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Home My WebLink AboutPermit Building 2008-8-20 -~~ Status Issued CITY OF ~t'Kll~\.JFIELD' Building/Combination Permit PERMIT NO: COM2008-01165 ISSUED: 08/20/2008 APPLIED. 08/06/2008 EXPIRES. 0212012009 VALUE: $ 184,89000 225 Fifth Street, Spnngfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769Inspechon Lme SITE ADDRESS 1839 S 57TH ST ASSESSOR'S PARCEL NO 1802033210100 SPRINGFIETYPE OF WORK Smgle FamIly ReSIdence TYPE OF USE New ReSldenhal PROJECT DESCRIPTION Smgle FamIly ReSIdence, Lot 240 Jasper Meadows Same as 5748 Mmerdl Way Owner HA YDEN HOMES LLC Address 2464 SW GLACIER PL REDMOND OR 97756 Phone Number 541-228-6935 I CONTRACTO~ INFORMA T10N I Contractor Type General Electncal MechaDlcal Plumhmg Contractor LIcense HA YDEN ENTERPRISES ~ \0 92208 TOP NOTCH ELECTRIC INC U\Ie'& 'l0\)\\\\\'l~2366 PACIFIC AIR COMFORT~e~le~O(\se\\O .237 PLUMBING PLU,~~O~ b'l \"e..\eS e.~ o.'6~.Q~ ~2 ~~~ . '-"hDiN'~it:~~H6N' "~""tu'" ~ !U" ,,,". '''iiii-" \O"O:cll':\ot\ ~<)\.()~~~. co~\oi."e ~:;I.;\\G'3.\\u', ~~~~~\t\~~1 b~'}~' 190~ ~$\~ We \"A~. ~'?jf~ Forced AIr Gas cA'ltt\Oet \ot ~e~ll;r Type Gas ~ ce('i. Range Type 3 Energy Path Sprmkled BUIld 109 Expiration Date 07/29/2009 0912812008 03/25/2010 05/1012009 Phone 541-228-1081 541-317-1998 541-672-95 I 0 541-926-3190 # of Umts Pnmary Occupancy Group Secondary Occupancy Group Pnmary Construchon Type Seconda'1 ConstructIOn Type # of Bedrooms Lot SIZe Sq Ft 1st Floor 1,579 Sq Ft 2nd Floor Sq Ft Basement Sq Ft Gardge/Carport 400 Sq Ft Other Occupant Load No Frontyard Setback S,de I Setback SIde 2 Setback Rearydrd Setback Solar Sethacks REQUIRED PARKING Overlay Dlst Total 2 # Street Trees Rqd 2 ~Ha~~ed Paved Dnve Rqd Yes '1.'\\$"\ % of Lot Coverage 37 60 ~ (\ W ~~~ ~ !;:j~ <f~ 1<t~ f<l. ~ I PUBLIC IMPROYEMENTS, ~~'!:~<(. ~~~<;>~~... Fullv Improved ~\~-<;~",~~~~'Xe Yes ~~ 'ilS <?~ ~\ll~~'::~rams Storm water to curb & gutter ,\'0 ~~\:j &.~'\J \.~~ ~\) ~~ ~ <;>'?' ,,10 ~ ,~ ~ I DEVELOPMENTlNFORMATlON I 10 00 1290 660 1980 500 Street Improvements Storm Sewer A vatlable SpecIal InstructIOn CurhSlde 7' Curb and Gutter Notes Pal!e I of 4 -~~ Status Issued 225 F,fth Street, Spnngfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 InspectIOn Lme DescrIotlOn Tvpe of Construcholl A C - ReSlden Dwelhn2s Caral!e AC - ReSldenhal V Wood Frame Caraee Fee DescnptlOn -Mech Iss 2+ Apphances- + 10% AdmmlStrahve Fee + 12% Stdte Surcharge + 5% Technology Fee 2 Baths One or Two FamIly Addressmg ASSIgnment Apphance Vent Botler/Comp Up To 100,000 btu Butldmg PermIt Dryer Vent Exhaust Hoods FIre SF Fee - ReSldenhal Furnace - up to 100,000 btu Cas Outlets 1-4 Plan RevIew MaJor - Plannmg Plan RevIew Resldenhal ReSldellce WIrIng 1000 Sq Ft ReSIdence WIrIng Ea Addtl 500 SaDltdry Sewer - Improvement SaDlt.. y Sewer - ReImbursement SDC MWMC AdmmlStratlOn SDC MWMC Improvement SDC MWMC Reimbursement SDC SaDltary/Storm Admm SDC Transpo ReImbursement SDC TrdnsportatlOn Admm Storm Dramage ImpervIOus Area Storm Sewer Each AddtllOO' Temp Power 200 amps or less Vent Fan Wlllamalane Smgle Family Total Amount