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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 '1