HomeMy WebLinkAboutPermit Correspondence 1997-8-18
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SPR.FIELD
PUBLIC WORKS DEPARTMENT
ADMINISTRATION
ENGINEERING
MAINTENANCE
ENVIRONMENTAL SERVICES
225 FIFTH STREET
SPRINGFIELD, OR 97477
August 18, 1997
Frederick J. Carleton
301 Highway 101
P.O. Box 38
Bandon, OR 97411
*
SUBJECT:
SYSTEM DBYELOPMENT CHARGES FOR RON'S OIL (808 MAIN.STREET)
Dear Mr. Carleton,
I have enclosed the additional information you requested, except for the SDC
ordinance which was picked up at City Hall. I am not familiar with the new
Chevron development you mentioned in your August 15, 1997 letter to Don
Branch. Please provide me with a site location, and I will send you
additional building records.
You stated that the transportation SDC amount is larger than anticipated.
This rate is based on trip generation values observed from service stations
across the nation. The values used to compute your transportation SDC fees
are found in the nationally used Institute of Transportation Engineers trip
generation manual. If you disagree with the trip rate, you may hire a traffic
engineer to submit a site specific study. The results of the study would be
used to calculate the transportation SDC amount. Before beginning the traffic
study, the traffic engineer will need to talk with Masood Mirza at (541)726-
4585 from the Springfield Public wor~s Department to establish the guidelines
of the study. .,
If you need additional information please call me at (541)726-3625.
S incerel y ,
r'1~
qr; YW;~
Troy McAllister
Senior Civil Engineer
Enclosure: 1. SDC at 4095 Main Street
2. SDC Fact Sheet
3. SDC at 808 Main Street
4. ITE Trip Generation Rate
c: Don Branch and'Bui~d~ng~F~I~~
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ADMINISTRATION / ENGINEERING (541) 726.3753 FAX (541) 726-3689
MAINTENANCE (541) 726-3761 FAX (541) 726.3621
ENVIRONMENTAL SERVICES (541) 726-3694 FAX (541) 726-2309
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_~l' ~ '" 1-,
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. . I' ,'..::;- th, ~::.'{;:::','~::::~~il~~::S}:i,~''''
.co Gas Station; Springfiel~~;'~, :,,;' "
, , Traffic'lmpact Analysis .,'
IS
5.2.2 Pass-by and Diverted Trips
.
For the purpose of estimating possible impacts 'on a street network, generated trips include three
different kinds of trips:
. Pass-by - stops of vehicles already. passing by the driveway of the planned facility,
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... Diverted ~ stops of vehicles that are already in the adjacent road system, but not right at the
driveway, and '
.
. Primary/ New-trips:that are completely generated by the new facilitY.
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In order to avoid double-counting of existing traffic, only the newly generated trips are to be
considered when dealing with a potential 'impact on the adjacent street network. For the facility
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driveways, howevt;r, all traffic including new; diverted, and pass-by trips are taken into accOunt.
Forthe proposed development, it is assumed that 56% of the trips generate.d are pass-hy trips
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already p~sing by th~ development site on Main Street. Furthennore, it is as~umed that 31 % of '
the trips are diverted 'from 42ndStreet. ,This aSsumption is based on studies' conducted at similar
developments presented on'page 1:24 hi. the February. 1995 Update to the 5th Edition of the ITE
Trip Generation Manilal: Table 2 summarizes the trip generation for the newdevelopmerit.
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II
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Table 2: Trip Generation for Proposed Development
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~_~k ";~~T1WfNTh'lEVE'1jRME1~im1iit~jiii*T1tglWit1m1RllR~~~w~PEmtt)tlWt%llrt4mili~LW%t]frAi)ftf1.~*.~~~"1
," . . '1-:' ..:"S.~.:-.:,:,>>:,:,-.:.."*",=,-":yw.",,,,,,,,-,;:,.,;;,~:,>w.~,..::,,,~,,1.:::~-:;::.Z'-'::&..#::=~.,:::-,~~::::: >'~0;';'l>:.,::'::<~,::';;':;..';:::':"""'" ...,., c"
_..,w...:-...,,::~<<:;.~::-;~~:?=t.&'=":;',,:' :~~~".~.::-.::::::;.~~,-:::1:;.~:>>.-~::t::.""...........,<<",:t~ .W~~~U,:::,
,>: ' ,<<,<<&~_~,=",:",""",""""-.",-w<<,,,,,,,,-~_,,,,,_,,_,,"'~'AM:"'''''~~<<-'>'?~''''''''-*''-'-''''%'''k:,( ,,,.,:v.;.~..,.'=:.,.,.,._~._._..,.,,,,,,,,,,__, ""_:-"".':-'".''~~'~X'_'_'_''-'_'_'_.:
'~_'''''~>:''' "~v_.~-';~.~:-"'..".::"'%0;,'&.."&::.'->>...,.,-,-,-<<,.",,._,,~ -.- -.- -"'" - ---,
iii
Gas Station, Convenience Market, and Express
Fast Food Restaurant wi Drive-thru Window
, - Primary Trip ) B <.\ 11::\ I'S
- Diverted Trip
- Pass-by Trip
IN OUT IN
12-, 12-:; 'f!. 132
.<~.., ,
30:' .- 30' 314
53 53 567
OUT
.
132
314
567
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5.2.3 Trip Distribution and Assigninent
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. The next steps in the process of transportation analysis are the trip distribution and assignment.
Trip distribution allocates the tri(isgenerated in the analyzed project area to the possible
destinations; while during the process of trip assignment. these trips are assigned to the 'street
network.
