419 0.022 3.625 . 0.024 0.023 0.25 0.08 30.28 5248
970 0.50% 80.90% 0.024 3.883 2.441 0022 3.649 0.024 0.023 0.25 0.08 30.29 5278
980 0.50% 81.40% '0.024 3.907 2.462 0.022 3.673 0.024 0.023 0.25 0.08 30.30 5309
990 0.50% 81.90% 0.024 3.931 2.484 0.022 3.696 0.024 0.023 0.25 0.08 30.32 5339
1000 0.50% 82.40% 0.024 3.955 2.506 0.022 3.720 0.024 0.023 0.25 0.08 30.33 5369
1010 0.40% 82.80% 0.019 3.974 2.523 0.017 3.740 0.019 0.019 0.20 PRr?Jt.1 BMiT9.ij REC53'9o
1020 0.40% 83.20% 0.019 3.994 2.541 0.017 3.759 0:019 0.019 0.20 0.07 20'50 ~ sk10
1030 0.40% 83.60% 0.019 4.013 2.558 0.017 3.778 0.019 0.019 0.20 ogJr R 12O,5~ 009 5431
1040 0.40% 84.00% 0.019 4.032 2.575 0.017 3.797 . 0.019 0.019 0.20 0.07 20'52 5451
1050 0.40% 84.40% 0.019 4.051 2.593 0.017 3.816 0.0]9 0.019 0.20 0.07 20.53 5472
. .
24--Hour SCS Type lADesign Storm - 25 Year Incremental Cumulative
Rainfall Inere. Rainfall ACCUffi. . Req'd Stofg Req'd Stofg
Time distr. Rainfall Increment Rainfall Volin - pere Va] In - pere
10m dlstr. inches inches e
1060 0.40% 84.80% 0.019 4.070 2.610 0.017 3.835 0.019 0.0]9 0.20 0.07 20.53 5492
1070 0.40% 85.20% 0.019 4.090 2.628 0.017 3.854 0.019 0.019 0.20 0.D7 20,54 5513
1080 0.40% 85.60% . 0.019 4.109 2.645 0.017 3.874 0.019 0.0]9 0.20 0.07 20.55 5533
1090 0.40% 86.00% 0.019 4.128 2.663 0.017 3.893 .0.019 0.019 0.20 0.07 20.56 . .5554
1100 0.40% 86.40% 0.019 4.]47 2.680 0.017 3.912 .0.019 0.019 0.20 0.07 20.56 5574
1110 OAO% 86.80% 0.019 4.166 2.698 0.017 3.931 0.019 0.019 0.20 0.D7 20.57 5595
1120 OAO% 87.20% 0.019 4.186 2.715 0.D18 3.950 0.019 '0.019 0.20 0.07 20.58 5616
]130 0.40% 87.60% 0.019 4.205 2.733 0.0]8 3.969 0.019 0.019 0.20 0.07 20.58 5636
1140 0.40% 88.00% 0.019 4.224 2.750 0.018 3.989 0.019 0.019 0.20 0.07 20.59 5657
1150 0.40% 88.40% 0.019 4.243 2.768 0.0]8 4.008 0.019 0.019 0.20 0.07 20.60 5677
1160 0.40% 88.80% 0.019 4.262 2.785 0.018 4.027 0.019 0.0]9 0.20 0.D7 20.61 5698
1170 0.40% . 89.20% 0.019 4.282 2.803 0.D18 4.046 0.019 0.019 0.20 0.07 20.61 5719
1180 0.40"10 89.60% 0.019 4.30] 2.820 0.D18 4.065 0.019 0.019 0.20 0.D7 20.62 5739
1190 0.40% 90.00% 0.019 4.320 2.838 0.D18 4.084 0.019 0.019 0.20 0.07 20.63 5760
]200 OAO% 90AO% 0.019 4.339 2.855 0.0]8 4.104 0.019 0.019 0.20 0.D7 20.63 5780
12]0 0.40% 90.80% 0.019 4.358 2.873 0.018 4.123 0.019 0.019 0.20 0.D7 20.64 5801
