HomeMy WebLinkAboutMiscellaneous APPLICANT 6/30/2010 (2)
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STORMWATERMANAGEMENT
PLAN AND DRAINAGE STUDY
FOR
A Convenience Store for Jackson Foods, Inc.
3375 Gateway Street
Springfield, OR
May 6, 2010
PreIJ8red For:
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Ronald E. Thienes -
po Box 25
Walterville, Oregon
Inc.
310 5th Street
Springfield, OR 97477
Phone (541) 746-0637
Fax (541) 746-0389
Date Received:
Project No_ 10-063
JUN 3 0 2010
Original Submittal
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STORMW ATER'MANAGEMENT
PLAN AND DRAINAGE STUDY
FOR
A Convenience Store for Jackson Foods, Inc.
3375 Gateway Street
Springfield, OR
May 6,2010
Prepared For:
Ronald E. Thienes
po Box 25
Walterville, Oregon
Prepared Bv:
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
Phone (541) 746-0637
Fax (541) 746-0389
Date Received:
Project No. 10-063
JUN 3 ,0 2010
Original Submittal
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PUBLIC WORKS DEPARTMENT / Engineering Division
Phone:
Fax: (541) 736-1021
STORMW A TER MANAGEMENT SYSTEM SCOPE OF WORK
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..'_ _,'.- _. .o._:'-:.~T~~~a;beJiJ}viliislillejilledoul.byApplica1Zt)~ .. _ ." ..
(please fefur" loM~tlSlduqer @ cig; ofSpi-iriifield Public Woi-ks Engineering; Fox # 736-1021, Phone # 736-10';1'5:)
Project Name: A C"'NVE""I>L",a "'~"-'1:: Applicant: g1i:A~q./. IN >, "'_
AssessorsParcel#: /?-C>j'-Z'l--ZO -r<- '1<>1 Date: 8r16
Land Use(s): Co""Jn.<[~''''L Phone #: ,- t) 77
ProjectSize(Anes):,t1?p/i'.oJ<, /!:;ooo';;- Fax#: "(-08'7
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Project Description Onclude a copy of Assessor's map):
Cc,.~""",,-\Jc....T N~t.-' c.e.,..,Vlc:".Ji(r-JC...( s-n;.,~ A~I:> AODf"'t''''6,JA.L PAil.J:c:.IIIJI: /3~ \lAc-ANT" Lt\C"'-ID
{l.v ..,,"" i:A-<.'<' ""\~ 0<: "",e: $/,lt:.
)
Drainage Proposal (Public connection(s), discharge location(s), etc, Attach additional sheet(s) if necessary:
S>-\"D N&.~ pf'>\<-p.-.>(, Lo"t" 00-> ...." i>"Tt-1. " 0<: "''F s-rn~("'~ "'-~'''' ~A~"'\::,..J.
SHeD tJ~l....I 'pA~1C1~ U-r &-~ LVCS.""C" S4Df' ail" S-roit.\:'" "ToO E"J\..~TI""'C. c..A--ocH. 5'Ast.,.....~..
~i"?LA.:...i: cA Tc.r'r ~''''''$
or" z-c.~AI'\S.it ...../ FI~Tf";l5
Proposed Storm water Best Management Practices:
SE.~ E>..........A<:O:- ~po>"'... Ar:;OIlt;:
,,'
..... " .... ,'. -..-f';->i,iJt~~:'biio;ij)tiii;';[i~~:'fiil~tiJu't~b~..:the' citi, ,and RetClrned to 'the A.fJ';li~dnij '... _:' .
. ": ~ ;-:k~i:q;0jntirrtlM,_7;ilr~~o~flpli.~'~c'i#FtbY, 't}1~.;c;-ify~~q~ t~€Jfi:'oni and'back ofthi~-~h.?ei~~qH.:-~e ~PPitj~d. ~': _ ..;.."':':"
.i:<~to'r~qn:PPi?!fc:_iJr.i9.,j}{(h_e c~1EPJ~!e for5sitbm~:tt~/;_ ;G/th.o~gh-o!her reqz{ir;ewel}ts.'n!aY.he: n~c,f{f~~r/yj,.--: ",.":. .
DraiQa"e Stnd
DSPM Section 4.03.2: ote UH ma' be substituted for Rational Method
I Small Site Study - (use Rational Method for calculations)
o Mid-Level Development Study - (use Unit Hydrograph Method for calculations)
o Full Drainage Development Study - (use Unit Hydrograph Method foo calculations)
Environmental Considerations:
/
ILl Wellhead Zone: 5 Y.u:U
o WetJandJRiparian: I AlA
G:r Soil Type: 1/0
DowRstream Analysis:
/
!21 N/ A
0\ Flow line for starting water surface elevation:
o "Design HGL to use for starting water surface elevation:
o Manhole/Junction to take analysis to:
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/vA
,
[2' Hillside Development:
o Floodway/FloodpJain:
o Other Jurisdictions:
Return to Matt Stouder ,Ci
leld, email: mstouder
Revised 11/19/09
JUN 30 2010
9 of 10
Original Submittal
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STORMW ATER MANAGEMENT PLAN
A CONVENIENCE STORE FOR JACKSON FOODS, INC.
PROJECT DESCRIPTION
Introduction
This evaluation was prepared to summarize the drainage system proposed for the Jackson Foods,
Inc. Convenience Store project. This storm drainage evaluation will determine the type and size
of water quality treatment devices that are acceptable to the City of Springfield. The project is
located at 3375 Gateway Street in Springfield, Oregon which is situated in the northwest quarter
of Section 22, Township 17 South, Range 3 West ofthe Willamette meridian.
Existing Conditions
The existing impervious area for the site consists of a service station/parking lot, and the
pervious area for the site consists of a grassy field and landscaping. Runoff from the impervious
area flows to the north to the municipal drainage system along Kruse Way (See Appendix A for
Site Plan and Existing Drainage Basin Map).
According to the Soils Survev of Lane County, Oregon, by the Natural Resource Conservation
Service, the soil at the site is Malabon-Urban Land Complex (76) and is hydrologic soil group
C/D. An infiltration test was conducted at the site on 4/30/2010 by Branch Engineering. The
test consisted of three falling head tests, the measured average infiltration rate was ] 3
inches/hour (See Appendix B for Infiltration Test Report).
Proposed Development
The proposed development is to demolish the existing convenience store building and restrooms,
and to construct a new Jackson Foods convenience store. The development will also add
additional parking on the north side of the property. Proposed water quality treatment and
stormwater destination for the new impervious area, drainage basin "A", is a rain garden.
Dimensions for the proposed rain garden are approximately 75 feet in length, 16 feet wide, 3:1
side slopes, and 1.75 feet deep. Basin "A" is 12,390 square feet, which consists of landscaped
areas to the east and south of the new building; however, this analysis will treat the entire
development area as impervious surface.
City of Springfield regulations state the 25-year storm event (4.8 in/24hr) must be used for
destination requirements. Runoff from the basin "A" during the 25-year design storm was
calculated to be 0.32 cfs.
A safety factor of 2 was applied to the design infiltration rate by reducing the measured
infiltration rate of 13 to 6.5 inches/hour. During the 25-year storm event, t.he depth of water in
the infiltration basin is 1.05 feet. Appendix D contains storm runoff and infiltration basin
calculations. The proposed runoff will receive water quality treatment by percolating through
the rain garden topsoil layer. Percolation process will remove-pollutants throu\lh a<l~n,
filtration, sedimentation and biodegradation. Date RecelveCf~ (
i@) Branch Engineering, Ine.