PaId I Valuation Des~rlDtlon I $ Per Sq Ft or multIplier $500 $10500 $28 00 Squdre Footage or B,d Amount 1,579 00 1,57900 400 00 Totdl Value of ProJect F'pp<. p~~ Amount P..d $40 00 $16141 $18182 $8631 $280 00 $35 00 $700 $1400 $927 14 $700 $1000 $98 95 $1400 $500 $21100 $602 64 $11700 $42 00 $504 88 $663 96 $1000 $1,00917 $97 90 $15549 $201 54 $1499 $922 /9 $1600 $55 00 $2100 $2,5 I3 00 $9,025 39 Date PaId 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8/20/08 8120/08 8120/08 8/20/08 8120/08 8/20/08 8/20/08 8/20/08 8120/08 8/20/08 8/20/08 8/20/08 8/20/08 8120/08 8/20/08 8120/08 8120108 8/20/08 8120/08 8120/08 Paee 2 of4 CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO' COM2008-01165 ISSUED 08/20/2008 APPLIED: 08/06/2008 EXPIRES: 02/20/2009 VALUE $ 184,890.00 Value Date Calculated $7,89500 $165,79500 $11,20000 $184,890 00 08/06/2008 08/06/2008 08/06/2008 ReceIpt Nllmber 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 1200800000000000890 CITY OF ~rKm\.Jl'IELD. Building/Combination Permit Status Issued PERMIT NO ISSUED' APPLIED. EXPIRES: VALUE. COM2008-01l65 08/20/2008 08/06/2008 02/20/2009 $ 184,890.00 225 FIfth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 F dX 541-726-3769 InspectIOn Lme Plan Reviews. , Plannml! Review Pubhc Works Review Structurdl Review 08/06/2008 08/06/2008 08/06/2008 08/0612008 08/06/2008 08/06/2008 APP APP APP TAJ LKW DLM Storm water to curb & gutter See documents for Plan review comments To Request an mspectlOn call the 24 hour recordmg at 726-3769. All inspectIons requested before 7:00 a.m. will be made the same working day, inspectIons requested after 7.00 a m Will be made the followmg work day. I Rpnlllrpr! I~ EroslOn/Gradmg InspectIOn Prior to ground dIsturbance and after erosIOn measures are mstalled S,dewalk - CurbSIde After forms are erected but pnor to placement of concrete Curbcut - Standard After forms are erected but prIOr to placement of concrete Ufer Electrical Ground Instdll ground rod at footmg and call for mspectlOn m conJunctlO1I wIth footmg and/or foundatIOn mspectlOn Footmg After trenches are excavated FoundatIOn After forms are erected but prior to concrete placement Post and Beam Prior to floor msulatlOn or deckmg Floor Insulahon Prior to deckmg Shear Wall Nalhng Before covermg sheathmg wIth fiDlsh materials FramIng InspectIOn Pnor to cover .md dUer all rough m inspectIOns have been approved W dll InsulatIOn Prior to cover Ceiling Insulation Pnor to cover Drywall Prior to tdpmg Hold Downs Installed SpecIal InspectIOn performed prior to placement of concrete ProVIde report to CIty Buddmg Inspector Fmal Buddmg After all reqUIred mspectlOns have heen requested and approved and the bUlldmg IS complete Underfloor Plumbmg Prior to msulatlOn or deckmg Underfloor Dram Prior to cover or placement of concrete Rough Plumbmg Prior to cover and mcludmg reqUIred testmg Water Lme Prior to tilhng trench and mcludmg reqUIred testmg SaDltary Sewer Lme Prior to tilling trench and mcludmg reqUIred teshng Storm Sewer Lme Prior to tilhng trench Pal!e 3 of 4 CITY OF SPRINGFIELD Building/Combination Permit