1220 OAO% 91.20% 0.019 4.378 2.891 0.018 4.142 0.019 0.0]9 0.20 0.07 20.65 5822
1230 0.40% ' 91.60% 0.019 4.397 2.908 0.D18 4.161 0.019 0.0]9 0.20 0.07 20,65 5842
1240 0.40% 92.00% 0.019 4.416 2.926 0.D18 4.180 0.019 0.019 0.20 0.D7 20.66 5863
1250 0.40% 92.40% 0.019 4.435 2.944 0.018 4.199 0.019 0.019 0.20 0.07 20.66 5884
1260 0.40% 92.80% 0.019 4.454 2.961 0.018 4.219 0.019 0.019 0.20 0.07 20.67 5904
1270 0.40% 93.20% 0.019 4.474 2.979 0.D18 4.238 0.019 0.019 0.20 0.07 20.68 5925
1280 0040% 93.60% 0.019 .4.493 2.997 0.018 4.257 0.019 0.019 0.20 0.07 20.68 5946
1290 OAO% 94.00% 0.019 4.512 3.014 0.018 4.276 0.019 0.019 0.20. 0.07 20.69 5966
1300 0040% 94.40% 0.019 4.531 3.032 0.D18 4.295 0.019 0,019 0.20 0.07 20.70 5987
1310 0.40% 94.80% 0.019 .4.550 3.050 0.0]8 4.3]4 0.019 0.019 0.20 0.07 20.70 6008
1320 0.40% 95.20% 0.019 4.570 3.067 0.018 4.334 0.019 0.019 0.20 0.07 20.71 .6029
1330 0.40% 95.60% 0.019 4.589 3.085 0.0]8 4.353 0.019 0.019 0.20 0.07 20.71 6049
1340 OAO% 96.00% 0.019 4.608 3.103 0.0]8 4.372 0.019 0.019 0.20 0.07 20.72 6070
1350 0.40% 96.40% 0.019 4.627 3.121 0.018 4.391 0.019 0.019 0.20 0.D7 20.72 6091
1360 OAO% 96.80% 0.019 4.64,6 3.138 0.018 4.410 0.019 0.019 0.20 0.D7 20.73 6111.
. 1370 0.40% 97.20% 0.019 4.666 3.156. 0.018 4.429 0.019 0.0]9 0.20 0.D7 20.74 6132
1380 0.40% 97.60% 0.019 4.685 3.174 0.D18 4.448 0.019 0.0]9 0.20 0.07 20.74 6153
1390 0.40% 98.00% 0.019 4.704 . 3.192 0.018 4.468 0.019 0.019 0.20 0.D7 20.75 6174
1400 . 0.40% 98.40% 0.019 4.723 3.210 0.D18 4.487 0.019. 0.019 0.20 0.07 20.75 6194
1410 .9.40% 98.80% 0.019 4.742 3.227 .0.018 4.506 0.019 0.019 0.20 0.07 20.76 6215
1420 0.40% 99.20% 0.019 4.762 3.245 0.018 4.525 0:019 0.019 0.20 .0:07 .20.76 . 6236
]430 OAO% 99,60% 0.019 4.781 3.263 0.D18 4.544 . 0.019 0.019 0.20 0,07 20..77 6257
1440 OAO% 100.0% 0.019 4.800 . 3.281 0.018 4.563 0.019 0.019 0.20 0.D7 20.77 6277
PRE-SUBMlTTALREC'D
MAR 1 7 Z009
'e
e
HYDROLOGIC CALCuLATIONS
FOR
CONVEYANCE SY51TEM SIZING
Rational Method
. PRE.SUBMiTIAL ~EC'D.
. MAR 1 7 ZOOll
PROJECT 5; sf 0.-.-r'1~k~.... "SLVrt
BY vV1TZ DATE c5!rfo!o'1
I I
j-- I'
~'_T,.
1 1 r, ~,',-+
" " -~
'+w:t++ ' :
, ,#t iiH+h+r I
. J-Lfl+ti,,~-:t' :li,W-1.i 4 "
, i tW-/,\, i 't-~l r-f-l
+-; +, I '++-Rfff, +
, ~ ,
'I I L-
-r- ,"
'+
T I 'TT
I
..
~I
I
f-'
r'
,
,
,E
,'+:
I
.1, -t ' +
M=6
+'
,
"-
I
I
I
I
,
-'fJ
':",J.t:IS~!' ~
.~-+--
. ().