J' '-,1 ~ 0 ~MJ
,'o,..i~'iJ '" ,.' ~'J( PAGE 1 OF 1
Original SubmiUCi:
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APPENDIX
A
EXISTING CONDITIONS MAP
AND WEB SOIL SURVEY
Date Received:
JUN 3 0 2010
Original Submittal
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(541) 74t1-(l(l37 Sllmt, Orqoo rr:SOl
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ctri.I.Struetum'TraIlIporlatiol1.Geotechnieal'~
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CATEWAY
STREET
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4404' 51"
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Soil Map-Lane County Area, Oregon
(A Convenience Store)
496650
496680
496710
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~ A
MapScale: 1 :1,500 if printed on A size (8.5"x 1''') sI1eel
Meters
o 10 ~ ~ 00
o
50
100
200
USDA Natural Resources
~ Conservation Service
4405' 1"
44-4'51"
496740
496770
496800
496830
496860
Date Received:
;;
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Feet
300
JUN 3 0 2010
Original Submittal
Web Soil Survey
National Cooperative Soil Survey
5/6/2010
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Soil Map-Lane County Area, Oregon
(A Convenience Store)
MAP LEGEND
Area of interest (AOl)
Area of Interest (AOI)
Soils
Soil Map Units
Special Point Features
~J Blowout
181 Borrow Pit
'*' Clay Spot
. Closed Depression
X Gravel Pit
.. Gravelly Spot
@ Landfill
A Lava Flow
""- Marsh or swamp
'" Mine or Quarry
@ Miscellaneous Water
@ Perennial Water
v Rock Outcrop
+ Saline Spot
Sandy Spot
- Severely Eroded Spot
C I) Sinkhole
Q)
or l' Slide or Slip
:::0 ,. Sadie Spot
CD Spoil Area
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-1 Stony Spot
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USDA
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Natural Resources
Conservation Service
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Very Stony Spot
Wet Spot
.. Other
Special Line Features
'-'...... Gully
. ; . Short Steep Slope
'^ '" Other
Political Features
o Cities
Water Features
Oceans
Streams and Canals
Transportation
+++ Rails
"""" Interstate Highways
/... ,. US Routes
Major Roads
~ Local Roads
Web Soil Survey
National Cooperative Soil Survey
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MAP INFORMATION
Map Scale: 1 :1.500 il printed on A size (8.5.. x 11..) sheet.
The soil surveys that comprise your AOI were mapped at 1 :20,000.
Please rely on the bar scale on each map sheet for accurate map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov
Coordinate System: UTM Zone 10N NAD83
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Soil Survey Area:
Survey Area Data:
Lane County Area, Oregon
Version 8, Feb 9, 2010
Date(s) aerial images were photographed: 7/18/2005
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
5/6/2010
Page 2 013
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Soil Map-Lane County Area, Oregon
A Convenience Store
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Map Unit Legend
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" . Lane County Area, Oregon (OR637)
i..- ,.'Map Unit Symbol Map Unit Name I Acres in AOI T Percent,ofAOI
176 Malabon~Urban land complex i OAf 100.0%
,
Totals for Area of Interest I OAT 100.0% i
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Date Received:
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JUN 3 0 2010
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Original submittal
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USDA
""'-=
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/6/2010
Page 3 of 3
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Water Features-Lane County Area, Oregon
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A Convenience Store
Report-Water Features
Hydrologic
, group
'Month'
Water Feature~ Lane County ~rea, O!,~go.~'
Map unit symbol and soil
name
Surface
runoff' _
76-Malabon~Urban land
complex
Malabon
Urban land
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Jan~Dec
Jan-Dec
Water table
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Lower iimii .
Surface:
depth
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None
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None :--
, Dur~tj6n
:'-.' :." .,,::'~I~oding . .
Frequency
Data Source Information
Soil Survey Area:
Survey Area Data:
Lane County Area, Oregon
Version 8, Feb 9, 2010
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Natural Resources
Conservation Service
Upper limit
Ft
Ft
Web Soil Survey
National Cooperative Soil Survey
5/6/2010
Page 3 013
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Physical Soil Properties-Lane County Area, Oregon
A Convenience Store
Report-Physical Soil Properties
Physical Soil Properties- Lane County Area,Oregon " . ~,
.,
'. Erosio~
Map symbol Depth Sand Silt Clay Moist Saturated Available Linea'r Organic Wind Wind
and soil name bulk hydraulic water extensibilitY matter factorS erodibility erodibility
density conductivity capacity group index
Kw' Kf T . .
'.. ".,.. '.
In Pet Pet Pet glee micro mlsec Inlln Pet Pet
f-..-~----~_. -~-_..- -.- -~ ---- ---- -----.--- .- ------- ---------..--
76-Malabon-
Urban land
complex
------.---- --.-- --- ---- -,._-- .-------. ----~----- -. r- --.- -..- _________n__ ---- .___ U _______._n
Malabon 0-12 -20- -49- 27-31- 35 1.20-1.40 4.00-14.00 0.18-0.20 3.0-5.9 4.0-6.0 .24 .24 5 7 38
1-_____ ----- -- ~---l~-n ------ --~------ -----,.--.--- ---------- -.--.-------- --- -- -- ~-- -----.-..--. -.. ---.--,
12-42 35-41-45 1.20-1.40 1.40-4.00 0.18-0.20 3.0-5.9 0.5-4.0 .28 .28 .
----~--- -. ._~--~~_. I------~ -- -- - -----.----~-- --. n__.. --....
42-60 -35- -38- 20-28- 35 1.20-1.40 4.00-14.00 0.18-0.20 3.0-5.9 0.0-0.5 .32 ,32
Urban land' -:;. . . ~ jr'-~\ .'. . .... : '. . ",;2' I>: 5,:' .
- - " 1+':::,:.":. "'" 8 : 0
'.".n" .,,~_....,_.._..."n_'.____:.______.:._._...:: ~.._..__.:.......:"..::"~~__~ --""'''---<---- -..-"".-..-""."..- _._~.- ..-"_.,,..~-"_.- ------.--. .__..,,'_.-_.,._--_...~- "'...~.--_..
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Data Source Information
Soil Survey Area:
Survey Area Data:
Lane County Area, Oregon
Version 8, Feb 9,2010
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Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/6/2010
Page 4 of 4
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Engineering Properties-Lane County Area, Oregon
A Convenience Store
Report-Engineering Properties
Absence of an entry indicates that the data were not estimated, The asterisk ,., denotes the representative texture; other
possible textures follow the dash,
En,gin'~eri n9, Properties~ . -.' ,. : ,,:;,." "';~;>;'; '.'
", Lane'~o~n~ A;'~~I'.O!e~~~'
~ '",;~' '.- ,., /...... ."
Map unit symbol and soil Depih USDA texture Classification Frag_~Emts '". .; . ': :'; _,' " ., _ ,~~;;',_,;. - ",:;', . " ..;1'., , . Liquid
~erce~!a~e ~~,~~rn~ sl~ve l,1~mber-- Plasticity
name limit inde'x
Unified AASHTO >10 3-10 4' 10 . 40 .' 200
Inches inches ....
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In Pet Pet Pet
---- ------~.- -_-0'.__._-.
76-Malabon-Urban land
complex
_._-_.~----_._------_._- ---- ------------ --.-.-----. .n._n____ --'---""'-,. ------- r-- -..- -- ~----_._. __u.___...._____
Malabon 0.12 'Silty clay loam ML A-6 0 0 95-100 90-100 60-100 75-95 35-40 10-15
--.-.----.------..------ ----------- -----~-~~-_. ----- -_.~_._--- -------- ~--- .... ------ -- -- --.---- --------- ...u__..__ .___'n_ --'-
12-42 'Silty clay, Silty clay loam CL A-7 0 0 95-100 90-100 65-100 80-95 45-50 20-25
---'.'----_.----- -- ---------- -- ------ ___ ______________'__n__ ___ __n___ ____on _________n___ -- -- ---- ---'- - ---. .----._' --------.- ..---.---..-- ---------- -------- '. -
42-60 'Clay loam, Loam ML A-4, A-6 0 0 95-100 65-100 70-100 60-80 30-40 5-15
_=..,..1:. "- ..-.---
Urban land - - - - - - '- - - - -
"_'_~"__~_U_"'_"_" '.'.-"-"--"-- ......-- ."--"'-'.'-'''-. ....-....--.......-.-...".....,..,.--....-..-.....-..-'" ___.n___ --......,. .......-.. ".-.,' ----.. .-_n........_.......
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Data Source Information
Soil Survey Area:
Survey Area Data:
Lane County Area, Oregon
Version 8, Feb 9, 2010
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Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/6/2010
Page 3 of 3
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APPENDIX
B
INFILTRATION TESTING REPORT
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lDate Received:
JUN 3 ,0 2010
Original Submittal
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Branch Engineering,
Inc.
Corporate Headquarters
(541) 746-0637
310 5th Street
Springfield, OR 97477
Salem Engineering Office
(503) 779-2577
147 Commercial Street NE, Suite 10
Salem, OR 97301
Principals
M. Lane Branch, PE
Damien Gilbert, PE
Renee D. Clough, PE, PLS
Rene" Fabricant, PE, SE
Ronald J. Derrick, PE, GE
www.BranchEngineering.com
May 4, 2010
Ronald E. Thienes
PO Box 25
Walterville, Oregon 97489
RE: INFILTRATION TEST RESULTS
3375 GATEWAY STREET
WALTERVILLE, OREGON
BRANCH ENGINEERING PROJECT No.10 063
Introduction
Branch Engineering, Inc (BEl) has performed on-site testing for the purpose of assessing the
rate of storm water infiltration of the near surface soil. The testing location was in the southeast
section of the property at 3375 Gateway Street in Springfiled, Oregon. There was no indication
of ponding or excessively wet surface conditions in the vacant lot.