Status Issued PERMIT NO: COM2008-01165 ISSUED: 08/20/2008 APPLIED: 08/06/2008 EXPIRES: 02/20/2009 VALUE: $ 184,89000 225 FIfth Street, Sprmgfield, OR 541-726-3753 Phone 541- 726-3676 Fax 541-726-3769 InspectIOn Lme Fmal Plumhmg When all plumbmg work IS complete Underlloor MechaDlcal Prior to msulahon or deckmg and mcludmg requIred testmg Underlloor Gas After hne IS mstalled and reqUIred testmg and cdpped If not attached to an apphance Rough Gas After hne IS mstalled and reqUIred testmg and capped If not attached to an apphance Gas ServIce After hne IS mstalled and hne has been connected to a mlDlmum of one apphance mcludmg reqUIred testmg Presure test done at thIS pomt Rough MechaDlcal Prior to Cover Fmal Gas When dll gas work IS complete Fmal MechaDlcal When all mechaDlcal work IS complete Tempordry ElectriC Approval reqUired prior to Uhhty Compdny energlzmg pole ROllgh ElectriC Prior to Cover ElectriC ServIce Approval reqUIred prior to uhhty company energIZIng servIce Fmal ElectriC When all electrical work IS complete By SIgnature, I state and agree, thdt I have carefully exammed the completed apphcahon and do hereby cerhfy that all mformatlon hereon IS true and correct, and I further cerhfy that any and all work performed shall be done m dccordance wIth the Ordmallces of the CIty of Sprmgfield and the Ldws of the Stdte of Oregon pertammg to the work deSCribed herem, and that NO OCCUPANCY WIll be made of dny structure wIthout permIssIOn of the CommuDlty ServIces DIVISIon, Bulldmg Safety I further certlf} that only contrdctors and employees who are m comphance wIth ORS 701 005 will he used on thIS proJect I furthel dgree to ensure thdt dll reqUIred mspechons are requested dt the proper hme, thdt each address IS readable from the street, that the permIt cdrd IS located at the front of the property, and the dpproved set of pldns will remam on the SIte at all times dunng constructIOn - /.,-//)./#/k Owner or Contr;ctors S~gnatu;e C- 'j"-c9o- 08"" Date Pal!e 4 of4 ~ . - 1:2 1 ": ~;;pT'C:OF SPRIN0FIELP, O~QQN -" "" 4",.,.. ~_ _ :;:. '_ - ~ "" "" '. ~ i ~",~ '" JiI" SPRINGPIELD ZON \ [LV) . ~ INITIALS~'\;@\ _ DATE p!-'Io-W .::: 1ft SOURCE-~\ ~ f'-- 225 FIFTH STREET. SPRINGFIELD, OR 97477 . PH (';41)726-37S3 . FAX (541)726-3689 ELECTRICAL P~1T ~LICATION City Job Number l 'PJ- \ \ \rK..J 1 LOCATION OF INSTALLATION: - ----------- -- '-~--_. 16.~ s f)'\~ 0i LEGAL DESCRIPTION ) JEiPtl~?{). \n\()( >OB ~""'u,~ ~ \q 11 ~~:l~~ra~e~~~~f~k~ not started wlthm 180 days of ISsuance or If work IS Suspended for 180 days CIty f3-evd ExpIratIOn Date .2.r'Jn Of SIgnature of Supervlsmg Electnclan 06/-iJ)!..A- ~/~.AnJ7 17. - U - ~ Owners NaIi.>e~ Addre~ c9.'-4 \d\- City II(Qr\ ,V\~ OWNER INSTALLATION The mstallatlon IS bemg made on property I own which IS not mtended for sale, lease or rent Owners Signature Inspection Request 726-3769 Date :8' 'tn-D'g' 3 'COMPLETE FEE SCHEDULE BELOW A New Resldentlal- Smgle or Multi-Family per d"elhng UDlL - . dJ ServIce Included t $ I 17 00 I ( 1 ' A $2] 00 L\1Jf) 1000 sq ft or less Each addItIonal 500 sq ft or portIOn thereof Each Manufact'd Home or Modular Dwelhng ServIce or Feeder 9ver 600 Amps or 1000 Volts see "B" above D I Branch CircUits \ ---- TOTAL $55 00 $ 7000 $ 83 00 $13800 $18000 $41300 $ 55 00 $ 55 00 $ 76 00 $1 JO 00 ~~.cd 2 ,CONTRAITOR INSTALLATION ONLY B ServIces or Feeders - InstallatIOn, AlteratIons or RelocatIOn t . __ .