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March 1996,
5
Access ~ngjneering
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Page 1
CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT CHARGE
(COMMERCIAL / INDUSTRIAL)
Name or Company: ,MILES L.L~C. ,
Location: 4095 MAIN"ST
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Developement ,Type: C Building Size:
Job No.: 960621
Lot Size:
Sq Ft
1. STORM'DRAINAGE
Impervious Sq-Ft
,
1.0
X 29090
: X
0.210
Per Sq Ft =
$6,108'.90
2. SANITARY SEWER -
: Number 'Of, PFUs"
""(see Page 2}
CITY
1. 0 ,X ,58
"X
43,43'
Pe.r PFU =
$2.. 518 :94
3. TRANSPORTATION
Number Of Units
1. 0 X.84 ,X
X
Trip
1. 000 '
Rate
X
,X
Cost, Per
,437.93
Trip
=
$36,786.:1.2
Transportation.Total'
$36,786.12
'4," SANITARY SEWER - MWMC
Number' Of PFU"
58
'X
'. '
'X
Per,PFU
'18.750
+
,+
MWMC Admin 'Fee,
10.00
=
$1,097.50
MWMC CREDIT If ApplicaQle (see Page,2)
$0.00
TOTAL - MWMC SDC
$1,097.50
SUBTOTAL - (Add Items 1. '2. 3 " 4)
$46.511_46
5. ADMINISTRATIVE FEES
Base Charge '(Subtotal Above) X"
0.50
$2;325.57
TOTAL sec'
,$48.837.03
.....
, Reviewed "By-:,
TROY,MCALLISTER
Date:
07/03/96
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....;;.~w~'h~'" "rile,' .'it.'1J!if,II'..'...,'
I{~~Il~~3,\~;~~~~'f~~~9:. - - I:,' !;~~ '~. ':
,,:~...::i......',f...":.'.~:,!;..:..~~,:.:.~+~'I1'. - ~"";-'a;rVC, ~,~
., ,'h _.1,;;" ".....~.'~.. ,._,.-". .- ..,.... ......':.,7i:.~,;. ~
. . ..:.~,~...:...~:~ ~:~..:. ..:S:~.i.~.C~:.:~~.:~~~!~{~~~~.:~~:~~./:~:~~~.~
Job Number: 960621
FIXTURE UNIT CALCULATION TABLE
Fixture Type
Number of
New Fixture
Unit'
Equivalent
Bathtub
Drinking Fountain
Floor'Drain
Interceptors For Grease/Oil/Solids/Etc
Inteceptors For Sand/Auto Wash/Etc.
Laundry Tub/Clotheswasher
Clbtheswasher - 3 ,Or More
R~ceptor For Refrigerator/Water Station/Etc
Receptor for ~ommercial Sink/Dishwasher/Etc
Shower, Single Stall,
Shower, Gang
Sink, Bar, Commercial. Residential Kitch~n
Urinal, Stall/Wall
Wash Basin/Lavatory, Single
Water Closet, Public Installation
Water Clo~et. Private
Miscellaneous
o
'2
, 9
o
o
o
o.
o
o
O'
o
5
1
8
2
o
1-
2
1
2
3'
6
2
6
1
3'
2
2
2
1
6
4
6
TOTAL FIXTURE ~ITS 58
CREDIT CALCULATION TABLE: Based on assessed value. If improvements occured
after annexation date, credits, are calculated separately.
(calculations are by $1000)
Year Annexed:
Credit, For Parcel Or Land Only If Applicable:
o
X
0.00
Improvement (if after annexation date) :
o
X
0.00 =
CREDIT, TOTAL =
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Page 2
Fixture
, Units
/
o
2
18
, 0,
0,
o
o
,0
'.0
o
o
10
2
8
12
o
6
0.00
0.00
,$0.00
(If land. value is multiplied by 1 then the parcel/land credit is not accurate:)
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TJ;XACb GASSTA TI.ONI '
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EXPRESS FAST FOOD RESTAURANT
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Springfield, Oregon
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. TRAFFIC IMP ACT ANAL YSiS
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March '1996
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JEA~Englf!H'1ng
2380 NW Kings Blvd., Suite 101
Corvallis, OR 97330
(541) 754-6836 ,
FAX (541) 754-6837
acC~ng@proaxis.com
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Rates Effective: July 1. 1997 to June 30. 1998
CITY OF SPRINGFIELD
SYSTEMS DEVELOPMENT CHARGES - FACT SHEET
Backoround
Systems Development Charges (SDC's) are fees that are collected when new development occurs in
the City and are u!led to fund a portion of the construction of streets, storm drainage, -and sanitary
sewers (required as a result of increased deveiopment and to maintain the health and safety stanaards
. of the communityl. Adequate funding far growth-related capital improvements is vital to maintaining
the City's level of service in transportation, sanitary sewers, and storm sewers.
State Reauired Prnoram - ORS 223.297 to 223.314
The Oregon State Legislature in 1989 adopted a state law that reauired cities in Oregon which collect
an SDC, including the City of Springfield, to revise their SDC ordinances by July 1991. The new
legislation provides a uniform framework that all local governments must follow to collect and expena
SDC fees.
The methodology for establishing SDC rates as set forth in the ordinance reflects the growth-felated '
impact of new development on three systems: transportation, sanitary sewer. and storm drainage.
The amount of each SDC generally will be based on the amount of Impact the development will have
on a particular system. Charges will be computed separately for each of the systems, and separate
funds will be established to track receipts and expenditures. SDC-eligible projects will be identified in
the Capital Improvement Plan (CIPI. the Springfield Systems Development Charge project list, and any
other long ranlle plans as approved by the City Council.