Site Exploration
The scope of the field work consisted of advancing one (3) exploratory hand-auger boring on
April 29, 2010 to a depth of 30 to 36-inches below surface grade, and presaturating the boring
with one to two gallons of water. A plastic standpipe was inserted in the boring and the
infiltration test was conducted on April 30, 2010; boring HA-2 was subsequently deepened an
additional 2-feet. Infiltration testing was conducted in accordance with the 2008 City of Eugene
Stormwater Management Manual for the falling head test method described in Section 2.4.2.
The soil stratigraphy in the test boring was visually classified in accordance with the American
Society of Testing and Materials (ASTM) Method 0-2488 and the upper 18 to 24-inches is
described as a dark brown, soft silty clay 9ravelly fill/topsoil. The fill material has a low
permeability but is underlain by native brown, silty clay/clayey silt to the maximum depth
explored.
Site Information Resources
The following site investigation activities were performed and literature resources were reviewed
for pertinent site information:
.
Review of the United States Department of the Interior Geological Survey (USGS) on-
line Quadrangle Map, 7/1/1973.
.
Review of the United States Department of the Interior Geologic~Ia'ERe~e~n-
line aerial photograph, 7/24/2000.
JUN 3 .0 2010
CIVIL
STRUCTURES
TRANSPORTATION
o~al Submittal
GEOTEC ICAL SURVEYING
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3375 Gateway Street
Springfield, Oregon
. Three expioratory hand-auger boring were advanced in the northeast portion of the site.
. Review of the Lane County area Web Soil Survey, United States Department of
Agricultural (USDA) Natural Resources Conservation Service (NRCS).
. Review of the USGS Geologic Map of Oregon, USGS 1991
. Review of Oregon Department of Water Resources Well Logs, see Appendix A.
Subsurface Soils and GeoloQV
The near surface soils within the project area consist of Pleistocene age unconsolidated to
semi-consolidated fluvial sedimentary terrace deposits of clay, silt, sands and gravels. The
NRCS Web Soil Survey maps the site within Malabon-Urban land complex, which is described
as a well drained, silty and clayey alluvial terrace deposit.
Nearby well logs from indicate silts, sand, gravel, and cobbles to a depth of 40 feet below
ground surface. Observations after and during heavy rain event indicate that the site is well
drained.
Groundwater
Ground water was not encountered in the site boring at the maximum exploration depth of 6-feet
below ground surface. Well logs indicate a high water level of 8 feet below ground surface in
November of 2005 and a low of 17 feet in August 2009. The ground water level at the site is
expected to be influenced by the McKenzie River level approximately %-mile to the east.
Infiltration TestinQ
Based on our field-testing, the rate of fall in the water test column is .22 inches/minute (13
inches/hour). The rate of infiltration is expected to increase with depth as sand and gravel is
expected to be present about 10-feet below ground surface. The analysis and infiltration test
results are presented below.
The rate of infiltration for a soil of given permeability is primarily dependent upon two factors, the
area over which infiltration occurs and the pressure head. Using the following vadose zone
equations, an estimated vertical hydraulic conductivity and rate of infiltration is presented in
Table 1. A factor of safety has not been applied to the calculated hydraulic conductivities.
Vi= Ki
where:
Vi is the rate of fall in the water height
K is the hydraulic conductivity
i = H", + LJ - hg
L,
i is the head loss
L, is the depth of the wetting front
Hw is median water height
Branch Engineering, Inc. Date Received:
Page 2 of 4
JUN 30 2010
Original Submittal
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3375 Gateway Street
Springfield, Oregon
L, = --Y.",,--
A X f
Vwt is the total volume of water infiltrated
f is the fillable porosity (assumed to be 35%)
her is the critical pressure head of soil for sidewall
wetting (assumed to be 0 inches)
q = KiA
q is the average rate of water infiltration
(volume/time)
A is the infiltration area
(Bouwer, 1978)
The soil material is assumed to be laterally homogeneous and sidewall infiltration is negligible
as a 48-inch tall plastic standpipe was used for containment of the water infiltrated.
Summary of Field Infiltration Test Results
The final field test result is summarized below.
Table 1:
INFILTRATION TEST RESULTS
Test Test Depth Drop in Calculated Rate of
Location (inches BGS) Water Height Vertical Hydraulic Infiltration
(in/min) Conductivity (ft/hr) (gal/hr/sf)
HA-1 36 0.01 0.01 0.2
HA-2 36 083 372 29.8
HA-3 30 0.22 0.83 82
Conclusion
Based on our field testing, BEl concludes that infiltration of on-site generated storm water is
feasible. An infiltration facility shall not be founded in the fill on-site; we recommend that
infiltration occur in the native soil strata located at a depth of approximately 24 to 3D-inches
below surface grade.
Limitations
The conclusions and recommendations described in this report are subject to the conditions
described in this report and are intended for the exclusive use of the addressee and their
representatives for use in design and construction of the development described herein. The
analysis and recommendations may not be suitable for other purposes. Services performed by
the geotechnical engineer for this project have been conducted with the level of care and skill
exercised by other current geotechnical professionals in this area under similar budget and time
Branch Engineering, Inc. D t R . d'
Page 3 of 4 a e ecelve,
JUN 30 2010
"rinin~1 ~Ithmittr.ll
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3375 Gateway Street
Springfield, Oregon
constraints. No warranty is herein expressed or implied. The conclusions in this report are
based on the site conditions as they currently exist and it is assumed that the limited site
locations that were physically investigated generally represent the subsurface conditions at the
site. This report is not intended to address any environmental impacts that may be associated
with the on-site disposal of storm water.
Sincerely,
Branch Engineering, Inc.
~~
Michael Lane Branch, PE
Principal Engineer
Date Received:
JUN 3 0 2010
Original Submittal
Branch Engineering, Inc.
Page 4 of4
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LEGEND
1- 1 INDICATES APPROXIMA TE LOCA nON OF INFIL TRA nON TEST
~;c~,<,..:,T7:.
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INFilTRATION TEST lOCATION MAP
A CONVENIENCE STORE FOR JACKSON FOODS
3375 GATEWAY STREET, SPRINGFIELD, OR
DATE: MAY 4, 2010 @Branch Engineering, Inc,
SCALE: 1:40 PROJ. NO. 10-063 IIeodqIwtm SaJem om..
310 FifthSt.reel 147 Commercial SL HE, Suite 10
DRAWN RW CHK'D MLB Springfield,OreloD97477 Salem. Oregon 97301
(541) 746.0637 (503) 770.2577
-:- WW'W".BranchEngineering_com
PAGE OF Civil. Structures. Transportation. Geolechinical . Surveying
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Date Received:
JUN 3.0 2010
Original Submittal
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51 5;;2L/
"
STATE OF OREGON
GEOTECHNICAL HOLE REPORT
(a~ required by OAR 69()..240-035)
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Address
Cil
(2) j:YPE WORK
5New DDeepening o Alteration (repair/recondition)~andonment
- (3) CONSTRUCTION:
o Rotary Air DH.andAuger
o Rotary Mud 0 Cable Tool
(4) TYPE OF HOLE:
orGcased Temporary
o Uncased Permanent
(5) USEOFHOLE:
z;
"7 ()
I
!JaHollow Stem Auger
o Push Probe
OOther
r
o Cased Permanent
o Slope Stability
o Other
ckiu+UNviuSl-
I
(6) BORE HOLE CONSTRUCTION:
Special Construction approval 0 Yes 0 No Depth of Completed Hole _fl.
~.
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HOLE
SEAL
Diameter From To
Material
From To
Sacks or pounds
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Backfill placed from ~ ft to_ft. Material
Filter Pack placed from _ ft to_ft. Size of pack
(7) CASING/SCREEN:
~~~~.:i
(9) LOCt\TION OF HOLE by legal description:
County ?i..a.J'\O J Latitude Longitude
Township' I, N o@.Bnge ~ E or@wM.
Section 2.'2- NE 1/4 l\l LJ 1/4
Tax Lor ?:E;t;D Lot Block Subdivision
Street Address of Well (or nearest address)
mUBt be attached
'(10) STATIC WATERLEVEL:- -
--l. 0 f1. below land ~urface.
Artesian pressllre lb. per square inch.
