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Home My WebLink AboutPermit Plumbing 2006-3-2 _"..A......'Ol\D. wrL.. ' Status: Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line SITE ADDRESS: 1300 ANDERSON LN ASSESSOR'S PARCEL NO.: 1703284002808 CITY OF SPRINGFIELD' Building/Combination Permit PERMIT NO: COM2006-00256 ISSUED: 03/02/2006 APPLIED: 03/02/2006 EXPIRES: 09/02/2006 VALUE: Springfield TYPE OF Plumbing Only TYPE OF USE: New Residential PROJECT DESCRIPTION: Drywell for existing residence I CONTRACTOR INFORMATION I Contractor fA TTENTION: OregonJ!.j~~n~ir Expiration Date Phone ADAM WAYNE STEF^~EJ{N rules adopted 1:J~~~2~ra,",e~s_y,~~.Qij/29/2006 I B'UThu'iNGJNiaRMAT'IDNJlles a~~.s~'f~[:rh 0090 Yi . ~v. v (. 1/ uugh OAR 952-001 c~o~s~~r~~r obtain copies of the rUIJso~~ize: ntM~~j,Wf center. (Note: the telePho~~ 1ft 1st Floor: Type 9--(H~~~ Oregon Utility Notificat fhFt 2nd Floor: Waten~ IS 1-800-332-2344). q Ft Basement: Range Type: Sq Ft Garage/Carport Energy Path: Sq Ft Other: Sprinkled nla Occupant Load: Owner: ADAM STEFANEK Address: 1300 ANDERSON LN SPRINGFIELD OR 97477 Contractor Type General .. # of Units: Primary Occupancy Group: Secondary Occupancy Yrimary Construction Type Secondary Construction # of Bedrooms: Front yard Setback: Side 1 Setback: Side 2 Setback: Rearyard Setback: Solar Setbacks: " Street Storm Sewer Available: Special Instruction: Notes: Description Type of Construction Phone Number: 541-510-1801 R-3 VN I DEVELOPMENT INFORMATION I REQUIRED PARKING Overlay Dist: Total: # Street Trees Handicapped: Paved Drive Rqd: Compact: fflYffM~overage: E 'f THE WORK THIS PER~\~ ~n~~l ~~~ pCC"ft\T tS NOT PUBLIAtt BANDONEO fOR ANY 180 DAY PER\OO. Sidewalk Type: DownspoutslDrains I Valuation Description' $ Per Sq Ft or multiplier Square Footage or Bid Amount Value Date Calculated 1 of 2 Status: Issued CITY OF SPRINGf11ELD". Building/Combination Permit PERMIT NO: COM2006-00256 ISSUED: 03/02/2006 APPLIED: 03/02/2006 EXPIRES: 09/02/2006 VALUE: 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Total Value of Project Fees Paid I Fee Description + 10% Administrative Fee + 8% State Surcharge Fixture Minimum/Adjustment Plumbing Amount Paid Date Paid $4.50 $3.60 $14.00 $31.00 3/2/06 3/2/06 3/2/06 3/2/06 Receipt Number 1200600000000000236 1200600000000000236 1200600000000000236 1200600000000000236 '. r Total Amount $53.10 I Plan Reviews I Public Works Review 03/02/2006 03/02/2006 APP CAS To Request an inspection call the 24 hour recording at 726-3769. All inspection requested before 7:00 a.m. will be made the same working day, inspections requested after 7:00 a.m. will be made the following work day. 