__ _ __.'_ ElectrIcal Contractor ~ I\lo*c~ ;=-Iec 200 Amps or less 201 Amps to 400 Amps Address dO x--r; (' (J\/J C + 401 Amps{fl~Q(M.mps ~W~ W, WOO Amps Phone ~~ 31.~{ett?\~~b~SNolts \\~~ \,~,,-\11~~ ~~~~~ ~~~~{)~t n y Supervisor LIcense Number ~~~l"~~ C"- ~ ~C~r: ,Temporary ServIces or Feeders CC~~~~- ~ yto?' ExpiratIOn Date ;)00 9 tJ;'\'l ,?II) ~ Installation, AlteratIon or RelocatIOn 200 Amps or less Constr Contr Number /7;) 3bc:' 201 Amps to 400 Amps 40 I Amps to 600 Amps New Alteration or ExtenSIOn Per Panel One CIrCUIt Each AddItIonal CIrCUIt or WIth 0 Service or Feeder PermIt '10\) ~ I $ 400 _ ~,e' ~ \)\\~~ _ ~ \() Un i( E _ ~lIscellane~~~~c1Uded) -Each InstallatIOn '1 vJ a I Ai . =... O,e~(l 0 '0'1 ~ ~\e'O t>'i' 9J'O ~e'O ~ Phone~ ,~.) ~~~o~~'Oel)~~O~<<,e'~n~e $5500 "~'~~~~~bQ\e'O~e\e\~~r~O(\ $ 55 00 ,o\\~,\~~~\~CMlj\\'l ~~-. $ 28 00 ~~~d~~~t~V' $5000 J1'6tiD~~'\'.ei'!liiilspect!~ Fee IS $50 00 + Surcharges 4 (~ebFABOVE 2/4 6-0 12% State Surcharge 2 :~ ~ 15 10% Admmlstratlve Fee 7:- i. ~ 0 5% Technology Fee / !> . ?o 22/.76 Shared Dnve(T )/Buddmg FormslElectncal Permit Apphcallon 1...()8 doc $ 48 00 " CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET JOURNAL OR JOB NUMBER COM2008-01165 NAME OR COMPANY Havden Homes LOCATION 1839 S 57th r AX LOT NUMBER 1802033210 100 DEVELOPMENT TYPE Smgle Family Residence NEW DWLLLlNG UNITS I BUILDING SIZE (SF 1979 LOT SIZE (SF) I STORM DRAINAGE 5227 I~ 10 I~ I~ ,I- if! G ~ DIRECT RUNOFF TO CITY STORM SYSTEM 1 IMPERVIOUS SF, 1 COST PER S F CHARGE 1 258500 1 $0357 1 = 1 $92219 1 RUNOFF ROUTeD 1 0 DRYWELL DESIGNED AND CONSTRUCTED TO CITY S r ANDARDS 1 IMPERVIOUS S F I x I COST PER S Fix I DISCOUNT RATE I I 1 000 I I $0357 I I 50% ~ I DISCOUNT $000 ITEM I TOTAL - STORM DRAINAGE SDC 2 SANITARY Sr:WER - CITY $922 t 9 $922 19 11070 A REIMBURSEMENT COST I NUMBER OF DFU's I 24 I B IMPROVEMENT COST 1 NUMBER OF DFU's I x I 24 1 x COST PER DFU $27 67 $663 96 1091 COST PER DFU $2104 $504 88 I 11092 I ITEM 2 TOTAL - CITY SANITARY SEWER SDC ~ , $1,t6884 3 1 RANSPORTA nON A REIMBURSEMENT COST I ADT TRIP RATE I x I NUMBER OF UNITS I x I COST PER TRIP , INCW TRIP FACTORI I 957 I 1 I 1 I 2106 I 100 , $201 54 11093 B IMPROVEMENT COST I I ADT TRIP RATE I x 1 NUMBER OF UNITS 1 x I COST PER TRIP x INEWTRlPFACTORI I 957 I I I I I $92 89 I 100 $000 11094 ITEM 3 TOTAL- TRANSPORTATION SDC = , $201 54 JI 4 SANITARV SEWER - MWMC l A REIMBURSEMLNT COST INUMBCR OF FEU's 1 x ICOST PER FEU L I I I $97 90 = $97 90 1054 B IMPROVEMENT COST INUMBER OF FEU's I x ICOST PER fEU 1 I I 1 $1,00917 = $1,00917 105) MWMC CREDIT IF APPLICABLE (SEE REVERSE) $000 1054 MWMC ADMINISTRATIVE FEE $10 00 1056 ITEM 4 TOTAL - MWMC SANITARY SEWER SDC = , $1,11707 SUBTOTAL (ADD ITEMS I, 2, 3, & 4) ~ , $3,40964 5 ADMINISTRATIVE FEE I SUBTOTAL x f ADM FEE RATE I~ CHARGE 1 $3,409 64 5% I $17048 TOTAL SANITARY ADMINISTRATION FEE 15549 [1079 TOTAL TRANSPORTATION ADMINISTRATION FEE $1499 1078 ---- II Kaye Wilson 8/6/2008 TOTAL SDC CHARGES =l $3,580 12 PREPARED BY DATE I DRAINAGE FIXTURE UNIT (DFU) CALCULA nON TABLE NUMBER OF NEW FIX11JRES x UNIT EQUIVALENT"" DRAINAGE FIXTIJRE UNITS II (NOTE FOR REMODELS CALCULATE ONLY THE NET ADDITIONAL FlXTURES) NO OF FlXTURLS DRAINAGE UNIT FIXTURE FIXTURE TYPE NEW OLD EOUIV ALENT UNITS rBATHTUB 2 0 3 = 6 [DRINKING FOUNTAIN 0 0 1 = 0 [FLOOR DRAIN 0 0 3 = 0 [INTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC 0 0 3 = 0 [INTERCEPTORS FOR SAND / AUTO WASH / ETC 0 0 6 = 0 [LAUNDRY TUB 0 0 2 = 0 [CLOTHESW ASHER / MOP SINK 1 0 3 = 3 ICLOTHESW ASHER - 3 OR MORE (EA) 0 0 6 = 0 MOBILE HOME PARK TRAP (I PER I RAILER) 0 0 12 0 [RECEPTOR FOR REFRlG / WATER STATION i ETC 0 0 1 = 0 [RECEPTOR FOR COM SINK / DISHWASHER / ETC 1 0 3 = 3 [SHOWER SINGLE STALL 0 0 2 = 0 SHOWER GANG (NUMBER OF HEADSl. 0 0 2 = 0 SINK COMMERCIAURESIDENTlAL KITCHEN 1 0 3 = 3 SINK COMMERCIAL BAR 0 0 2 = 0 SINK WASH BASlNillOUBLE LAVATORY 1 0 2 = 2 [SINK SINGLE LAVATORYIRESIDENTIAL BAR 1 0 1 = 1 \URINAL, STALL / WALL 0 0 5 = 0 TOILCT, PUBLIC INST ALLA TION 0 0 6 = 0 lTOILEr, PRIVAfb INS lALLATION 2 0 3 = 6 MISCELLANEOUS DFU TYPE NUMBER OF EDU'S 20 = 0 TOTAL DRAINAGE FIXTURE UNITS 24 ~.I:.DU (EqUivalent Dwelling; Umt) IS a dlSChar~ eqUivalent to a single family dwel~20 DFU's) set at 167 gallons per day MWMC CREDIT CALCULA nON TABLE BASED ON COUNTY ASSESSED VALUE 'I ..----- CREDIT RATE/$\,OOO II 1 YEAR ANNEXED ASSESSED VALUE IS LAND ELGIBLE FOR ANNEXATION CREDIT" 2 I BEFORE 1979 $529 (Enter I for Yes, 2 for No) ,I [ 1979 $529 IS IMPROVEMENT ELGIBLE FOR ANNEX CREDIT" 2 [ 1980 $519 (Enter I for Yes, 2 for No) I [ 1981 $512 BASE YEAR 2005 [ 1982 $498 I I ]983 $480 CREDIT FOR LAND (IF APPLICABLE) I I 1984 $463 VALUE /1000 CREDIT RATE I 1985 $440 $000 x $000 ~, $000 I I 1986 $4 07 I [ 1987 $367 CREDIT fOR IMPROVEMENT (IF AFTER ANNEXATION) I 1988 $322 VALUE /1000 CREDIT RATE I [ 1989 $273 $000 x $000 0 [ I 1990 $225 I I 1991 $180 I 1992 $159 TOTAL MWMC CREDIT = $000 I [ 1993 $145 [ 1994 $125 I 1995 $109 I 1996 $092 I 1997 $072 1998 $048 [ 1999 $028 I 2000 $009 I 2001 $005 CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET JOURNAL OR JOB NUMBER COM2oo8-01l65 NAME OR COMPANY Hayden Homes LOCATION 1839 S 57th TAX LO I NUMBER 1802033210 100 DEVELOPMENT TYPE Smgle family ReSidence NEW DWELLING UNITS I BUILDING SIZE (SF 1979 LOT SIZE (SF) 1 STORM DRAINAGE DIRECT RUNOFf 1 0 CITY STORM SYS I EM I IMPLR VIOUS SF, 1 COS r PER S F CHARGE I 2585 DO I $0 357 I ~ I $922 19 I RUNOfr ROUTED 10 DRYWI:LL DESIGNED AND CONSTRUC rED TO CI I Y STANDARDS I IMPERVIOUS S F I, COST PER S F I, I DISCOUNT RATE I I DISCOUNT 1 0 DO I $0357 I I 50% I ~ I $000 ITEM f TOTAL-STORM DRAINAGESDC I $92219 2 SANII ARY Sr.WI~R - f:ITY A REIMBURSEMENT COST I NUMBE~40F DFU's I B IMPROVEMENT COST I NUMBER OF DFU's I I 24 ~[ lu..l ,1-0 16 ~ 5227 $922 t9 1070 , COST PER DFU $27 67 1091 $663 96 , COST PER DFU $2104 $504 88 11092 I 3 1 RANSP()Rl A liON ITEM 2 TOTAL - CITY SANITARY