(11) SUBSURFACE LOG:
Date~
Date
Ground Elevation
SWL
.10'
35'
Date Started
Date Completed
%
(12) ABANDONMENT LOG:
I
~
To GouJ:;e Steel PlasUc Welded Threaded
...-
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
I accept responsibility for the construction, alteration, or abandonment work
performed on during the construction dales reported above. All work performed
during this time is in compliance with Oregon geotechnical hole construction
standards. Thi!> report is true to the best of my knowledge and belief.
fUr----oate R~. ived:- License or Reg;slration Number (-'YD /"3.
, ~ 2tll&d ~-~ ~. c:u;.,~ A.yJ Da{?f/W!qb
I OriginalSubmitt IAffiliat;on I:li5~ Du.l1!i1'J I ~C, ~
"-'1 OD )THIS UST BE SUBMITTED TO THE WATER RESOURCES DEPARTMENT WITHIN 30 DAYS OF COMPLETION OF WORK
~-s> ./ ~ ~^
I &"'/(~~ZIN~RsMpY-WATER RESOURCES DEPARTMENT SECOND COPY-CONSTRUCTOR THIRD COPY-CUSTOMER
, O.o~C'<:-n
Diameter
From
Casing.
Screen:
L Slot size
· ) (8) WELL TEST:
o Pump 0 Ba;ler 0 Air
Permeability Yield
Conductivity PH
Thmperature of waler '-P1 } tA- oP/C Depth artesian flow found _ ft.
Was water analysis done? [] Yes D No
By whom?
Depth of strata analyzed. From
Remarks:
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o Flowing Artesian
GPM
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Date started
Date Completed
Professional Certification
(to be signed by a licensed water supply or monitoring weH constructor, or registered
geologist or civil engineer).
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Date Received:
JUN 30 2010
Original submittal
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c STATE OF OREGON MllrIl 4 2001
GEOTECHNICAL HOI,E RIll'fJRT'-
f_ f't'r.juiml by OAR ff.jo:).J.4.I}..o.3S}
WATER RESOURCES DEPT.
(1) OWNERiI'ROJECn HnkNum"" B~3___
NaJ"r~. \ ('~'U:)'%~r--~\..~.... T.........
Addrc$~
lli. L Zi
IZ) TYPE OF WO
~w 0 De~p(:l'''n~ 0 Allmiti{1fl (lqlaJr!r~unditjLln) AlMndlll'lm::nr
3) CONSTRlICTlON:
~ JloUlr}' Air 0 HIlf'od Auger r'XIHoUow 5t~m Augct
ORLlUlryMuJ DCIIhlI:T\KlI OPullhPwhe DOllier
(4) TVPEOFHOLE:
~iTCoca:llcd Tcmpufuy 0 Clllic:J ~crmAfIl:nt
o L"OCIl:l~" Permtln~ot ... "t:i 'Si;)';'StElbib~:' 'tJOt~r
(~) USE OF HOLE:
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Dlamc:kr
"rom .,:.. V.IlIt'Skd PI..~C' Witlded Th~lIduJ
11 !l [l n
n ~ f' n
n ~ ~ fl
I I 1 ~ ~
r1 I Ii ~
~J 11 n .::-1
--------~
Cal>lng-
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n P'um~ [] H;lil ~r
t'(:rDil<:;t;t!illl}'
C\lt;Ju-.:liVll)'
TempcrUlun:: of wafer :;3
Wlll>. w;u'r.ril.ll;aJ}'~i~ Julie? jKJ~'
.B)' wnoofl
(~of ,;trsU .malyzc.l. From
RCIDMb:
([,tt>
. AU-
V,r::M
""
"""/e Ixpth J.ll1C.;IUIIl (luw l"uund __ fl.
U !<"
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GPM
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(9) LOCATION OF HOLE by IeS" deocrip~o.:
CnufllY l.o.O(,.-_ Lu.it~r:_ __ _ .. __Loogitude__
Tnwn~hip___l_L_ ___N .(!)unge B. F. o&WM.
Sc:cti(ln?? A.J.cJ.:. Jf4 ~ _ _ 1{4
Thx Lot ~,Q:) 1..01 Bltx;k. SubdiVl!.i~
StreeL^tId:rtA~ orWell {at new'eliil~!OlI)
-~ 6io-t...,.... ""t ~r
MOl> willllocatloo idanlR''''' ""'01 bo .tbochad
11~) sn:nc WATER LEVEL,
, () fL below lznt.l SIlIf.l!l:t:.
AJ1c:'ii:m pn:.~;l<OUK ~_._ __. lb. per ~quotr\: inch.
(II) SUBSURFACE LOG:
,_ E {1S"be
,_
j - - ---
- ------
WA~ FlESQUtl~IJI;I.>! . _
_~M, OREGON -L-____ ___
njil,e~tarh:(1 rY-A~--LJI 1)"leC(>Inplelt:tl_~ v6"'- ()L-
~-
--itECEIVEO-
MAY 1 n .zOOI
Professional Certification
110 b.: ~it::nw hy 1I hccn!\(:\j wat..:r ;<"uPflI~. tlr llIunil...hlg ",d~ ~UIl~IJ'UL.lur. '" On.(::lltl
rc~~~I~n:t1 ~J,,~lhgl~1 dr ...:hil ..m~in(!llr).
I ~c~pt I'C"spun:!>ibilily fnr !hc cilO:l:tJ1Jl.ii\lf"l, ..dh:rilll;(lO. or ~ullt.lJC:nl wmk
perform!::'" during the uJn!!trut..1iull dlJlr::l> rq:lUrtal !'lkl\l't:. All wtJrk p'rfornlC:'lJ
dwing Ihi~ lime ix in ,-nmphllPCc wun Oregon" ge()tc..;btIkAl hulc L;un!o:tloctlDl)
It-taru.lIllW:. This n..'JiOt1 iJ>. true II) tne ~A>[ ufmy !o'k,....I.cd.'C and btlit:f_
fl.
Sip',d iJ)u;J)
icenlWt: ur RCllil>t;,lilil.lJl Npmbcr f (h);l r _.
Dok 3halo?(_
AlfiliMu\n.
THIS REPORT MUST BE au IlMITTED TO THE WATER RESOURCES DEP4RTMENT WITHIN 30 DAYS Of' CQMPl.ETION OF WORI<
ORIU!NAJ. - W,xn".k Kh:-.:OUk'"ES IJcP....RTMENT ....IRS.T<.:OI)Y CONSTRllCl'OI<
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SH'ONl>COt>Y -l'lJ~nl)MER:
Date Received:
JUN 3. P 2010
Origin~! Submittal
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MAY \ 0 ZQ(JI
WATER RESOUI'!C~ U~., r
SALEM. OREGON I
/
.
cWW lJ I -S
~ N
Date Received:
JUN 3 ,0 2010
Original Submittal .
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STATE OF OREGO~AR 11 ZOOl
GEOTECHNICAL HOLE REPORT
(p "'1"""" 0.. fI\\~AESOURCES DEPT.
M OAEBON
t()\'j0
5(1)'~:A':?
(1) UWNFJlJPROJECT: H." N,mbe, ~-1
N.~ Gm. d.Ir. ~Y1~..\.lc.s. ~.
N.'idft~\0~0dC"',,",^__fL)"'~~V"'r- D"'l~
City ('JJ\"~~ ~iL.O ~ SlJrk: '"l:.. L _..~~jp' (.IOf...tl
(~) TYPE OF WbRK .
_c D
. ew o Dttpenin! AIlCU1ion(ftpajJ/ra'{mditi.1.Jn)~ Abandonment
) CONSTRUCTION,
o RutllryAir OHlUldAvger
nKc.xDr')' MUll [JCable To.n)
(4) TYPE OF HutE,
!~:==::.
(5) USF. Of HOLE:
t't:>i.\ /r Wo-'-- s...-...~
,QgUOU()W Slem A:ugl:'r
n p.,"" I''''be C Olber
('I) LOCA nON OF HOLE by lega' dt5crip1lo."
Cnunt)' t./:! ......c...... L,uitude I.(mgflUde
Tilwnshl(l ~ ., ~. N ~:r('S)-tan~t 3 I:!. [X@WM.
Section 2.2 ~_1J..t ~. ]/4
Tall 1..1.11. ,,"'...v':) Lot Blt'lll;k _ .._ Sulxli"iwllln
5~.1~L.l.J'd;~tornearf:Staddle~
---~
Mop wnh locolion IdenUlled must be aIlachttd
(111) STATIC WAn';R U;VF.l.:
_.' 'n. ... ft below laild ~uM'oce.
AncllH1P pn:.'\.~urc lb. per Mluarc incll.