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L'Afp.rminino ~OC Rt=ltA!;
The following assumptions were used to develop SDC rates:
o The level of service used to set the SDC rates cannot be higher than that currently
provided to existing users of the service.
o ..' ,Costs used in the SDC rates reflect the City's current costs for constructing capital
improvements.
o The fee reflects a developer's equitable share or use of the particular system for which
the fee is set.
o Credit will be given for certain improvements that reduce a development's impact on
the system' capacity. .
~Iatino th" SDC Cham\:
To determine the SDC for each system, the City of Springfield established a rate-setting methodolgy
that uses the measurable impact of a development and the current construction unit costs to set the
fee. For the Storm Sewer SDC the fee is based on Square Feet of Impervious Surface Area. Fpr the
Sanitary Sewer SDC the fee is based on Plumbing Fixture Units. For the Transportation SDC the fee
is based on Peak-hour Trip Generation rates. More detailed information on calculating the fees for each
system is shown below:
STORM DRAINAGE - The SDC for storm drainage will be paid by all new residential,
commercial. and industrial development. The charge is based on the square footage of the
impervious surface area of the development. Impervious surfaces typically consist of concrete,
asphalt, and roofing. The cost per square foot of impervious surface area is $0.226. In
applying the SDC, the cost per square foot will be applied to the amount of impervious surface
,.... ar,ea measured at the time the building permit is issued.
IMPERVIOUS AREA x $O.226!SQUARE FOOT = SDC CHARGE
SANITARY SEWE~ity) - The charge will be paid by all .commercial, industrial, and
residential develop.t. To calculate the impact,of'new de ment on the sanitary sewer
system, the City will use the number of plumbing fixture units (PFU) as the basis of the charge.
, The City sanitary charge is $46,86 /ler PFU.
~
NUMBER OF PFU's x $46.86 = SDC CHARGE
A "plumbing fixture unit" is a way of expressing various sorts of plumbing fixtures, (such as
sinks, toilets, commercial dishwashers, etc.) in terms of water use age.
A Fixture Unit Calculation Table is part of the System Development Charge Worksheet,
Attachment . A".
SANITAItY SEWER (MWMC) - The Metropolitan Wastewater ManagemenL Commission
(MWMC) Facility Equalization Charge is a reimbursement fee for the reserve capacity that was
constructed to serve new growth. This fee is designed to reimburse the community for its
equity in the treatment plant's reserve capacity. Newly developed properties or other
properties that are connecting to the wastewater treatment system for the first time will pay
, the equalization charge. New development 'will receive credit for past bond payments on
existing debt and for contributions to qualified offsite public improvements. See
Attachment ,"B" and "C". The Flow Estimation Units (FEU) is used for the MWMC Facility
Equalization Charge.
NUMBER OF FEU's x COST PER FEU + $10 ADMIN. CHARGE = SDC CHARGE FOR MWMC
TRANSP,ORT A TION - This SDC will be charged on new commercial, industrial, professional, and
'residential development. It will help support expansion of arterial and collector roads, traffic
signals, and strllet lighting. The' SDC is based on the trip rate of the specific type of
development and the cost per trip. The cost per trip is $472.49. Trip rates for developments
will be based on the current Institute for Transportation Engineers' UTE'sl Trip Generation
Manual, or the developer can submit a trip generation study outlined and approved by the City
of Springfield. A partial list of trip rates is in Attachment "D". '
TRIP RATE x $472.49 = SDC CHARGE
AdministrativA Cn!;t
The SDC legislation allows the City to recover its costs for complying with the required changes. A
five. percent (5%) administrative fee' will be added to cover the cost of developing the SDC charges,
establishing accounting mechanisms and administering the ongoing program.
Credits ,
There are no exemptions from SDC charges. Go'vernment and non-profit agencies also will pay an SDC
based on the amount of impact they create on the system.
Credit may be given for on-site improvements that reduce a development's demand on capital facilities
that would otherwise have to be constructed at the City's expense. When development occurs which
modifies the existing use of a property, the Systems Development Charge will be calculated based on
the difference between the proposed use and the existing use. If the change in use results in the SDC
for the proposed use being less than the SDC for the existing use, no SDC shali be required, however,
no refund or credit shall be forthcoming to the developer.
NOTE:
Attached to this fact sheet are examples of SDC charges for various developments, worksheets and
the necessary tables for computing Systems Development Charges. For more information on Systems
Development Charges, contact the Public Works Department at the City of Springfield at (541) 726-
3753.
...,
SDC:CE
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JOB NO.
. ,ATTACHMENl'A , .
CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT CHARGE
WORKSHEET
NAME OR COMPANY:
LOCATION:
DEVELOPMENT TYPE:
BUILDING SIZE:
LOT SIZE
SQ. Ft.
1. STORM DRATNAr,~
IMPERVIOUS SQ. FT,
x $0,226 PER SQ. FT. $
2. S8NlIARY SF~FR-CTTY
NO. OF PFU'S
(See Reverse Side)
X $46.86 PER PFU
$
3. IBANSPORTATTON
-NO OF UNITS X TRIP RATE X COST PER TRIP
X
X $472.49
$
,
x
X $472,49
$
x
X $472.49
$
4. ~TTARY SFWFR-MWMC
NO. OF FEU'S
X
PER FEU + $10 MWMC/ADM FEE $
MWMC CREDIT IF APPLICABLE (SEE REVERSE) $
TOTAl -~MC snr, $
SUBTOTAL (ADD ITEMS 1.2.3 & 4) $
'5. ADMINTSTRATTVF FFFS
BASE CHARGE (SUBTOTAL ABOVE) X ,05
$
,
Date'
"
SDC' GOOl'di nator
TOTAL SDC $
. FIXTURE UNIT CALCU. TION TABLE: Number of New Fi.S X Unit Equivalent = Fix~ure',Units
(NOTE: For remodels, calculate on"fll"the NET additional fixtures) .