SEWER SDC ~ , $1,16884 A REIMBURSEMI:NTCOST I ADrTRIPRATE I , I 957 I B IMPROVEMENT COST I ADT TRJP RATE I I 957 I I NUMBER OF UNI1S I , I I I I , INEW TRIP FACTOR I I I DO I COST PER TRJP 2106 $20 I 54 I 1093 I $888 98 I 1094 J , I NUMBER OF UNITS I x I I 1 I = , COST PER TRJP $92 89 $1,09052 x INEW TRIP FACTORI I 100 I ~ , 4 SANITARY SEWER - MWMC ITEM 3 TOTAL - TRANSPORT A nON SDC A REIMBURSEMENT COST /NUMBER OF FEU's I x I I I B IMPROVEMENT COST INUMBER OF FEU's I x I 1 I ICOST PER FEU I $97 90 $97 90 1054 = ICOST PER FEU I $1,00917 = $1.00917 11055 $000 I 1054 $1000 ,1056 ~ I $1,11707 I ~I $4,298 62 I I~ CHARGE I $21493 14126 1079 , $73 67 11078 TOTAL SDC CHARGES =1 $4,513 55 MWMC CREDIT IF APPLICABLE (SEE REVERSE) MWMC ADMINISTRATNE fEE ITEM 4 TOTAL - MWMC SANITARY SEWER SDC 5 ADMINISTRATIVE FEE SUBTOTAL (ADD I rEMS 1,2,3, & 4) I SUBTOTAL x I ADM FEE RATE $4,298 62 I 5% TOTAL SANITARY ADMJNISTRATION FEE TOTAL TRANSPORTATION ADMINISTRATION FEE Kaye Wilson PREPARED BY 8/6/2008 DATE DRAINAGE FIXTURE UNIT (DFU) CALCULATION TABLE NUMBER OF NEW FIXTURES x UNIT EQUlV AU.N1 - DRAINAGE FIXTIJRl:: UNITS I (NOTE FOR REMODELS CALCULA 11: ONLY THE NET ADDITIONAL FIXTURES) NO OF HXTURl-.S DRAINAGE UNIT FIXTURE FIXTURE TYPE NEW OLD EQUIV ALENT UNITS IBAfHTUB 2 0 3 = 6 IDRINKING FOUNTAIN 0 0 1 = 0 IFLOOR DRAIN 0 0 3 = 0 IIN I bRCLProRS ~OR GREA~b / OIL / SOLIDS / ~lC 0 0 3 = 0 IINTERCbPTORS FOR SAND / AUTO WASH / ETC 0 0 6 = 0 [LAUNDRY TUB 0 0 2 = 0 ICLOTHrSWASfIJ:R / MOP SINK 1 0 3 = 3 ICLOTll~SWASII~R - 3 OR MORE (EA) 0 0 6 = 0 IMOBILI HOME PARK TRAP (I PbR TRAil I R) 0 0 12 = 0 I RECEPTOR FOR REFRlG / WATER STATION / ETC 0 0 1 = 0 [RECEP roR FOR COM SINK / DISHWASHER / ETC 1 0 3 = 3 [SHOWFR, SINGLE STALL 0 0 2 = 0 SHOWER, GANG (NUMBER OF HEADSt 0 0 2 = 0 [ SINK COMMERClAURESIDENTlAL KITCHEN 1 0 3 = 3 [ SINK COMMERCIAL BAR 0 0 2 = 0 I SINK WASH BASIN/DOUBLE LAVATORY 1 0 2 = 2 I SINK SINGLE LAVATORY/RESIDENTIAL BAR 1 0 1 = 1 [ URINAl. STALL / WALL 0 0 5 = 0 I TOILET. PUIlLlC INSTALLATION 0 0 6 = 0 :1 roILL!. PRIVAI~ INSTALLAIION 2 0 3 = 6 MISCELLANEOUS DFU TYPE NUMBER OF ~,DlfS 20 = 0 TOTAL DRAINAGE FIXTURE UNITS 24 _.EDU (EqUivalent Dwelhn~ VOlt) IS a dJc;char~e eQuivalent to a smnle family dwelhna- urut (20 DFU's) !oct at 1671!llllons per day , MWMC CREDIT CALCULATION TABLE BASED ON COUNTY ASSESSED VALUE r--- YEAR- I ANNEXED BEFORE 1979 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 CREDIT RATE/$I,OOO ASSESSED VALUE $529 $529 $519 $512 $498 $4 80 $463 $440 $407 $367 $322 $273 $225 $180 $159 $145 $125 $109 $092 $072 $048 $028 $009 $005 1 IS LAND ELGIBLE FOR ANNEXATION CREDIT? (bnler I for Yes. 2 for No) IS IMPROVEMENT ELGIBLE FOR ANNEX CREDIT? (bnter I for Yes 2 for No) BASE YEAR 2 2 2005 CREDIT FOR LAND (IF APPLICABLE) VALUE /1000 CREDIT RATE $000 x $000 ~ , $000 CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION) V ALOE /1000 CREDIT RATE $000 x $000 o TorAL MWMC CREDIT $000 225 FIfth Street Sprmgfield, Oregon 97477 541-726-3759 Phone 8~~!.I~~~S:LO, "I', ~, ...... - -~- - _. CIty of Sprmgfield OffiCIal ReceIpt Development ServIces Department PublIc