_~/ ~~i
i~
1
.. . .~
-::I
1 ~$jzf
~ 5@
'I ',-lJb
I,
I
I 'I c.J.
I -A -4;-J.
j- .--' "
.J
+-1 i .'{),J,;,
l-
,
~
,I -~e
u7 ~& oS
I
-'(p
,
~ !
",,' '~&, '" ~,I
'i-3
1
H
~&.' <@
i-j
, ,- f-
POAGE ENGINEERING
& SURVEYING, INC.
P.O, Box 2527. Eugene, OR 97402.0152
(990 Obie Street)
(541) 485,4505. FAX (541) 485-5624
-r='lT C
.'+
II
~
I,
" ,
"
"T
-:6
l!..,
,I
1
,,2f@
1
I I
.1
, '=FHf'r
-L'
IT
I
"=R=
m
" I
_ic:...
,
. IT
/
'j,'
.J
,'IT
++-,
c
I
1
r!
, . 'Th+-
II
I"
JOB NO. 38~O
PAGE / OF ...!..........
.
Pipe 1
Worksheet for Circular Channel
Project Description
Project File
Worksheet
Flow Element
'Method
Solve For
f:\projects\haestad\flowmaster files\3820stm1.fm2
Pipe 1
Circular Channel
Manning's Formula
Channel Depth
Input Data
Mannings Coefficient
Ch'annelSlope
Diameter
. Discharge
0.011
0.007000 flIlt
6.00' in
0.50 cfs.
Results
Depth 0.37 It
Flow Area 0.16 It'
Wetted Perimeter 1.04 It
Top Width 0.44 It
Critical Depth 0.36 It
Percent Full 74.26
Critical Slope . 0.007516 flIlt
Velocity . 3.20 flIs
Velocity Head 0.16 ft 0
Specific Energy 0.53 It
Froude Number 0.94
Maximum Discharge 0.60 cfs
Fulmow Capacity . 0.55 cfs
Full Flow Slope 0.005686 fUft
Flow is subcritical.
03/16/09
10:46:54 AM
.
PRE.SUBMIlTAL REC'D
MAR 1 7 2009
Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
FlowMaster vS.13
Page 1 of 1.
.
Pipe 2
Worksheet for Circular Channel
Project Description
Project File
Worksheet
Flow Element
Method
Solve For.
f:lprojectslhaestadlfiowmaster filesl3820stm1.fm2
Pipe 2
Circular Channel
Manning's Formula
Channel Depth
I nput Data
Mannings Coefficient
Channel Slope
Diameter
Discharge
0.011
0.005000 ftIft
10.00 in
.1.00 cfs
Results'
Depth
Flow Area
Welted Perimeter
Top Width
Critical Depth
Percent Full
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Maximu.m Discharge
Full Flow Capacity
Full Flow Slope
Flow is supercritical.
03/16/09
10:51:39 AM
0.44 ft
0.29 ft'
1.35 ft
0.83 ft
0.44 ft
52.70
0.004815ft1ft
3.43 it/s
0.18 ft
0.62 ft
1.02
1.97 cfs
1.83 cfs
0.001492 ftIft
.
r
Haestad.Meth6ds, Inc. 3TBrooksideRoad Waterbury, CT 06708 (203),755~1_666
PRE-SUBMITTAL REC'D
MAR 1 7 2009
FlowMaster v5.13
Page 1 of 1
.
Pipe 3 .
Worksheet lor Circular Channel
,
Project Description
Project File
Worksheet
Flow Element
Method
Solve For
I:\projects\haestad\fiowmaster files\3820stm 1. 1m2
Pipe 3
Circular Channel
Manning's Formula
Channel Depth
I nput Data
Mannings Coefficient
Channel Slope
Diameter
Discharge.
0.011
0.0100001t/ft
8,00 in
O. n cfs
Results.
Depth
Flow Area
Wetted Perimeter.
Top Width
Critical Depth
Percent Fuil
Critical Slope
Velocity .
Velocity Head
Specific Energy
Froude Number
. Maximum Discharge
Full Flow Capacity
Full Flow Slope
. Flow is supercriticaL
03/16/09
11 :46:32 AM
0.33 ft
0.18 ft2
1.05 ft
0.67 ft
OAO ft
50.25
0.005603 flIft
4.10 flIs
0.26 ft
0.60 ft
1A1
1.54 cIs
1A3 cIs
0.0025421t/ft
.