NUMBER OF ,UNIT FIXTURE
FIXTURE TYPE NEW FIXTURES EQUIVALENT UNITS
Bathtub...............................,..,.................................. .
Drinking. Fountain.. ....... ...... .....,..,.. .... ................. ... ...
Floor Drain......:.........................................................
Interceptors For Grease/Oil/Solids/Etc.................
Interceptors For Sand/Auto Wash/Etc......,............
Laundry Tub/Clotheswasher.....,.............................
Clotheswasher - 3 Or More.,............................:.......
Mobile Home Park Trap (T Per Trailer)..................
Receptor For Refrigeratortwater Station/Etc........
Receptor For Commercial Sink/Dishwasher/Etc..
Shower. Single Stall.................................................
Shower, Gang..........................................................
Sink: Bar. CommerCial. Residential Kitchen........................
Urinal. Stall/WaiL............:.........................................
Wash Basin/Lavatory. Single..................................
Toilet, Public Installation........................................
Toilet, Private...........................:...........................
Miscellaneous:
.2
1
2
3
6
2
6
6
1
3
2
1/Head
2
2
1
6
4
TOTAL FIXTURE UNITS
=
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CREDIT CALCULATION TABLE: Based on assessed value. If improvements occurred after annexation date in table.
calculate credits separates.
Year
Annexed
Rate per $1 ,000
Assessed Value
Year
Annexed
1979 or before
1980,
1981
1982
1983'
1984
1985
1986
$3.97
3.89
3.B3
3.70
3.55
3.39
3.20
2.91
1987
1988
1989
1990
1991
1992
1993
1994
1995
1996
Credit for Parcel or Land Only If Applicable
X $
(Rate X Assessed Value)
X $
. (Rate X Assessed Value)
=
Improvement (if after annexation date)
=
CREDIT TOTAL = $
RUNOFF COEFFICIENTS FOR STORM DRAINAGE
(For Estimating Purposes Only)
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Residential...:....................... 0.4
Commerical......................... 0.9
IndustriaL........................... 05
GovernmentaL..................... 0.5
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IMPERVIOUS AREA = TOTAL LOT SIZE X RUNOFF COEFFICIENT
Rate 'per $1,000
Assessed Value
$2.56
2.17
1.73
1.31
0.92
0.74
0.61
0.45
0.31
0.17
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. EXAMPLES OF T"'AL SDC FOR DIFFERENT DEVE~PMENT TYPES
Sinalp-Filmilv rAvpllina llnit.
18 P1 umbi ng Fi xture Uni ts. 3000 Sq. Ft. B1 dg. Roof Coverage. 500 Sq. Ft.
Driveway.PM Peak Trip Rate=1.01
Storm Drainage: 3500 Sq. Ft. x $0.226
Sanitary Sewer-City: 18 PFU x $46.86 =
Traosportation: 1.01' x $472.49 =
Sanitary Sewer-MWMC: 1 DU x $277.76 + $10 =
, SUBTOTAL,
Administration: Subtotal x .05
=
TOTAl sor;
$IJOprmilrkP.t
200 Plumbing Fixture Units. 25000 Sq. Ft. Bldg.. 124.000 Sq, Ft.
Employees. PM Peak Trip Rate = 10.34/1000 Sq. Ft.Qf Building
Storm Drainage: 124.000(0.9) x $0.226 =
San. Sewer-City: 200 PFU x $46.86. =
Transportation: 25 TGSF (10.34) x $472.49 =
Sanitary Sewer-MWMC: 25 TGSF x $317.55 + $10 =
SUBTOTAL
Administration: Subtotal x .05
=
TOTAl SOC
791
844
478
?88.
2.401
l?Q
$ 2.521
$
$
$
$
$
$
Total Let. 52
$ 25.222
$ 9.372
$122.139
$ 7 949
$164.682
$ A U4
$172.916
Convenience.Storp
.40, Plumbing Fixture Units. 2000 Sq. Ft. Bldg'. Roof Coverage. 3.000 Sq. Ft.
Parking Lot. 49 Employees. PM Peak Trip Rate = 20 (Capped)/1000 Sq. Ft. of
Building
Storm Drainage: 5000 Sq. Ft. x $0.226
,San. Sewer-City: 40 PFU' x $46.86
Transportation: 2 TGSF(20) x $472.49
San. Sewer-MWMC: 2 TGSF x $243.04, + $10
= $ 1.130
= $ 1. 874
= $ 18.900
= $ 4qfi
SUBTO'rAL $ 22.400
= $ 1 1~
IQIAI SOr. $ 23,520
Administration: Subtotal x .05
!iPnprill I iaht Tnn\Jstriill (NO PROCESSED WASTEWATER)
1.360 Plumbing Fixture Units. 110.000 Sq, Ft. Bldg. Roof Coverage. 200.000 Sq.
Ft.. Parking Lot. 469 Employees. PM Peak'Trip Rate = 0.98/1000 Sq, Ft.
Storm Drainage: 310.000 Sq. Ft. x $0.226 = $ 70.060
San. Sewer-City: 1.360 PFU'x $46.86 = $ 63.730
Transportation: 1l0(0.98).'x $472.49 = $ 50.935
San. Sewer-MWMC: 110 TGALEF x $138.88 + $10 = $ lS ~
SUBTOTAL $200.012
Administration: ,Subtotal x .05 = $ 10 001
TOTAl SDr. $710 013
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AITACHMENT B
CITY OF SPRINGFIELD
REGIONAL SANITARY SEWER,EQUALIZATION CHARGE RATE STRUCTURE
The charge is based on Flow Estimation Units as defined by Attachment 'C'.