{Ill SURSURFACE LOG:
-D.,.~Jt'S'1ni
Dale
o c:i,:ecfrcrmancni' .
o Slope Sl:l'bUit). 0 Dlher
Gmund Elcvalitlll
M~t~rlal De3cripllon
~~~1
~--
(0
(6) BORE HOt!!: CONSTRUCTION:
Special Construt.1.ion appro"'I" nY~~Nn rk:P[h. t,fC,)mpleled Hol~ ~~_
..b
IIOLE
SF-At
i-
Pf~w .F~1It To
~-
M.~"'.I
Sadl.s or pound.
trl"lJPd lh
1
DII['!: St.uned P .~ tl.O: t ___.._ OMr: Cl1mplctcd
II:"
Bll.ddlll pliK:ed rn"lnl
HIla'" P"ud pl~cd I rntn
(t.lo
I"l.lh
(12) ABANDONMENTl.OG:
"
r._
M~teflaJ
Sir.\=nfpoclc
MaJr:nl!.llJcslTI lion
IJrum
S:n:kJl 11r Pmuu,b.
OJ l:ASINGISCREEN:
D!.r.:lcJ'" Prom
1b GII'lIjl:C" Steel Plu.k Wrlditd Thrudcd
[] 0 0 0 --RECEWED--
'0 0 [J u -----J
n [] 0 0 00-1
0 n 0 0
D n 0 0 :n;fj flESOtlF<CF" "liP)
U n 0 0 SALEM, OREGON
Dillc~ed cP-~"/'- -. .-.
---.... --- 1>!Ltf:" CLlrJ1lle~ . ~-A:>-d/
Call.jn~:....... "
St:n::r:n:
.c;[ot ~i,...e
(~) Wr:I.L TESP.
,'"]l>urnp ~l1:il1lCf"
Permel*tlilllj'
CllOOUCU......}.
Tetnper,lttJfe (lJ ~lel" S ~
Was. W2LIerlls..~.IYllill dlJnt:'! f.2!'fb
By whnm7
Depdl of .loilnJn .aoa.l~t.ed. Fmm
Remuu:
o Flo...in~ Al1e.mm
GPM
"n)re~iona] Certification
(In ~ "ie:;ncd 11)" IJ liL'~n~cd ......6ler ~uppiy ur rnu.rtllllril~ wdll"tl\ll'lttudur_ (lr Oreg,un
rC'~btC'IC,J ~('1}l~lg'l'" nr ,,'iviJ ~rT.(:in!;Cl")"
I ;)CL'Cpt rc~pl)nsibili["y'fnr the CllmitruaitKl, ldlcrolmn. Dr wlIoonnment work
pt:rfmml:!d during the. Vl"n!tnJI.1tc'" dale,. rcJXII1C~ p"'we, All wClrk pcrftlr~
during tht~ lime-Is in compliam-c wilt! o.-J:~IIl'JI. gt~bDt;hnicaJ hnk:: tAlTll<>!ructiDD
r.land.YdK, This report i5-lrue In !be he~t of my kJlOwlcd~ and belief.
flA.c
Y~dJ
I'H
"FlC I)epth .urlc......IIfI fin"" fuund _ 1"1.
fJN<>
1'1_
n.l(\-
SigJW:d
D.Ie 3.I..1al._D L
THIS REPORT MUST BE SUBMITTED TO THE WATER RESOURCES DEPARThlENT WITHIN 30 D"'VS DO' COIM'LETION OF WORK
Date Received:
SECOND COPY . (W\Tt)MH~
()RICilNAI. Wi\']'ER. H~_~)lJRCES. DEPARTMF.NT l'1kS"[,(.'OPV -('ON5.TRUCl'()R
JUN 3 0 2010
Original Submittal
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'RECEIVED
MIIR 1 4 ZOOl
..vATER RESOURCES DEP't
S"-lEM. OREGON \
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1-9
3
IRECe_VF-D
MAY 1 () ZOG!
WATER RESUUH~ [)EP
SALEM, OREGON
~ N
Date Received:
JUN 3 0 20tO
Originnl Submittel.
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APPENDIX
c
PROPOSED DRAINAGE BASIN MAP
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APPENDIX
D
STORMWATER RUNOFF & RAIN
GARDEN SIZING CALCULATIONS
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Date Received:
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0,00 0.000 0_000 0,00 0,00 0.00 355 0,053 0.0000 0,00 0,00 0.00 O,DO 0,00 1.25
10.00 0_000 0_000 0,00 0.00 0,00 355 0,053 -0.0534 -32.03 0,00 0.00 0_00 0,00 1.25
20,00 0_000 0,000 0,00 0.00 0.00 355 0,053 -0,0534 -32.03 0,00 0,00 0.00 0,00 1.25
30,00 0,002 0,001 0.44 0.00 0.00 355 0,053 -0,0526 -31.59 0,00 0,00 0,00 0,00 125
40.00 0,007 0,003 2.00 0_01 0,01 355 0,053 -0.0500 -30.02 0,00 0,00 000 0,00 1.25
50.00 0011 0,007 4.27 O_Oi 0,02 355 0,053 .0,0463 -27.75 0,00 0,00 0,00 0,00 1.25
60.00 0,014 0,011 6,41 0,02 0,04 355 0.053 -0,0427 -25.62 0.00 0,00 0,00 0,00 1.25
70.00 0016 0.014 8.22 0.Q2 0,06 355 0_053 -0,0397 .23.81 0.00 0.00 0,00 0.00 1.25
80,00 0.018 0,016 9,72 0,03 0,09 355 0,053 -0.0372 -22,31 0.00 0.00 0,00 0.00 1.25
90,00 0,020 0,018 10,95 0.Q3 0.12 355 0,053 -0,0351 -21.07 0,00 0.00 0.00 0.00 1.25
100.00 0,022 0,020 11.98 0,03 0.15 355 0.053 -0.0334 -20,05 0,00 0,00 0.00 0.00 1.25
110.00 0.029 0,023 14.00 0.04 0.19 355 0,053 -0,0300 -18.02 0,00 000 0.00 0.00 1.25
120,00 0.030 0.027 16,38 0.05 0.24 355 0.053 -0,0261 -15.64 0,00 0.00 0,00 0,00 1.25
130,00 0.031 0.030 17,74 0,05 0.29 355 0.053 -0.0238 -14.29 0.00 0,00 0,00 0,00 1.25
140.00 0.032 0,031 18.65 0,05 0,34 355 0.053 -0.0223 -13.38 0.00 0.00 0.00 0.00 1.25
150.00 0.033 0,032 19.35 DOS 0.39 355 0,053 -0.0211 -12,68 0.00 0.00 0.00 0.00 1.25
160.00 0.034 0,033 19.92 0.06 0.45 355 0,053 -0,0202 -12,11 0.00 0.00 0.00 0.00 1.25
170,00 0.042 0.Q36 21.79 0.06 0.51 355 0.053 -0,0171 -10.23 0.00 0.00 0.00 0.00 1.25
180,00 0.043 0.040 24,12 0.07 0.58 355 0,053 -0,0132 -7.91 0,00 0.00 0.00 0,00 1.25
190.00 0.043 0.042 25.19 0.07 0.65 355 0.053 -0,0114 .6.83 0,00 0,00 0.00 000 1.25
200.00 0,044 0.043 25,81 0,07 0,72 355 0.053 -0,0104 -6.22 0,00 0,00 000 0,00 1.25
210.00 0,044 0,044 26,24 0,07 0,80 355 0.053 -0.0097 -5.79 0.00 0.00 0,00 0.00 1.25
220,00 0,045 0044 26.57 0,07 0,87 355 0053 .0.0091 -5.46 0.00 0.00 0.00 0,00 1.25
230.00 0.053 0.047 28.36 0.08 0.95 355 0,053 -0.0061 -3,66 0,00 0.00 0.00 0.00 1.25
240.00 0,053 0.051 30,64 0,09 1.04 355 0.053 -0,0023 -1.38 0,00 0.00 0.00 0.00 1.25
250,00 0.054 0,053 31,58 0,09 1.13 355 0.053 -0,0007 -OA5 0.00 0.00 0.00 0,00 1.25
260.00 0.054 0,053 32.04 0,09 1,22 355 0.053 0.0000 0.01 0.01 0.01 0.00 0,00 1.25
270,00 0.054 0.054 32.32 0.09 1.31 355 0,053 0.0005 0,28 0.29 0.29 0.01 0,00 125
0 280.00 0.055 0.054 32.54 0.09 1.40 355 0,053 0,0008 0.46 0.75 0.75 0.02 0.00 1,25
:1. 290.00 0,064 0.058 34,59 0,10 1.50 357 0,054 0,0039 2.36 3,11 3.11 0.07 0.01 1.25
CO 300,00 0.064 0,062 37,27 0,10 1.60 361 0.054 0,0079 4.72 7,83 7,83 0.16 0.01 1.25