PRE-SUBMIllAl REC'D
MAR 1 7 2009
Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
FlowMaster v5.13
Page 1 of 1
.
.
DOWNSTREAM PUBLIC SYSTEM
CAPACITY CHECK
Santa Barbara Urban
Hydrograph Method
Spreadsheets & Supporting Documentation
.J.
e
--; PRE-SUBMITTAL REC'D
MAR 1 7 2009
. . .
24-cHouiSCS Type lADesign Storm-100 Year Incremental CUlllUlative
Rainfall mere. Rainfall Accum. . Design Req'd Storg Req'd Stor'g
Time dist!:. Rainfall increment Rainfall flowrate VolIn - perc VolIn - peTe
min distr. inches inches cfs c
440 1.80% 31.24% 0.094 1.624 0.576 0.064 1.403 0.092 0.085 0.89 0.30 178.72 2499
450 1.80% 33.04% 0.094 1.718 0.642 0.066 1.495 0.092 0.085 0.90 0.30 179.95 2679
460 3.40% 36.44% 0.177 1.895 .0.770 0.128 1.670 0.175 0.163 1.71 0.57 342.85 3021
470 5.40% 41.84% 0.281 2.176 0.984 0.214 1.949 0.278 0.261 2.76 0.92 551.07 3572
480 2.70% 44.54% 0.140 2.316 1.095 0.111 2.088 0.139 0.132 1.39 0.46 278.02 3850
490 1.80% 46.34% 0.094 . 2.410 .1.170 0.075 2.i81 0.093 0.088 0.93 0.31 186.13 4037
500 1.34% 47.68% 0.070 2.479 1.227 0.057 2.250 0.069 0.066 0.69 0.23 138.94 4176
510 1.34% 49.02% 0.070 2.549 1.284 0.057 2.319 0.069 0066 0.70 '0.23 '139.24 4315
1.34% , 4454
520 50.36% 0.070 2.619 1.341 0.057 2.389 0.069 0.066 0.70 0.23 139.52
530 0.88% 51.24% . 0.046 2.664 1.379 0.038 2.434 0.046 0.044 0.46 0.15 91.77 4546
540 0.88% 52.12% 0.046 2.710 1.417 0.038 2.480 0.046 0.044 0.46 0.15 91.88 4638
550 0.88% 53.00% 0.046 2.756 1.456 0.038 . 2.525 0.046 0.044 0.46 0.15 91.99 4730
560 0.88% 53.88% 0,046 2.802 1.494 0.038 2.571 0.046 0.044 0.46 0.15 92.09 4822
570 0.88% 54.76% 0.046 2.848 1.533 0.039 2.616 0.046 0.044 0.46 0.15 92.19 4914
580 0.88% 55.64% 0.046 2.893 1.571 0.039 2.662 0.046 0.044 0.46 0.15 92.29 5007
590 0.88% 56.52% 0.046 2.939 1.610 0.039 2.708 0.046 0.044 0.46 0.15 92.38 5099
600 0.88% 57.40% 0.046 2.985 1.649 0.039 2.753 0.046 '0.044 .0.46 0.15 92.47 5191
610 0.88% 58.28% 0.046 3.031 1.689 0.039 2.799 0.046 0.044 0.46 0.15 92.56 5284
620 0.88% 59.16% 0.046 3.076 1.728 0.039 2.844 0.046 0.044 0.46 0.15 92.64 5377
630 0.88%" 60.04% 0,046 3.122 1.768 0.040 2.890 0.046 0.044 0.46 0.15 92.72 5469
640 0.88% 60.92% 0.046 3.168 1.807 0.040 2.935 0.046 0.044 0.46 0.15 92.80 5562
650 0.72% 61.64% 0.037 3.205 1.840 0.033 2.973 0.037 0.036 0.38 0.13 75.98 5638
660 0.72% 62.36% 0.037 3.243 1.872 0.033 3.010 0.037 0.036 0.38 0.13 76.03 5714
670 0.72% 63.08% 0.037 3.280 1.905 0.033 3.047 0.037 0.036 0.38 0.13 76.08 5790