An administrative surcharge of $10.00 will be collected by.the City of
Springfield to recover the direct cost of administering the program. '
A credit for property taxes on real property paid to retire bonded debt incurred
for the construction of regional sewerage facilities shall be deducted from the
Regional Sanitary Sewer Equalization Charge. ' The credit shall accrue from the
year of annexation to the City. and be based on the assessed value at the time
of obtaining the permit in' accordance with the table of rates. below:
YEAR ANNEXED
TO' THF OJL
CREDIT per $1.000
_ASSFSSm VAl IIF
1979 or before
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
1994
1995,
1996
$3.97
3.89
, 3.83
3.70
3.55
3.,39
3.20
2.91
2.56
2.17
,1.73
1.31
0.92
0.74
0.61
0.45
0.31
0.17
The rates listed above will be ,automatically ,adjusted July 1 of each year by the
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Metropolitan Wastewater Management Commission in accordance with the methodology
estab 1 i shed in the MWMC Facili ty Equal i zati on Charge Study dated June 16.
1997.
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ATTACHMENT C
MWMC REGIONAL SEWERAGE SDCHOW AND STRENGTH REFERENCE DATA
Flow Flow Cost per
; Estimation Strength
I (gaVuniUday) FEU
Code I Type of Establishment Unit (FEU)
840 ,AUTO CARE TSFGLA I 50 Low 69,44
494 !BOWLING ALLEY TGSF I 200 Low 277.761
560 ICHURCH TGSF I 150 Low 208.32
630 ICLlNIC TGSF I 200 Low 277. 76
540 COMMUNITY COLLEGE TGSF I 200 Low 277.76
851 ICONVENIENCE MARKET TGSF I 175 Low 243.04
565 iDAYCARECENTER TGSF I 200 Low 277. 76
854 : DISCOUNT MARKET TGSF I 175 Low 243.04
835 ,DRINKING PLACE ; TGSF I 200 Low 277.76
100 iELDERL Y I GROUP HOUSING . DU I 100 Low 138,88
520 IELEMENTARY SCHOOL TGSF i 200 Low 277.76
700 IFAST FOOD RESTAURANT TGSF i 667 High 1,588.98
900 :FINANCIAL INSTITUTION TGSF I 150 Low 208.32
591 IFRATERNAL ORGANIZATION I MEMBER I 15 Low 20.83
890 IFURNITURE STORE I TGSF i 150 Low 208.32
711 !GENERAL OFFICE BLDG < 100K sa FT I TGSF 160 Low 208.32
712 !GENERAL OFFICE BLDG < 200K sa FT I TGSF 150 Low 208.32
710 I GENERAL OFFICE BLDG < 50K sa FT I TGSF 150 Low 208.32
713 IGENERAL OFFICE BLDG > 200K sa FT TGSF 150 Low 208.32
730 IGOVERNMENT BUILDING TGSF 150 Low 208.32
493 iHEALTH CLUB TGSF 150 Low 208.32
120 IHEAVY INDUSTRY I TGSF 100 Low 138.88
530 HIGH SCHOOL i TGSF 200 Low 277.76
832 HIGH TURNOVER RESTAURANT I TGSF 1167 High 2,780.12
610 HOSPITAL I TGSF 200 Low 277.761
500 INDUSTRIAL I TGSF 100 Low 138.88
INDUSTRIAL PROCESS LOW STRENGTH I TGALEF 1000 Low 1,388.78
INDUSTRIAL PROCESS MEDIUM STRENGTH TGALEF 1000 Medium 1,814.57
IINDUSTRIAL PROCESS HIGH STRENGTH I TGALEF 1000 Hi~h 2,382.28
. INDUSTRIAL PROCESS VERY HIGH STRENGTH i TGALEF 1000 Very High 2,949.99
IINDUSTRIAL PROCESS SUPER HIGH STRENGTH I TGALEF 1000 Super High 3,517.70
590 ILlBRARY i TGSF 150 Low 208.32
720 MEDICAL OFFICE I TGSF 200 Low 277.76
151 IMINI WAREHOUSE I TGSF 50 Low 69.44
300 I MOTEL! HOTEL I ROOM 75 Medium 136.09
841 INEW CAR SALES TGSF 50 Low 69,44
620 INURSING HOME I BEDS 50 Low 69.44
200 IOTHER RESIDENTIAL ! DU 175 Low 243.04
400 IpUBLlC PARK I ACRE 110 Low 152.77
831 aUALlTY RESTAURANT i TGSF 1000 High 2,382.28
492 IRAcaUET CLUB I COURT 50 Low 69.44
495 !lECREATIONAL CENTER I TGSF 150 Low 208,321
800 IRETAIL TGSF 150 Low 208.32
250 I RETIREMENT HOME I DU 100 Low 138.88