'r r Drywell: Engineered Drywell is Required. Provide the City with a copy of the DEQ application to keep on file. By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that all information hereon is true and correct, and I further certify that any and all work performed shall be done in accordance , with the Ordinances of the City of Springfield and the Laws of the State of Oregon pertaining to the work described herein, and that NO OCCUPANCY will be made of any structure without permission of the Community Services Division, Building Safety. I further certify that only contractors and employees who are in compliance with ORS 701.005 will be used on this project. I further agree to ensure that all required inspections are requested at the proper time, that each address is readable from the street, that the permit card is located at the front of the property, and the approved set of plans will remain on the site at all times during construction. o(!ff;~tor~ ~-'"1--0b Date 2 of 2 \,~) , , 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone rity of Springfield Official Receipt Nelopment Services Department Public Works Department " Job/Journal Number " C9M2006-00256 ': CpM2006-00256 COM2006-00256 , SOM2006-00256 , P~yments: ,TyPe of Payment C,heck ~)') ,) :\ '.; " ~ )\" q '! .I ~ .:. ;J' ~. :! 'i ,.1 I '~' 17 3/2/2006 RECEIPT #: 1200600000000000236 l Date: 03/02/2006 Description + 8% State Surcharge + 10% Administrative Fee Fixture Minimum! Adjustment Plumbing Paid By Received By STEF ANEK CONSTRUCTION djb LLC 1 of 1 Item Total: Check Number Authorization Batch Number Number How Received 5736 In Person Payment Total: 3:04:52PM Amount Due 3.60 4.50 ' 14.00 31.00: $53.10 Amount Paid $53.10 $53.10 .. LOGGING ENG INTEL 1)416838144 02/27 106 17:06 NO.658 01/02 L.cioGlNG/E:~iNt~NG INfERtAAll0N~d 'INC': ~.' /' , ' , . I. " I I , " , I, 'r""." , '-11 / , f , ' . .. J 11,!..j , II / :' .' I ", i,' ,," .- GREG J, ~AN" ~;E:'. DALI::AS C,H~MPH'ILL, RE. ,. t~~\ " C.\ &(t1'\ 5 I (].., I 1s'() \ \, F.l?biuar'y 24,,2006' ( Mr. Adam Stt:ifanek- .~ 300 And~r-SOR,l.aM' .. S'ptin!Jfi8ld, or.egon 97471 , I " ,pear ,AdAm, , ,/ ,/ , "RE'!:stormW!3fer1Afiltrkttot}system(brywelbDe~lgn; ,'r' "..", .. "'AsS'esSor~slVlap17':03~i~40 Tax Lot 2808: Parceli1 .' '-..,,' "'," --,,'~prt~bfiel~(LaneFou~tYl Orego,n .., .........~' 4'" ,...". ',' ,:' , ' ;' ',' . -' '.I ". ' '...>~~.ofaln;!gell,rn~rVioU$ Al;ea: Rdof o~ proposed structur,e, ~'X 2e:, 26'>< ZG' (6{1'2,pitCl:1)~ 2,OO9ft2;, /i ,Tit".;! :~,,_:m.