Works Department Job/Journal Number COM2008-01165 COM2008-0 1165 COM2008-0 1165 COM2008-0 1165 COM2008-0 1165 COM2008-01165 COM2008-0 1165 COM2008-0 1165 COM2008-01l65 COM2008-0 1165 COM2008-0 1165 COM2008-0 1165 COM2008-0 1165 COM2008-01165 COM2008-0 1165 COM2008-0 1165 COM2008-0 1165 COM2008-0 1165 COM2008-0l165 COM2008-01l65 COM2008-01165 COM2008-0 1165 COM2008-0 1165 COM2008-0 1165 COM2008-0 1165 COM2008-0 1165 COM2008-0 1165 COM2008-0 1165 COM2008-0 1165 COM2008-0 1165 COM2008-01165 LDP2008-00 I 04 LDP2008-00 104 Payments Type of Payment Cred IlCard cRecemll RECEIPT #. 1200800000000000890 Date' 08/20/2008 Description Plan Review MaJor - Plannmg Stonn Dramage ImpervIOus Area Samtary Sewer - Reimbursement Samtary Sewer - Improvement SDC Transpo Reimbursement SDC MWMC Reimbursement SDC MWMC Improvement SDC MWMC AdmmlStratlOn Plan Review ReSidentIal Buildmg Penn It Addressmg Assignment Willamalane Smgle Family 2 Baths One or Two Family Stonn Sewer Each Addtl 100' Furnace - up to 100,000 btll BOller/Comp Up To 100,000 btu Vent Fan Appliance Vent Exhaust Hoods Dryer Vent Gas Outlets 1-4 -Mech Iss 2+ Appliances- Residence WIrIng 1000 Sq Ft Residence WIrIng Ea Addtl 500 Temp Power 200 amps or less Fire SF Fee - ResidentIal + 12% State Surcharge + 10% AdmmlStrallve Fee + 5% Technology Fee SDC Samtary/Stonn Admm SDC TransportatIOn Admm LDAP Short ronn + 5% Technology Fee Paid By HA YDEN HOMES Item Total {;heck Number AuthOrizatIOn Received By Batch Number Number How Received dJb 023646 In Person Pdyment Total Page I of I I 55 43PM Amount Due 21100 92219 663 96 504 88 20154 9790 1,00917 10 00 602 64 92714 3500 2,51300 28000 1600 1400 1400 2100 700 1000 700 500 4000 11700 4200 5500 9895 181 82 16141 8631 15549 1499 450 00 2250 $9,49789 Amount Paid $9,497 89 $9,497 89 8/2012008 vUII.L.U:.lVVU '.VJnm .I1V. LV J I I. I. II I J e~ y l"nginl"l"ring , K & A Engineering, Ine, 3327 Roanoke Ave., Eugene, OR 97408 , (541) 684-9399 Voice (541) 684-9358 FAX / Hayden Enterprises, Inc, 2464 SW Glacier Drive #110 Redmond, OR 97756 . , ,. 0 /I b) '~!J{/D . Project: 151.06 . June 26, 2008 LffM. Subject: Jasper Meadows subdivision--Lot 240 L r_ 1if'I :?lr",er, Springfield, OR ,f/zJ/ 5 57 Foundation Soils ItP ./ . PURPOSE AND SCOPE At your request, K & A Engineering, Inc, has completed a geotechnical investigation of the existing soils on the subject property. Our understanding is that a wood-framed single-family residence supported by a cast-in- place concrete spread footing foundation is proposed for construction on this site. The purpose of our investigation was to determine the suitability of the soils for construction of the proposed structure, and provide recommendations for construction 01 the foundation, The scope of our services is limited to general suitability with respect to bearing capacity and expansive soils. FOUNDATION PAD PREPARATION The project site is located on a residential lot in the Jasper Meadows subdivision on the west side of South 57" Street. The lot is mostly level and there are no apparent slope movement hazards. The original ground surface is low lying