847 ISELF SERVICE CAR WASH I STALL 15 Low 20.83
600 ISERVICE STATION I MARKET I VFP 25 Low 34.72
210 ISFD I DUPLEX I DU I 200 Low 277.76
822 ISHOPPING CENTER < 100K sa FT I TGFGLA I 50 Low 69.44
820 ISHOPPING CENTER < 10K SO FT TGFGLA I 50 Low 69.44
.~c ~CPP1NG CE~TE2 <:: 1M sa FT : 7S!"GLA I 50 Low 69.44
",,-
823 OPPING CENTER < 200K SO FT I TGFGLA I 50 Low 69.44
-
L:\XFI LESISDCREF97 ,XLS Page 1
. . "
AlTACHMENT C
MWMC REGIONAL SEWERAGE SDC FLOW AND STRENGTH REFERENCE DATA
Flow Flow Cost per
Estimation Strength
Code Type of Establishment Unit (FEU) (gal/unit/day) FEU
824 I~HOPP(NG CENTER < 300K sa FT I TGFGLA 50 Low 69.441
825 ISHOPPING CENTER < 400K sa FT I TGFGLA I 50 Low I 69.441
826 ISHOPPING CENTER < SOOK sa FT I TGFGLA I 50 Low I 69.441
821 is HOPPING CENTER < 50K sa FT I TGFGLA I 50 Low I 69.44
827 ISHOPPING CENJER < 600K sa FT I TGFGLA I 50 Low I 69.441
828 ISHOPPING CENTER < 800K sa FT I TGFGLA I 50 Low " i 69.44
830 ISHOPPING CENTER> 1M sa FT I TSFGLA I 50 Low 69.44
850 ISUPERMARKET I TGSF I 175 Medium 317.55
491 ITENNIS COURT COURT I 50 Low 69.44
443 ITHEATER TGSF I 200 Low 277.76
848 ITlRE STORE TGSF I 150 Low 208.321
30 ITRUCK TERMINAL TGSF I 150 Low 208.321
550 IUNIVERSllY STUDENT I 15 Low 20.83
732 ius POST OFFICE TGSF I 150 Low 208.321
170 IUTILITIES TGSF I 150 Low 208.32
895 IVlDEO ARCADE TGSF I 150 Low 208.32
I I
IABBREVlATIONS I
I I
ITGSF - THOUSAND GROSS saUARE FEET i
iTSFGLA - THOUSAND saUARE FEET GROSS LEASABLE AREA
IOU - DWELLING UNIT I.
ITGALEF - THOUSAND GALLONS ESTIMATED FLOW
IVFP - VEHICLE FUELING POSITIONS I
"
~
.,
L:\XFI LESISDCREF97 XLS
Page 2
. . ATIACHMENT 0
:- City of S~ngfield Systems Oevelopm~ Charges . '
TRIP GE~ERATION RATES
PM Peak
Code Land Use Trips Unit
030 Truck Termi na 1 0.82 TGSF
090 Bus Park & Ride 0.68 Parking Space
110 General Light Industrial 0.98 TGSF
120 - General Heavy Industrial 0.19 TGSF "
130 Industrial Park 0.91 TGSF
140 Manufacturi ng 0.75 TG"~
_r
150 Warehousing 0.74 TGSF
151 Mini-Warehouse 0.26 TGSF
170 Utilities 0.40 TGSF
210 SFD/DUPLEX 1.01 Dwelling Unit
220 Apartment 0.49 Owe 11 i ng Um t
221 Low-Rise Apartment 0.58 Owe 11 i ng Unit
230 RES. CONDOMINIUM 0.55 Dwelling Unit
240 Mobile Home Park 0.56 ' Dwelling Unit
250 Retirement Community 0.28 Dwelling Unit
200 ELDERLY/GROUP HOUSING 0.13 Dwelling Unit
300 Hotel 0.53 Room
301 Motel 0.42 Room
411 CITY PARK 2.23 Acre
430 Go If Course 0.39 Acre
443 MOVIE THEATER/VIDEO RENTAL 6.14. TGSF
444 MOVIE THEATER W/MATINEE . 4.00 . TGSF
491 TENNIS COURT 2.83 COURT
492 RACQUET CLUB 3.86 COURT
494 BOWLING ALLEY 3.54 TGSF
493 HEALTH CLUB 4.30 TGSF
495 RECREATIONAL CENTER 1.38 TGSF
520 ELEMENTARY SCHOOL 0.01 STUDENT
530 HIGH SCHOOL. 0.08 STUDENT
540 JUNIOR/COMM. COLLEGE 1.06 TGSF
541 BUSINESS COLLEGE 1.06 TGSF
560 CHURCH/SYNAGOGUE 0.72 TGSF
565 DAY CARE FACILITY 13.62 TGSF *
610 HOSPITAL 1. 05 TGSF
, 620 NURSING HOME 0.35 TGSF
710 GEN. OFF. BLDG. <50TGSF 2.24 TGSF
GEN.OFF,BLDG.<100TGSF 1.87 TGSF
GEN.OFF.BLDG.<200TGSF 1.56 TGSF
GEN.OFF,BLDG.>200TGSF 1.40 TGSF
720 MEDICAL, OFFICE 4.08 TGSF
730 GOVERNMENT BUILDING 5.88 TGSF
732 US POST OFFICE 6,11 TGSF
770 BUSINESS PARK 1.48 TGSF
810 GENERAL MERCHANDISE 4.80 TGSF
.... 812 . SLDG.MATERIALS & LUMBER 3.27 TGSF
814 SPECIALTY RETAIL 4,93 TSFGLA
815 DISCOUNT STORE 4,35 TGSF *
, 816 HARDWARE/PAINT STORE 4.87 TGSF
Page 2 . PM P. ..