680 0.72% 63.80% 0.037 3.318 1.938 0.033 3.085 0.037 0.036 0.38 0.13 76.13 5866
690 0.72% 64.52% 0.037 3.355 1.971 0.033 3.122 0.037 0.036 0.38 0.13 76.18 5942
700 0.72% 65.24% 0.037 3.392 2.003 0.033 3.159 0.037 0.036 0.38 0.13 76.22 6019
710 '0.72% 65.96% 0.037 3.430 2.036 0.033 3.197 0.D37 0.036 0.38 0.13 76.27 6095
720 0.72% 66.68% 0.037 3.467 2.069 0.033 3.234 0.037 0.036 0.38 0.13 76.31 6171
730 0.72% 67.40% 0.037 3.505 '2.103 0.033 3.271 0.037 0.036 0.38 0.13 76.35 6248
740 0.72% 68.12% 0.037 3.542 2.136 0.033 3.309 0.037 0.036 0.38 0.13 76.39 6324
750 0.72% 68.84% 0.037 3.580 2.169. 0.033 3.346 0.037 0.036 0.38 0.13 76.43 6400
760 0.72% 69.56% 0.037 3.617 .2.202 0.033 3.383 0.037 0.036 0.38 0.13 76.47 6477
770 0.57% 70.13% 0.030 3.647 2.229 0.026 3.413 0.030 0.029 0.30 0.10 60.57 6537
780 0.57% 70.70% 0.030 3.676 2.255 0.026 3.442 0.030 0.029 0.30 0.10 60.59 6598
790 0.57% 71.27% 0.030 3.706 2.282 0.026 3.472 0.030 0.029 0.30 0.16 60.61 6659
800 0.57% 71.84% 0.030 3.736 2.308 0.027 3.501 0.030 0.029 0.30 0.10 60.63 6719
810 0.57% 72.41% 0.030 3.765 2.335 0.027 3.53\ 0.030 0.029 0.30 0.10 60.66 6780
820 0.57% 72.98% 0.030 3.795 2.361 0.027 3.561 0.036 0.029 0.30 0.10 60.68 6841
830 OS7% 73.55% 0.030 3.825 2.388 0.027 3.590 0.030 0.029 6.30 0.10 60.70 6901
840 0.57% 74.12% 0.030 3.854 2.415 0.027 3.620 0.030 0.029 0.30 . 0.10 60.72 6962
850 0.57% 74.69% 0.030 3.884 2.441 0.027 3.649 0.030 .0.029 0.30 0.10 60.74 7023
860 0.57% 75.26% 0.030 3.914 2.468 0.027 3.679 0.030 0.029 -0.30 0.10 60.76 ' 7084
870 0.57% . 75.83% 0.030 3.943 2.495 0.027 3.708 0.030 0.029 '0.30 0.10 60.78 7144
880 0.57% 76.40% 0.030 3.973 2.522 0.027 3.738 0.030 0.029 0.30 0.10 60.80 7205
890 0.50% 76.90% 0.026 3.999 2.545 0.024 3.764 0.026 0.025 0.27 0.09 53.35 7259
"900' ,0:50% 77.4D% - 0.026 4.025 . . 2.569 . 0.024 3.790. 0.026 0:025 . 0:27 0.09 53.36 7312
910. 0.50% 77.90% 0.026 4.051 2.592 0.024. 3.816 0.026 0.025 0.27 0.09 53.38 7365
920 0.50% 78.40% 0.026 4.077 2.616 0.024 3.842 0.026 0:025 0.27 0.09 53.39 7419
930 0.50% 78.90% 0:026 4.103 2.640 0.024 3.868 0.026 0:025 0.27 0.09 53.41 7472
940 0.50% 79.40% 0.026 4.129 2.663 0.024 3.894 0.026 0.025 0.27 0.09 53.42 7525
950 0.50% 79.9D% 0.026 4.155 2.687 0.024 3.920 0.026 0:025 0.27 0.09 53.43 7579
960 0.50% 80.40% 0.026 4.181 2.711 0.024 3.945 0.026 0.025 0.27 pO 09 SUB,53A5 ~L RG~ID
970 0.50% 80.90% 0.026 4.207 2.734 0.024 3.971 0.026 0.025 0.27 Q;m' 153i46
.....