~n..,J.ti.n,conseNati"" O$sU~~ion br1 ~ min~",s- - - , .: 1 , , ':' . ,," ." ' I, ' , ' "If ,. I '. '.' ", Rilinfidl :lritensity: t.6inlnr. Taken from OTAK R~infa\llntet'1s(ty, Duration,' aria He'quency'wrVes ,', \ , ' ' "", , ' ' , for Eu~ne/Spting'field, Oregon I" ,,' ' , ' " , 'r' ,/' ,', ' ,'" " " ,I ", ,"" ""$Olr1ype: ' Ma,lapon-UrbR3n COI:npl~x w.ith aj;onserva~~~ pe~ulation rateIOfO.20j(!1trr'lr,rat~/ta,kEm: from SoH Survey of Lan~ Country, US Department ~f-Agricultur~, Soil GonserV<;rtior:rservice. , , '; f'" ' Minimum s~onnWater R"et~ntfon System Dimensions: ,5.3')( 5/fX 5','139.5 ~~.' ,!' '. '... "'- , /, ' ' ( " ' .. , ' /" 1.. " RO'ck.VoJd Rate: 30%'fqr ope'~J.gr~ded crush~ r~ck. ". "'..... -- ,.... ,j, , '..' ", .".', p;~v~ntatlve M8intenance:J',$tre~ns s1:Jali be placed'6n downspout rnt.al<es':to' ;r;"te"'~nt roof s~iment and debris fromentetingsystem. .....-,...., ., '-.." ,',"",,' - .''''./ . . / Attaclled isaj)'-Pical StQrmwaf\~r R~entfon Syster'n drawih'i;f: ,~ -_.' . - -.. ~ ./ '. , . .,r" 'If ~ou ha:v~ aFly.qu~tjO~S, please do not hesitat(:! to osil or ernail. Thank ,yo0. ;.., . .....r... - ..., . /' . ., .) 'If' ~-". " ' , " , ,~ . ,5.2)20 . ' ' "\%~ tG.9N'~" ~f:.U4i:~Y ',,,, ,,0; ~ , 'to J. Z~~,~ '\tXPtR~~ION DAiE:~&j& 1 , " , ; I "I, II, ,r II II I.." ,1:1 i I" 'I' .",,, ~.' f .,." i , i I , 1'1 III ~/ I , " . .. /' ,'/, .I '''"'. 'I I: I '.' ,',~,4:3YVE,S"t'7T\< A~~!'4ue:, EU9E:NE.bRE.q~N 9?4b~i" u~~,r' 9A H383-S383, ,-FAX 54 1.6~3"8J44 .: Www,~hNGk:b~ ... ,I'j'" ,', l' I' II I,' , I, i:' ;i , .I }',' ; , ,I i .'~. I, l' \ " ' ,,' ,I ~; - "~OGGING ENG INTEL ';416838144 02/27 '06 17:06 NO.658 02/02 ~ ~ r ROOF DOWNSPOUT HOUSE '/ / ' ~ ' / / ///////, -r-- \ ~ L F{OOF DOWNSPOUT CATCH BASIN / (YARD DRAIN) 1" CAPPED PVC OR OTHER MEANS FLUSH WITH SURFACE FILL WITH 1,5-3" OPEN CRUSHED DRAIN ROCK 5.3FT M'~l-- ?1 CJJ TI -l ~ ;Z DRY WELL PLAN VIEW ? - / ROOF DOWNSPOUT I' HOUSE ~ I' -< : \. \... r;-;~ "- MIN, 4" DIA. PVC PIPE 1" CAPPED PVC OR OTHER MEANS FLUSH WITH SURFACE F.r.- -j TOPSOIL I t I{' 4" OIA N ~!!t:...,.p€RF FOR~ - FLOW ,...,..y FINE MESH SCREEN __ . I , CATCH BASIN (YARD DRAIN) LINE INTERNAL WALLS .J , WITH ~L TeR FABRIC 5' 15FT MIN. OVERFLOW NOTES; 1. OVER FLOW TO PIPED SYSTEM, WEEP PiPe, OR OISPERSAL TRENCH. 2. DISPERSAL TRENCH SHALL BE USED ONLY IF NO CONVEYANCE SYSTEM IS AVAILABLE. ' 3. DISPERSAL WATER MAY NOT EXCEED PREDEVELOPMENT LIMITS OR ADVERSELY AFFECT ADJOINING PROPERTY. DRY WELL SECTION VIEW ADAM STEFANEK ASSESSOR'S MAP 17 -o3~28-40 TAX LOT 2808 PARCEL 1 TYPICAL DRYWELL INFILRATION SYSTEM DRYWELL SIZING Name Address Setback from Buildings, ft Setback from Property Line, ft Building Length, ft Building Width, ft .~ Overhang, ft .* Roof Slope Roof-Slope Factor 'f- Roof Area, sf, Qc, inches per day Vr, void ratio Ow, depth, ft. Do, cover, ft f, infiltration rate,in/hr ~ Drywell Area, sf: L, ft W, ft V, cf Draw Down Time, hr: Adam 1300 Anderson 1,0 (min. 10ft) 10 (min. 10 ft) 32,56 50 1 normally 2 feet , 6 in 12 1.118 2009.18 0.25 (min .25) 0,3 (max .3) 5 (normally 4 feet) 1 (min. 1 foot) 0.2 (min. from Soils Book or Perc Test) 27.9 5.3 5.3 139.5 23,8 <24, ok 2/8/2006