and is poorly drained. Based on the foundation pad excavation, native soils consist of approximately 8to 16-inches of dark brown/black, moist, moderately stiff, organic sill. over gray/orange, wet, moderately stiff, plastic clay mixed with decomposed sandstone, Foundation preparation involved constructing a level foundation pad on a subgrade consisting of native undisturbed soils. This required excavating and removing approximately 8 to 16.inches of dark brown organic . silt from the foundation pad area., After theexcavatiori and removal of the unsuijable soils, approximately 1.5 to 2,5'feet of %-inch'minus dense graded crushed aggregate was placed, graded, arid compacted on the foundation pad. This served to provide a uniform surtace for footing construction at the desired elevation, The fill materials were placed and then' compacted using a vibratory steel drum roller. . We tested thein-place density of the %-inch minus dense graded crushed aggregate fill and have determined that the average dry density exceeds 95-percent of maximum as determined by ASTM D698, The field test results are attached to this report, v~11. LV. .LVVO ':'VJMm I~V, LUJI I. IL/IJ K & A Engineering, Inc. SUMMARY AND RECOMMENDATIONS The project.site, as prepared, is suitable to support the proposed foundations. We recommend a design allowable bearing capacity of 2,OOO-pounds per square foot. . , The soils present a moderate shrink/swell hazard. Foundation loads should bear on undisturbed native silts a minimum depth of 36-inches below final grade around the perimeter foundation: The prepared foundation pad meets these recommendations. . Final grading around the foundation pad should raise the grade above the foundation using native or imported silts and should slope away from the foundation, We recommend approval of the foundation pad, as constructed, bV the building official, Thank you for the opportunity to be of selVice. Please call us if you have questions or need further assistance. Respectfully, Steve Schultz, E.LT. K & A Engineering, Inc. EXPIRES Client: Hayden Enterprises Jasper Meadows-LoI240, Springfield, OR Project: 151,06 Page 2 of 2 June 26, 2008 JUII,.LU. LVVU '.VJnlll I'V, LV.J I ,I, I.JI I.J . Density'of Soli and Soil-Aggregates In-Place ASTM D2922 and D3017 . Project: 151.06 SUe Address: Jasper Meadows--Lof 240 Permn No: Date: 6/25/2008 Density Test Tvpe ': DT-6 Operalor: SS Material Type: 3/4" (-) from Springfield Quarry I. Maximum Dry Denstty, pcl 128,0 I Standardization and Reference Check "'. Density - IStandard Deviationsl,IS.D,) 0.27 I'" Moisture, II (S.D:) . 0.6 Moist Dry Density, Density, Water Compaction, Test No. pct pel Content, % % 1 133.9 129,9 3.1 101.5% 2 134,7 131.4 2.5 102,7% 3 137.5 131.2 4.8 102,5% I I I ! ! Remarks J i i . I . , 1 Direct Transmission (DT) (specify deplh, in.) or Air Gap Backscatter (AGB) (specrtiy(T)ouchable Dr (U)ntouchable mode . I '1 I Average: Std, Dev.: I I 1 I 1 I I I 102,2% 0.65% Test performed using Seaman NuClear Corp model C.300, SN 21113 Client Hayden Enterprises, Inc. Project 151.06 K & A Englneering,lnc. 6/26/2008