980 0.50%' 81.40% 0.026 4,233 2.758 0.024 3.997 0.026 0.025 0.27 0.09 53.47 . 7739
990 0.50% 81.90% 0.026 4.259 .2.782 0.024 4.023 0.026 0.025 0.27 0.09 MAR53149' . ZOO~7793
,
1000 0.50% 82.40% 0.026 4.285 2.806 0.024 4.049 0.026 0.025 0.27 0.09 53.50 7846
1010 0.40% 82.80% 0.021 4.306 2.825 0.019 4.070 0.021 0.020 0.21 0.07 42.81 7889
1620 0.40% 83.20% '6.021 4.326 2.844 0.019 4.091 0.021 ooio 0.21 0.07 42.82 7932
1030 0.40% 83.60% 0.021 4.347 2.863 0.019 4.1]2 0.021 0.020 0.21 0.07 42.82 7?75
1040 0.40% 84.00% 0.021 4.368 2.882 0.019 4.132 ..,0.021 o.oiO 0.21 0.07 42.83 8018
1050 0.40% 84.40% 0.021 A.389 2.901 0.019 4.153 0.021 0.020 0.21 0.07 42.84 8060
, . . .
24-Hour SCS Type lA Design Storm - 100 Year Incremental Cumulative
Rainfall mere. Raillfall Accum. Design Req'd Storg Req'd Stor'g
Time distr. Rainfall Increment Rainfall flowrate Vol In - pere Vol in - pere
mm distr. inches inches cfs c cf)
1060 0.40% 84.80% 0.021 4.410 2.920 0.019 4.174 0.021 0.020 0.21 0.07 42.85 8103
1070 0.40% 85.20% 0.021 4.430 2.939 0.019 4.195 0.021 0.020 0.2] 0.07 42.85 8146
1080 0.40% 85.60% 0.021 4.451 2.958 0.019 4.215 Om1 0.020 0.21 0.07 42.86 8189
1090 0.40% 86.00% 0.021 4.472 2.977 0.019. 4.236 0.021 0.020 0.21 0.07 42.87 8232
1100 0.40% 86.40% 0,021 4.493 2.997 0.019 4.257 0.021 0.020 0.21 0.07 42.88 8275
1110 0.40% 86.80% 0.021 4.514 3.016 0.019. 4.278 0.021 0.020 0.21 0.07 42.88 8318
1120 0.40% 87.20% 0.021 4.534 3.035 0.019 . 4.298 0.021 0.020 0.21 0.07 42.89 8360
1130 0.40% 87.60% 0.021 4.555 3,054 0.019 4.319 0.021 0.020 0.21 0.07 42.90 8403
1140 0.40% 88.00% 0.021 4.576 3.073 0.Oi9 4.340 0.021 0.020 0.21 0.07 42.90 8446
1150 0.40% 88.40% 0.021 4.597 3.093 0.019 4.361 0.021 0.020 0.21 0.07 42.91 8489
1160 OAO% 88.80% 0.021 4.618 3.112 0.019 4.381 0.021 0.020 0.21 0.07 42.92 8532
1170 0.40% 89.20% 0.021 4.638 3.131 0.019 4.402 0.021 0.020 0.21 0.07 42.92 8575
1180 0.40% 89.60% 0.021 4.659 3.150 0.019 4.423 0.021 0.020 0.21 0.07 42.93 8618
1190 0.40% 90.00% 0.021 . 4.680 3.169 0.019 4.444 0.021 0.020 0.21 0.07 .42.94 8661
1200 0.40% 90.40% 0.021 4.701 3.189 0.019 4.464 0.021 0.020 0.21 0.07 42.94 8704
1210 0.40% 90.80% 0.021 4.722 3.208 0.019 4.485 0.021 0.020 0.21 0.07 42.95 8747
1220 0.40% 91.20% 0.02i 4.742 3.227 0.019 4.506 0.021 0.020 0.21 0.07 42.96 8790
1230 _ 0.40% ~ 91.60%. 0.021 4.763 3.247 .0.019 4.527 0.021 0.020 0.21 . 0.07 42:96 8833
1240 0.40% 92.00% 0.021 4.784 3.266 0.019 4.548 0.021 0.020 0.21 0.07 42.97 8876