3. 00 0.065 0064 38,27 0,10 1,71 364 0.055 0,0089 5.36 13,19 13,19 0,28 0,02 1.25
!!!. .00 0.065 0.065 38.70 0,11 1.81 366 0.055 0,0091 5.43 18.63 18,63 0,39 0,03 1.25
'- .00 0,065 0.065 38.93 0.10 1.92 372 0,056 0.0088 5,31 23,93 23,93 0.50 0,04 1.25
CJ) c:= 00 0.065 0065 39,08 0.10 2.02 376 0,057 0,0085 5.12 29.05 29.05 061 0,05 1.25
r:: :z: 00 0.076 0,069 41.28 0,11 2.13 361 0,057 0,0114 6,86 35.91 35,91 0,76 0,06 1,25
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3 00 0.Q76 0,074 44.17 0,11 2.24 368 0,058 0,0152 9.13 45.04 45.04 0.95 0,08 1.25
..... 00 0.076 0.075 45,20 0,11 2,36 395 0,059 00159 9.52 54,56 54.56 1.15 0,10 1.25
=: 00 0,076 0.076 45.61 0.11 2.47 402 0.061 0.0155 9.30 63,87 63.87 1.34 0,11 1.25
i ....... 00 0,077 0.076 45.81 0,11 2,58 409 0.062 0,0148 8.90 72.76 72.76 1.53 0.13 1.25
'" 0,077 0.077 45.93 0,11 2.69 415 0.062 0,0141 8.44 81.20 81.20 1.71 0.14 1.25
00 0,108 0.087 52.33 0.12 2,82 426 0.064 0.0232 13.89 95,10 95.10 2.00 0.17 1.25
00 0,109 0.101 60.83 0,14 2.95 442 0.066 0.0349 20.96 116.08 116.06 2.44 0.20 1.25
0 0.109 0,106 63.74 0.14 3,09 459 0.069 00372 22.33 138,39 138,39 2.91 0.24 1.25
440,00 0,146 0.120 72.26 0.15 3,24 481 0072 0.0481 28,85 167,24 167,24 3,52 0.29 1.25
450,00 0,147 0.138 82,66 0.16 340 509 0,077 0.0611 36,67 203.91 203,91 4.29 0,36 125
460,00 0.277 0,187 112,33 0.20 3.61 558 0.064 0,1032 61.94 26585 265.85 5.59 0.47 1.25
470,00 0,442 0,302 181,23 0.25 388 657 0.099 0,2032 121.94 387,79 387.79 8,15 0.68 1.25
48000 0,221 0,322 192,95 0.25 4,14 761 0.114 0,2072 124,29 512.08 512,08 10.77 0,90 1.25
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490.00 0.148 0.230 13806 0.17 4.30
500,00 0.110 0.163 97.51 0.12 4.42
510.00 0_110 0.127 7647 0,09 4.51
520,00 0,110 0,116 69.47 0,08 4,60
530.00 0.072 0,099 5960 0,07 4.67
540,00 0.072 0,081 48.77 0,06 4.73
550,00 0072 0.075 45.16 0,06 4.79
560,00 0,072 0,073 43_96 0.06 4,85
570.00 0.072 0073 43.57 0.06 4,91
580.00 0_072 0,072 43.44 0,06 4,97
590,00 0.072 0.072 43.41 0,06 5,03
600,00 0,072 0,072 43.40 006 5.09
610,00 0,072 0_072 43.40 0,06 5,16
620,00 0,072 0.072 43.40 0,07 5.22
630,00 0,072 0,072 43.41 0.07 5.29
840.00 0,072 0.072 43,41 0,07 5.36
65000 0,059 0.068 40,79 0,07 5.42
560.00 0,059 0.062 37.28 0,06 548
670.00 0,059 0.060 35.12 0,06 5,54
690.00 0,059 0,059 35.60 0,06 5.67
700.00 0.059 0,059 35.56 0,06 5.73
710.00 0.059 0,059 35.55 0.07 5.80
720,00 0.059 0,059 35.55 0.07 5.86
730,00 0.059 0,059 35,55 0.07 5.93
740,00 0,059 0.059 35.55 0.07 6,00
750,00 0,059 0059 3556 0.07 6.07
760,00 0,059 0.059 35.56 0.07 6,14
770,00 0,047 0.055 33,09 0.07 6,21
780,00 0,047 0.050 29,80 0,06 6,27
790,00 0,047 0048 28,70 0,06 6,33
800,00 0,047 0.047 28,34 0.06 6,39
810,00 0.Q47 0,047 28,22 0.06 6.45
820,00 0,047 0.047 28,18 0.06 6.52
830,00 0047 0.047 28,17 0.06 6.58
840,00 0,047 0.Q47 28,16 0.07 6,65
850,00 0,047 0.047 28,16 0.07 6.72
860,00 0,047 0,047 28,17 0,07 6.78
87000 0047 0.047 28,17 0,07 6.85
880,00 0,047 0.047 28,17 0,07 6.92
890,00 0,041 0.045 27,02 0.07 6.99
900,00 0,04' 0.042 25.48 0.07 7.06
910.00 0,041 0.042 24,97 0.07 7.12
920.00 0.041 0.041 24,80 0.07 7.19
930.00 0,041 0.041 24,74 0.07 7.26
940.00 0,041 0.041 24,72 0.07 7,33
950,00 0.041 0,041 24,72 0.07 7.40
960,00 0.041 0,041 24.72 0.07 7,47
970,00 0,041 0,041 24.72 0,07 754
980.00 0,041 0,041 24.72 0,07 7,61
990.00 0,041 0,041 24.72 0,07 1,66
1000,00 0,041 0.041 24.72 0,07 7,75
1010.00 0,033 0038 23.07 0,07 7,81
1020.00 0,033 0,035 20.87 0,06 7,87
30.00 0,033 0.034 20.14 006 7.93
040.00 0,033 0.033 19,90 0,06 7.98
050.00 0.033 0.033 19,82 0,06 8,04
1060,00 0.033 0.033 19,79 0.06 8,09
1070,00 0.033 0.033 19,78 0.06 8,15
080,00 0.Q33 0.033 19,78 0,06 8,21
1090.00 0,033 0.033 19,78 0,06 8,26
1100,00 0,033 0.033 19,78 0,06 8,32
~ 110,00 0.033 0.033 19,78 0,06 a,37
::j20'00 0.033 0.033 19.78 0,06 8,43
130,00 0.033 0.033 19,78 0,06 8.48
140,00 0.033 0.033 19,78 0,06 8,54
L..JiHSO.OO 0.033 0.033 19,78 0.06 8,60
1160,00 0.033 a.033 19.78 0.06 8.65
1170,00 0.033 0.033 19,78 0.06 8.71
1180,00 0.033 0.033 19.78 0.06 8,76
1190,00 0.033 0.033 19.78 0.06 8.82
1200,00 0.033 0.033 19,78 0.05 8.87
-
-
-
-
-
-
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0.123 0.1074 64.42 576,50 576,50 12,12
0.126 0.0369 22.14 598,64 598,64 12,59
0.126 0.0017 102 599,66 599.66 12,61
0,125 -0.0092 -5.54 594,12 594.12 12,49
0,123 -0,0238 -14,30 579.82 579,82 12.19
0,120 -0,0389 -23.32 556.50 556,50 11.70
0,117 -0,0417 .24,99 531.50 531.50 11,17
0,114 -0,0405 .24,32 501.1B 507.18 10,66
0111 -0.0383 .22,96 484.22 484.22 10.18
0,108 -0,0358 -21.46 462.76 462,76 9,73
0,106 -0,0333 -19,99 442.76 442,76 9,31
0,103 -0,0310 .18,60 424.16 424,16 8.92
0,101 .0,0288 -17.31 406.86 406,86 8,55
0,099 -0,0268 -16,10 390.75 390,75 8,22
0,097 .0,0250 -14.99 375.76 375.76 7.90
0,096 -0,0233 -13.95 361.81 361.81 7.61
0.094 -0.0257 -15.45 346,36 346.36 7.28
0,092 -0.0294 -17.66 328.70 328.70 6.91
0.089 -0.0292 -17.55 311.15 311.16 6.54
0.086 .0.0262 -15.71 278.72 278.72 5,86
0.084 .0.0245 .14.70 264,03 264.03 5.55
0.082 .0.0229 -13.73 250.30 250.30 5,26
0.081 -0.0214 -12.82 237.48 237,48 499
0079 -0,0199 .11.96 225,S2 225,52 4,74
0.078 -0.0186 -11.17 214.35 214.35 4,51