,
Code Lane Use Trips Unit
817 NURSERY (GARDEN CENTER) 3.73 TGSF
820' SHOPPING CENTER <lO'TGSF 15.14 TGFGLA
SHOP.CNTR.<5O'TGSF 8.44 TSFGLA
SHOP. CNTR. <lO'O'TGSF 6.56 TSFGLA
SHOP.CNTR.<2O'DTGSF 5.10' TSFGLA
SHOP. CNTR. <3O'DTGSF 4.40' TSFGLA
SHOP.CNTR.<4DOTGSF 3.97 TSFGLA
SHOP.CNTR.<5DO'TGSF 3.66 TSFGLA -
SHOP.CNTR.<6DDTGSF 3.41 TSFGLA
SHOP.CNTR.<8DDTGSF 3.15 TSFGLA
SHOP.CNTR.<l.O'MTGSF 2.97 TSFGLA
SHOP.CNTR.>lD.DMTGSF 2.71 TSFGLA
831 QUALITY RESTAURANT 7.39 TGSF *
832 HIGH TURNOVER RESTAURANT 12.92 TGSF *
833 FASTFOOD RESTAURANT 20'.0'0' TGSF
835 DRINKING PLACE 15.49 TGSF
840' AUTO CARE 2.87 TSFGLA
841 NEW CAR SALES 2.62 TGSF
844 SERVICE STATION 15.76 VFP *
845 ' SERVICE STA. W/MARKET 13.38 VFP *
847 SELF SERVICE CAR WASH 4.80' STALL
848 TIRE STORE 5.13 TGSF
850' SUPERMARKET 10'.34 TGSF '
851 CONVENIENCE MARKET 20'.0'0' ' TGSF
~7O' APPAREL STORE 3.33 TGSF
.890' FURNITURE STORE 0'.39 TGSF
895 VIDEO ARCADE 9.60' TGSF
911 WALK-IN BANK 17.35 TGSF
912 DRIVE-IN BANK 20'.0'0' TGSF
* f.T.E. Updated February'1995
ARRRFVT ATTONS'
-,
TGSF --Thousand Gross Square Footage
TSFGLA - Thousand Square Footage Gross Leasable Area
SFD - Single Family Dwelling
VFP - Vehicle Fueling Positions
""'
-,
..... .
ITE' RATE. SDC
I
.
.
AITACHMENT D
CITY OF SPRINGFIELD
REGIONAL SANITARY SEWER EQUALIZATION CHARGE RATE STRUCTURE
The charge is based on Plumbing ~ixture Units as defined by the Uniform Plumbing
Code of the S.t-ilte of Oregon. The equalization charge is as follo\'ls:_
$20.69 Total Per Plumbing Fixture Unit
An administrative surcharge of $10.00 will be collected by the City of
Springfield to recover the direct cost of administering the program.
A credit for property taxes on real property,paid to retire bonded debt incurred
for the construction of regional sewerage facilities shall be deducted from the
Regional Sanitary Sewer Equalization Charge. The credit shall accrue from the
year of annexation to the City. and be based on. the assessed value at the time
of obtaining the permit in accordance with the table of rates. below:
YEAR ANNEXED
TO THF r.(IL
CREDIT per $1.000
_ASSFSSFn VAIIIF
1979 or before
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
1994
1995
$3.72
3.64
3.58
3.45
, 3.30
3.15
2.96
2.68
2~34
1. 95
1.53
1.11
0.73
0.56
0.44
0.27
0.13
The rates listed above will be automatically adjusted July 1 of each year by the
Metropolitan Wastewater Management Commission in accordance with the methodology
established in the MWMC Facility Equalization Charge Study dated November 26.
19~.
-
-'
. . 'ATIACHMENT A .. ,Juo "U''::::LJ 10 .,..~
. CITY OF SPRINGFIELD SYSTEM~ DEVELOPMENT CHARGE
WORKSHEET
. .
X $0.226 PER SQ. FT. U.,RR,~5t
.J "1
NAME: OR COMPANY: ~lc, I>...u.. Co
LOCATION:
80'6 MA.I'"
DE~ELOPMENT TYPE: ' "'i e 11.,11 (. G' ~ -r A 7', D 1J
BULL NG'SIZE: \, q <;7 ' lOT SIZE 17, ~ 74-
.
. Fc......, ;"I"'~ S, T& P""",.J 8 LP J /:r 5 -,
lSTOR/'l nRATNAGE P....., IL,6.5"7
. \. '...."''7 2,3 to
, IMPERVIOUS SQ. FT. I 7/ 1 q 4
2.' S8tillAR>Sf\oJFR-CTTY ,
, . \ . .
NO. OF PFU'S, 7
': (See.ReVer:Se~e)
3. ' TRANSPORTATjON - S",...,,,6 ~7;'7'6U; . IS. 7.4 VFP
'00 Of UNITSX lRI~ X. COS,' PER TRIP I
g VFP ~- IS-.?'/W\ $472.~9 I.
X .' x'~~49
X . X $472A9
,
4. .s.AN.TTARY 'SFWFR-M~JMr. sc,,~,'t; ~7'AT;L; 34-. TZ./"FP
'. VFI', " " 'I V f'"\ . ,
NO. OF ~S 8. X 34.7,-PER ffiJ: .j. S- 0 HWMC/ADM FEE $
. . I
.MWMC CREDIT IF APPLICAB~5EE REVERSE)
. ' . SUBTOTAL (ADD ITEMS 1.2.3 & 4)
5.ADHINI5TRATlVF FFF!
BASE 'CHARGE (SUBTOTAL ABOVE) X .05
F)I/ / Date: 8-Jl-q7
I '.
SDc.~oordrator _ . .
.' '4~ ~\\J\ ~
"i.:...
TOTAl SOC
.~\J~
'50. Ft.
@V\~e.o
~~,
$
'\2.JLD~
'J 'b.ll~l
ea. ,
, il\q Q3<'o. It:j
. $ 5"fJ<;~4 ..,:anSYlrdzd1
$ . "'rtJ.r5po~~
,&t tin (e.. d~
1/ 'Iq,fo35. 35
$
2.87, ,f..., ,
$' z 2~~s-
$
~~. 11
G:,3.~1~
~
,
, .