1250 0.40% 92.40% 0.021 4.805 . 3.285 0.019 4.568 0.021 0.020 0.21 0.07 42.97 8919
1260 0.40% 92.80% 0.021 4.826 3.305 0,019 4.589 0.021 0.020 0.21 0.07 42.98 8962
1270' 0.40% 93.20% 0.021 4.846 3.324 0.019 4.610 . 0.021 0.020 0.21 0.07 42.99 9005
1280 0.40% 93.60% 0.021 4.867 3.343 0.019 4.631 0.021' 0.020 0.21 0.07 42.99 9048
1290 0.40% 94.00% 0.021 4.888 3.363 0.019 4.651 0.021 0.020 0.2] 0.07 43.00 9091
1300 0.40%-' 94.40% 0.021 4.909 3.382 0.019 4.672 0.021 omo 0.22 0.07 43.00 9134
1310 0.40% . 94.80% 0.021 4.930 3.401 0.019 4.693 0.02] 0.020 0.22 0.07 43.01 9177
1320 0.40% 95.20% 0.021 4.950 3.421 0.019 4.714 0.021 0.020 0.22 0.07 43.02 9220
1330 0:40% 95.60% 0.021 4.971 3.440 0.019 4.734 0.021 0.020 0.22 0.07 43.02 9263
1340 0.40% 96.00% 0.021 4.992 3.460 0.019 4.755 0.021 0.020 0.22 0.07 43.03 9306
1350 0.40%. 96.40% 0.021 5.013 3.479 0.019 4.776 0.021 0.020 0.22 0.07 43.03 9349
1360 0.40% 96.80% 0.021 5.034 3.498 . 0.019 4.797 0.021 0.020 0.22. 0.07 43.04 9392
1370 0.40% 97.20% 0.021 5.054 3.518 0.019 4.817 0.021 0.020 0.22 0.07 43.04 . 9435
1380 0.40% 97.60% 0.021' 5.075 3.537 0.019' 4.838 0.021 0.020 .0.22 0.07 43.05 9478
1390 0.40% 98.00% 0.021 5.096 3.557 0.019 4.859 0.021 0.020 0.22 0..07 43.05 9521
1400 0.40% 98.40% 0.021 5.117 3.576 0.019 4.880 omi 0:020 0.22 0.07 43.06 9564
1410 0.40% 98.80%' . 0.021 5.138 3.596 0.019 4.901 . 0.021 0.020 0.22 0.07 43.06 9607
i420 0.40% 99.20% 0.021 5.158 3.615 0.019 4.921 0.021 0.020 0.22 0.07 4H7 9650
1430 'OAO% 99.60% 0.021 5.179 3.635 0.019 4.942 0.021 0.020 0.22 '0.07 43.07 9693
1440 0.40% 100.0% 0.021 5.200 3.654 0.019 4.963 0.021 0.020 0.22 0.07 43.08 9736
PRE.SUBMiTTAL REC'D
MAR 1 7 2009
,
..
.
.
18" public pipe
Worksheet for Circular Channel
Project Description
Project File
Worksheet
Flow Element .
Method
Solve For
1:\projects\haestad\llowmaster files\3820stm1. 1m2
18" public pipe
Circular Channel
Manning's Formula
Channel Depth
Input Data
Mannings Coefficient
Channel Slope
Diameter
Discharge
0.011
0.001200 ft/It
18.00 in
0.07 CIs
. Results
Depth
Flow Area
Wetted Perimeter
Top Width
Critical Depth
Percent Full
Critical Slope
Velocity.
Velocity Head
Specific Energy
Froude Number
Maximum Discharge
Full Flow Capacity
Full Flow Slope
Flow is subcriticaL
0.13 It
O.O~ It'
0.91 It
0.85 It
0.10 It
8.89 ,
0.004642 ft/It
0,91 ft/s
0.01 It
0,15 It.
0.53
4.63 CIs
4.30 cIs
0.317984e-6ft/1t
~
03/16/09
10:45:19 AM
,
PRE.SUBMITIAL REC'D
MAR 1 7 2009
Haestad Methods, Inc. 37 Brookside Road. Water6"ury, CT 06708 (203) 755-1666
FlowMaster v5.13
Page 1 of 1