0,077 -0,0174 -10.43 203,92 203,92 4,29
0.076 -0,0162 -9.74 194.17 194.17 4,08
0,074 -0.0190 .11.41 182.78 182,76 384
0,073 -0.0229 -13.74 169,02 169,02 3,55
0,071 -0.0231 -13,87 155,15 155.15 3,26
0069 -00222 -13,31 141.84 14184 2,98
0.068 -0.0209 -12.56 129,28 129,28 2,72
0.067 .0.0196 -11.79 117,49 117.49 2,47
0.065 .0.0184 .11.04 106.45 106.45 2,24
0.064 -0.0172 -10.34 96.11 96.11 2.02
0.063 .0.0181 .9.68 86.43 86.43 1.82
0.062 -0.0151 -9.06 77,37 77.37 1.63
0.061 -0.0141 -8.48 68.89 68.89 1.45
0.060 .0.0132 .7.94 60.94 60.94 1.28
0.059 .0.0142 .8.52 52.42 52.42 1.10
0.058 .0.0157 .9.42 4300 43.00 0.90
0.057 -0.0155 -9.31 33,69 33.69 0.71
0.056 -0.0148 -8.88 24,81 24.81 0.52
0.055 -0.0140 -8.38 16.43 16.43 0,35
0.054 -0.0131 .7.87 8,56 8.56 0.18
0,054 -0.0123 -7.39 1,17 1.17 0,02
0,053 -0.0122 -7.31 0,00 0.00 0,00
0,053 -0,0122 -7.31 0,00 0.00 0,00
0,053 .0,0122 -7.31 0,00 0.00 0,00
0,053 .0,0'122 .7,31 D.OO 0,00 0,00
0,053 -0,0122 -7.31 0,00 0,00 0,00
0,053 -0,0149 -8,96 0,00 0,00 0,00
0053 -0,0186 -11.15 0,00 0,00 0,00
0.053 -0,0198 -11,88 000 0,00 0,00
0,053 -0,0202 -12,13 0,00 0,00 0,00
0,053 -0,0203 -12,21 000 0,00 0,00
0,053 -0,0204 -12,24 0,00 0,00 0,00
0,053 -0,0204 -12.24 0.00 0,00 0,00
0,053 -0,0204 -12,25 0,00 0.00 0.00
0,053 .0,0204 -12,25 0,00 0,00 0,00
0,053 -0,0204 -12.25 0.00 0.00 0,00
0053 .0,0204 .12.25 0.00 0.00 0,00
0.053 .0.0204 .12,25 0.00 0,00 0,00
0,053 -0,0204 -12,25 0,00 0.00 0.00
0,053 -0,0204 -12.25 0,00 0.00 0.00
0,053 -0,0204 .12,25 0,00 0.00 0.00
0,053 -0,0204 -12.24 0.00 0,00 0,00
0.053 .0.0204 -12.24 0.00 0,00 0.00
0.053 .0.0204 -12.24 0.00 0.00 0.00
0.053 -0,0204 -12.24 0.00 0.00 0.00
0.053 .....-0,0204 -12,24 0.00 0.00 0.00
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687
672
659
647
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568
557
546
536
526
518
509
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493
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461
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434
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394
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1.01
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0,98
0.93
0,89
0.85
0.81
0.78
0.74
0.71
0.68
066
0,63
0,61
0,58
0,55
0,52
0.49
0.46
0.44
0.42
0.40
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0.36
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0,32
0,30
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0,00
0,00
0,00
0,00
0,00
0.00
0.00
0.00
0,00
0.00
-
-
-
-
-
-
-
-
-
o
~
<9:
;;J
~
(J)
c:
IT
3
:::.:;:
'.
f'!.
1210.00 0.033 0,033 19.78 0,06 8.93
1220.00 0.033 0,033 '9.78 0,06 8.99
1230.00 0,033 0033 19.78 0,06 9.04
1240,00 0,033 0,033 19.78 0.06 9.10
1250.00 0.033 0,033 19,78 0,06 9.15
1260.00 0.033 0,033 1978 0,06 9.21
1270.00 0.033 0,033 19,79 0,06 9.26
1280.00 0.033 0,033 19.79 0,06 9.32
1290,00 0,033 0,033 19,79 0,06 9.38
1300,00 0.033 0033 19.79 0,06 9.43
1310,00 0.033 0.033 19.79 0,06 9.49
1320,00 0,033 0.033 19.79 0,06 9.54
1330.00 0,033 0,033 19.79 0,06 9.60
1340.00 0.033 0,033 19.79 0.06 9.66
1350,00 0,033 0,033 1979 0.06 9.71
1360,00 0.033 0,033 19.79 0.06 9.77
1370,00 0.033 0,033 19.79 0.06 9.82
1380,00 0,033 0,033 19.79 0,06 9.88
1390.00 0,033 0.033 19.79 0,06 9.93
1400.00 0,033 0.033 19.79 0,06 9.99
1410.00 0,033 0.033 19.79 0.06 10,05
1420.00 0,033 0.033 19,79 0,06 10.10
1430,00 0.033 0,033 19,79 0.06 10,16
1440,00 0.033 0,033 19,79 0.06 1021
1450,00 0.000 0.022 13,19 0.04 10,25
1460,00 0.000 0,007 4,40 0.01 10,26
1470.00 0.442 0.150 89,78 0.23 10.49
1480.00 0000 0,197 118,24 0.26 10,75
1490.00 0,000 0,066 39.41 009 10.84
1500.00 0,000 0,022 13,14 0,03 10.87
1510.00 0,000 0.007 4,38 0,01 10,88
1520.00 0,000 0.002 1.46 0.00 10.88
1530,00 0,000 0.001 0.49 0,00 10.88
154000 0.000 0.000 0,16 0,00 10.88
1550,00 0.000 0,000 0,05 0.00 10,88
1560.00 0,000 0,000 0,02 0.00 10,88
1570.00 0,000 0,000 0,01 0.00 10,88
1580.00 0,000 0.000 0.00 0.00 10.88
1590.00 0,000 0.000 0,00 0.00 1088
1600.00 0.000 0.000 0,00 0,00 10,88
1610,00 0.000 0.000 0.00 0,00 10,88
1620,00 0.000 0,000 0.00 0,00 10.88
1630.00 0.000 0,000 0,00 0,00 10.88
1640.00 0,000 0,000 000 0,00 10.88
1650,00 0,000 0,000 0,00 0.00 10,88
1660.00 0.000 0.000 0,00 0.00 10.88
1670,00 0.000 0.000 0,00 0.00 10,88
1680.00 0.000 0.000 0.00 0,00 10,88
1690.00 0,000 0,000 0.00 0,00 10.88
1700,00 0,000 0,000 0.00 0,00 10.88
1710,00 0,000 0.000 0.00 0.00 10.88
172000 0000 0.000 0,00 0.00 10.88
1730,00 0,000 0.000 0,00 0.00 10,88
1740,00 0.000 0.000 000 0.00 10,88
1750,00 0.000 0,000 0,00 0.00 10,88
1760.00 0.000 0.000 0,00 0,00 10,88
1770.00 0.000 0,000 0,00 0,00 10,88
178000 0,000 0.000 0.00 0,00 10,88
1790,00 0,000 0.000 0.00 0,00 10.88
n 1800,00 0,000 0.000 0.00 0,00 10.88
1810,00 0,000 0.000 0.00 0,00 1088
1820,00 0.000 0.000 0,00 0.00 10,88
1830,00 0.000 0.000 0,00 0.00 10,88
1840.00 0.000 0,000 0,00 0.00 10,88
1850.00 0,000 0,000 0,00 0.00 10.88
1860.00 0,000 0,000 0.00 000 10,88
1870,00 0,000 0.000 0.00 0,00 10.88
1880,00 0,000 0.000 0.00 0,00 10.88
1890.00 0.000 0.000 0,00 0,00 10.88
1900,00 0,000 0.000 0.00 0.00 10.88
1910,00 0,000 0.000 0.00 0.00 10.88
1920,00 0.000 0.000 0.00 0.00 10,88
<-
c::
:z
Co>
.=
......
