HomeMy WebLinkAboutBuilding Miscellaneous 1991-11-1
JOB NO. q II 2.- 1 'iI
CITY OF tRINGF'IELD SYSTEMS OEVE'LOpINT CHA'RGE.
WORKSHEET,
(COMMERCIAL & RESIDENTIAL)
\ I
NAME OR COMPANY: nrr\.\~ ~ +-to /vi E: So
LOCATION: e,z.-p, ,z,PtI N. 'i'12.8E:. - ~"&y.J E~"TA:'f~~: Z-t.lO P-t>D'. W, ~'"2.Co
DEVELOPMENT TYPE: L.P ~ - ~tW
BUILDING SIZE:
I. STORM DRAINAGE
IMPERVIOUS SQ. FT. "'?\?D X $0.186 PER SQ. FT. ~79,<,,)~'
(See Reverse For Runoff Coefficients If Actual Imperv. Area Is Unknown)
LOT SIZE
-SQ. Ft.
2, SANITARY SEWER-CITY
NO. OF PFU'S \ <t; X $38.55 PER PFU
(See Reverse To Determine Total PFU'S)
$ Go"'l?"'~ v
3. TRANSPORTATION
NO OF UNITS X TRIP RATE X COST PER TRIP
\
X l.coS X $388.61
$ 2;:f'\ () ~ ,/
X
X S3B8.61
$
X X $388.61
(See Attachment C To Determine Trip Rates)
SU8TOTAL.(ADD ITEMS 1,2,
$
& 3) $ \(010""2.
4. ADMINISTRATIVE FEES
BASE CHARGE (SUBTOTAL ABOVE) X .05
$ 't,?~/
TOTAL-CITY SDC S I, S, ~
5. SANITARY SEWER-MWMC
NO. OF PFU'S
\<i'>
x S13.25 PER PFU + SIO ~'WMC ADMIN. FEE $2.-+"6 ~
(Use PFU Total From Item 2 Above)
MWMC CREDIT IF APPLICABLE (SEE REVERSE)
1::::::' /.>~ LJc..
; - "\J Kip Burdick
SOC Coordinator
II II /" \
,
$??~
TOTAL-MWMC SDC $ 21?~ /'
TOTAL SDC $ \9 (..9 \1:-
FIXTURE UNIT CALCU~ON TABLE: Number of New Fixture.nit Equivalent = Fix1ure Units (NOTE
For remodels, calculate only the NET additional fixtures)
NUMBER OF UNIT FIXTURE
FIXTURE TYPE NEW FIXTURES EQUIVALENT UNITS
Bathtub.. ........ .... ........ .... ................................ ............
Drinking Fountain.....................................................
Floor Drain. ..... .................. ........:.... ....... ............ ........
Interceptors For Grease/Oll/Solids/Etc.................
Interceptors For Sand/Auto Wash/Etc............:......
Laundry Tub /Clotheswasher..... .... ...... ...... ..............
Clotheswasher - 3 Or More.....................................
Mobile Home Park Trap (1 Per Trailer).................. ..
Receptor For RefrigeratorjWater Station/Etc........
Receptor For Commercial Sinl</Dishwasher /Etc..
Shower. Single StaIL........................~......................
Shower. Gang..........................................................
Sink, Bar, .Commercial.............................................
Urinal. StalljWall.......................................................
Wash Basin/Lavatory. Single..................................
Water Closet. Public Installation.............................
Water Closet, Private.......:.......................................
Miscellaneous: .
.1-,
2
1
2
3
6
2
6
6
1
3
2
I/Head
2
2
1
6
4
\
"Z--
....
TOTAL FIXTURE UNITS
=
4
'2.
...
'2.
<{,
\9.
Based on assessed value. If improvements occurred after annexation date in table,
CREDIT CALCULATION TABLE:
calculate credtts separates.
I
I
Year
. Annexed
Rate per $1,000
Assessed Value
Year
Annexed
Rate per SI.000
Assessed Value
1985
1986
1987
1988
1989
1990
1979 or before $2.66
1980 2.64
1981 2.53
.,1982 2.41
. . 1983 2.19
1984 2.04
Nt> \.l.... \>-l.FO - ~'!<T. VA\-U><:. '" 1\ \"Z. ,,,,"00
Credtt for Parcel or Land Only If Applicable "Z , c.. (" X $ \ -z. ' 5
(Rate X Assessed Value)
X $
(Rate X Assessed Value)
CREDIT TOTAL
,??'2.2,
. ImprClvement (If after annexation date)
=
= S ~~'2.S
RUNOFF COEFFICIENTS FOR STORM DRAINAGE
ResidentiaL.... ................... .................. ..... ........ 0.4
CommerciaL.................................................... 0.9
IndustriaL.... ........................... .... ......... ........ ..... 0.45
Governmental......... .......... ................ ........ ........ 0.5
IMPERVIOUS AREA = TOTAL LOT SIZE X RUNOFF COEFFICIENT
$1.69
1.35
1.15
0.92
0.59
0.23
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