$
,.~
$ 67,041. (,7
5~ cA\ .\ll
\
../
-~ ..... . ...... ""- ......... _.-~_............ _.1-'" . "'-'1" I ,r,___. . "'Ull lUl.;;l VI l\lCW rl^l.~ ^ Ullll t:qUlvalcnt = t-=1~t;lre. Uni.ts
(NOTE: 1=,,, remodels. calculate onl. NET additional fixtures I ... ,
- . NUMBER OF UNIT FIXTURE
FIXTURE' TYPE NEW FIXTURES EQUIVALENT UNITS
Bathtub............. .........."..... .'.......;...............................
Drinking. Fountain.....................................................
. Roor Drain.....; .:;................................. :.......................
Interceptors For Grease/Oill$olids/Etc.................
InterceptOrS For Sand/Auto W~shiEtc..................
Laundry Tub/Clottieswas/:ler.......... .........................
Clotheswasher - 3 Or More.................'.....................
,Mobile Home Park Trap (1 Per Trailer).....................
. Receptor For Refrigeratortwater .station/Etc...;....
Receptor For Commercial Sink/Dishwasher/Etc..
'Shower, Single Stall..........:... .... ...............................
. Shower, Gang.... ........ .......... .,..........:............................
, Sink: Bar, Commercial, Residential Kitcl)en.............:...........
Urinal, StaIIlWail..... .........;............. .......... :..................
'Wash BasiniLavatorY, Single........................,......:...
,Toilet, Public Installation.......... ........;.....................
Toi)et, Private...............:....................................... ..
Miscellaneous:
2,
. .1.
. 2,
3
'6
2
6
6
1
3
2
l/Head
2
2
1
6
,4
I
r:.
TOTAL FIXTURE UNITS:
=
7
CREDIT CALCULATION TABLE: Based on assessed value. If improvements occurr?d after annexation ,date in. ta~le,
calculate credits separates.
-
. Year Rate per $1,000 Year
Annexed' Assessed Value Annexed
, -.(T1f79 or befarl1 $3.av 1987
1980 3.89 198B
1981 3.83 1989
,1982 3.70 1990
1983' 3:55 1991
1984 3.39 1992
1985 3.20 1993'
1986 2.91 1994
1995
1996
- -
Rate per $1.000
, Assessed Value
.'
$2.56
, 2.17
'1.73
1.3': "
0.92,
0.74
0.61
0,4.5
0.31
'0.17
,I
,I'
, ;
3.Q7 X $ sr.. 4/0
(Rate X Assessed Value)'
X $
. '(Rate X Assessed Value)
=
2 2;'3.~
Credit for Parcel or Land Only'lf Applicable
Improvement (if after annexation date)
=
CREDIT TOTAL =. $ z'Z.~. 9$'
RUNOFF COEFFICIENTS FOR STORM DRAINAGE
(For Estimating Purposes Only)
"
Residential,..;....................... 0.4
Commerica!......................... 0;9,
,Industrial............................ 05
Governmental...................... 0.5
~
IMPERVIOUS AREA.;" TOTAL LOT SIZE X RUNOFF COEFFICIENT
Average Vehicle Trip Ends vs: Vehicle Fueling Positions
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Number of Studies: 13
Average Vehicle Fueling Positions: 8
Directional Distribution: 51% entering, 49% exiting
j., ..-
I
1-
. .
Gasoline/Ser:vice Station
(844 )
~
~
~
>>
If
II
!l
II
Trip Generation per Vehicle Fueling Positions
Average Rate Range of Rates Standard Deviation
15.76 8.67 - 27.33 6.24
22"
:
a
~
g
Q
C
a
c
Data Plot and Equation
Ii
'-'
Ul
'0
C
W
0.
~ (
Ql
'0
:E
Ql
>
Ql
OJ
al
~
Ql
>
<{
II
I-
~
>.<
210 _
. . . . . .
.......................................................-......................
. . . . . .
, , ,
200 _ . _. _... _,.;.... _ _.... .:,..........~..... _....;... _... _.. .:.. _....... ',.,.. _..,..
. . . . . .
. . . . . .
:::: :::::::::: ;:':::::::::;::.:.::: ::::::.:::: ::~:::.::::: - ::: ~~~.>.:.<::::::::::
170. _ _ . . . . . . . . :. . . . . .. . .. ,;, . . . . . . . .. . ~ . . . . . . . .. . : . .. .. .:;..........~. . . . . . . . . . . ~ . . . . . . . . . .
160 ::_ _.. _.. _. _~. _........ .:_..........:........ );/<... _:.. _. _.. _.. _:....".....
, :::: ::::::::::,::::::::: ::::: .,../:.:..r~"'/:/": : :: : : : : : : : : : :!: : : : : : : : : : :!: : : : : : : : : ::
. ....
120 - -.... - -..,:.. -...... X.. - - _.....: -. - -. - _...: -'. - -.. -. -:-. -..... -.. _:... - -,....
, . . .
. . . . . . . . - - . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
- , -
'-'i
W
t
C
t
C
&
100 i:' .~/./ -.,... -. -" - -, - ,-". -..,.,. -.........".. -..,. - -.. ,,- -.. - - - ,_.. '-. - - -,.. -"
...... . . . . . .
90 _ _,. _,
. . . . . .
...,...................................,....--....'...........-............
>.<
80 _
. . . .
.....................................................
- - ,
70.,_
60 :'_
. . . .
. . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . .
50 ':'
6
11
12
13
7
8
9
10
x = Vehicle Fueling Positions
X Actual Data Points
-----. Average Rate
Fitted Curve
Fitted Curve Equation: T = 18.494(X) - 21.033
R2 = 0.53
"
Institute of Transportation Engineers
Trip Generation, 5th Ed. Update, Feb.1995 128
~