=
a
-
-
-
-
-
-
-
0.053 -0,0204 -12.24 0.00 0.00 0.00
0.053 -00204 -12.24 0.00 0.00 0,00
0.053 -0,0204 -12.24 0.00 0.00 0.00
0,053 -0,0204 -12.24 0.00 0.00 0,00
0.053 .0.0204 -12,24 000 0.00 0,00
0,053 -0.0204 -12,24 0.00 0,00 0,00
0053 -0.0204 -12,24 0,00 0.00 0,00
0,053 .0.0204 -12.24 0.00 0.00 0,00
0053 -0,0204 -12.24 0,00 000 0,00
0,053 -0.0204 -12,24 0,00 0.00 0,00
0,053 -0,0204 -12,24 0.00 0.00 000
0.053 -0,0204 -12,24 0.00 0.00 0,00
0.053 -0,0204 .12,24 0.00 0,00 0,00
0.053 -0,0204 .12.24 0.00 0.00 0,00
0.053 -0,0204 -12.24 0,00 0.00 0.00
0.053 -0.0204 -12.24 000 0,00 0.00
0,053 _0.0204 -12.24 0,00 0,00 0.00
0,053 .0.0204 -12.24 0.00 0,00 0.00
0,053 -0.0204 .12.24 000 0.00 000
0.053 -00204 -12.24 0.00 0.00 0,00
0.053 .0.0204 -12.24 0.00 0.00 000
0.053 -0,0204 .12,24 0.00 0.00 0,00
0.053 -0,0204 .12.24 0.00 0.00 0,00
0.053 -0,0204 -12.24 0.00 0,00 0,00
0.053 -0,0314 .18,83 0.00 0.00 0,00
0.053 -0.0460 -27.63 0,00 0,00 0.00
0.059 0.0902 54.13 54,13 54,13 1.14
0,068 0.1288 77,31 131,44 131.44 2.76
0,068 -0.0024 -1.42 13002 130,02 2.73
0,065 -0.0432 -25.91 104,11 104,11 2.19
0061 -0.0541 -32.46 71,65 71,65 1.51
0.058 -0.0552 -33.14 38,51 38.51 0.81
0,054 .0.0533 -31.97 6,53 6.53 0.14
0,053 -0.0531 -31,86 0,00 0.00 0.00
0,053 -0,0533 -31,97 0.00 0.00 0,00
0.053 -0,0533 -32,01 0.00 0.00 0,00
0.053 -0,0534 -32,02 000 0.00 0.00
0.053 -0.0534 .32,02 0.00 0,00 0.00
0.053 -0.0534 -32.03 0.00 0.00 0.00
0.053 -0.0534 -32.03 0.00 0,00 0.00
0,053 .0.0534 -32.03 0,00 0,00 0.00
0053 .0.0534 -32.03 0,00 0,00 0.00
0,053 -0.0534 -32.03 0,00 0.00 0.00
0.053 -0.0534 -32.03 0,00 0.00 0.00
0.053 -0,0534 -32,03 0.00 0.00 0.00
0,053 -0.0534 -32,03 0,00 0.00 0,00
0.053 -0,0534 -32,03 0.00 0.00 0,00
0.053 -0,0534 -32,03 0.00 0.00 000
0,053 -0.0534 -32,03 0.00 0,00 0,00
0,053 -0.0534 -32.03 0.00 0,00 0.00
0,053 -0.0534 -32.03 0,00 0.00 0.00
0,053 .0.0534 -32.03 0,00 0,00 0.00
0,053 -0.0534 -32.03 0,00 0,00 0.00
0.053 -0.0534 -32.03 0,00 0.00 0,00
0,053 .0.0534 -32,03 0.00 0.00 0.00
0.053 -0.0534 -32.03 0.00 0.00 0.00
0.053 -0,0534 .32,03 0,00 0.00 000
0.053 -0,0534 -32.03 000 0.00 0,00
0.053 -0,0534 -32,03 0.00 0.00 0,00
0.053 -0,0534 -32.03 0.00 0.00 0,00
0,053 .0,0534 .32.03 0.00 0,00 0,00
0,053 -0.0534 -32.03 0.00 0.00 0,00
0,053 .0.0534 -32.03 0,00 0.00 0.00
0,053 .0.0534 -32.03 0,00 0.00 0.00
0.053 -0.0534 .32.03 0,00 0.00 0.00
0.053 -0.0534 -32.03 0.00 0.00 0.00
0.053 -0,0534 .32.03 0,00 0,00 0.00
0,053 -0,0534 -32,03 0.00 0.00 0.00
0.053 .0.0534 -32.03 0.00 0.00 0.00
0,053 -0.0534 .32.03 0.00 0,00 0.00
0,053 -0.0534 -32.03 0,00 0,00 0.00
0.053 -0,0534 -32,03 0.00 0.00 0.00
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
395
453
452
433
408
383
360
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
355
-
-
-
1.25
1.25
1.25
1,25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1,25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1,25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1,25
1.25
1.25
1,25
0,00
0,00
0,00
0,00
0.00
0,00
0.00
0,00
0,00
0.00
0.00
000
0.00
0,00
0,00
0,00
000
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.09
0.23
0,23
0,18
0,13
007
0,01
0,00
0.00
0.00
0,00
0.00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0.00
0.00
0.00
0.00
0.00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0.00
0,00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0,00
0.00
0,00
0.00
-
-
-
-
-
-
-
-
-
1930.00 0,000 0.000 0,00 0,00 10.88
1940,00 0,000 0.000 0,00 000 10.88
1950.00 0,000 0.000 0,00 0.00 10,88
1960,00 0.000 0000 0.00 0.00 10.88
1970,00 0.000 O,QOO 0.00 0.00 10.88
1980,00 0.000 O,QOO 0.00 0.00 10.88
1990,00 O.QOD O,QOO 0.00 0,00 10.68
"m
7.85
7.84
4705.21
0
::1
CD
5" 0
!2.
CI.J ..... Il)
<:: c: (j)
0- Z ;0
3 ...,
~ = (l)
"" ~
= [
-
=
-
-
-
-
-
-
-
355
355
355
355
355
355
355
0,053 ,0.0534 -32.03 0,00 0,00 0.00
0.053 .0.0534 -32.03 0.00 0.00 0,00
0.053 -0.0534 -32.03 0.00 0.00 0,00
0.053 -0,0534 -32.03 0,00 0.00 0.00
0,053 -0,0534 .32.03 0,00 0.00 0,00
0,053 .0.0534 -32.03 000 0,00 0,00
0,053 -0.0534 -32.03 0.00 0,00 0.00
-
-
-
0,00
0,00
0,00
0,00
0.00
0,00
0.00
1.25
1.25
1.25
1.25
1.25
1.25
1.25
-------------------
43379
Center Infiltration Pond Depth
1.40
1.20
1.00
-
~ 0.80
:5 0.60."
Q.
G)
Q ~.~~ ~ I", '"'''''' ?J_, r~"" " ""', "i
-100.00 100.00 300.00 500.00 700.00 900.00 1100.00 1300.00 1500.00
Time.(Minutes)
., ;"':":;':'<::;:'~:":""~::c;-''''''';S'':.:",,,,,,,,,!,,;:,,"m;,;,:,;,:,:~,~:::,::::::::<:.;.;
,.;. ;.;.,.",. :'''~:::~<:~':~e:~,:': ,:::":""'" :::':;''''''':;:~:
;.:,...:,:.<~:,::~;::,:",:::::~:::::::::;:<;
:""''';:''''''''''''''''''':::':'::'';::':~<::~:':::'::::'':::~<c.:::::"'';'':',c'"-'''''''''''''''''''
:;.,,;~~,,: :::,:,:,~:,: ,:,~:::f.::,:::~:~::;.-::;,,,~::::::,,::::x:;,,
i
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0
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ro
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(J) <- Q)
c: c:: CD
tT .2:
3 .,.. ;:0
~ (J)
r '= 2
~
is <"
(J)
Q.
-------------------
Center Infiltration Pond Inflow and Infiltration Rates
~.~~~ ,-1-
U) 0.250
u.
o 0.200
- \
~ 0.150 L\,' '. I ~ Series1
u. ~:~~~ Jr, HH .,_;~ .~.' ~.. '''''- .. :....~.. : " ._.~ :!.. ~:.: se.~~es.~:.." .....
0.000 r ...~ I I I ," ':..:..... :. \,
-100.00 100.00 300.00 500.00 700.00 900.00 1100.0 1300.0 1500.0
000
I
\
Time (Minutes)
0
:J.
CQ
::i' C
!!!.
en "- II)
<:: c= CD
0- Z
3 ..... ;0
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- .=
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= ~.
a
Q.