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Home My WebLink AboutPermit Building 2000-11-15Job# 00-01559-01 RESIDENTIAL PERMIT City Of Springfield Gommunity Services Division Building Safety Page 1 of4 SPRINGF!ELD h, 225 North Fifth Street Springfield, OR97477 Location Of Proposed Site: 2359 00033rd St Spr AssessorsMap#: 17021943 Lot:66 Block: Addition Job Number: 00-01 559-01 Office:726-3759 lnspection Line: 726-3769 Tax Lot#: 06600 Subdivision : Ambleside ctTY oF SPRINGFTELD, OREGON Owner: Edwin Crutchfieild Address: 3583 Berkshire Scope Of Work: Single Family Residence Phone Number: City/State/Zip: New s41 -345-8000 Eugene, OR 97401 Vatue: $146,651 Contractor Type General Contr Electrical Contr Mechanical Contr Contractor Homestyles lnc 3583 Berkshire, Eugene, OR 97401 Eastside Electric lnc 38253 Boscage Ln, Springfield, OR 97478 Deans Heating PO Box 462, Cottage Grove, OR97424 Registration # 8921 9 Expiration Date 211912002 Phone 541-345-8000 s41-741-1499 541-767-0626 117770 1 33733 10t4t2001 211712000 Quad Area: # Of Units: Constr. Type: Water Heater: 3RNC 1 (VN)Wood Frame Gas Office Use - Land Use: Zoning Code: LDR Bedrooms: 3 Range: Gas # Of Buildings: 1 Occupancy Group: Dwelling Heat Source: Gas Sq. Footage: To request an inspection callthe 24hour recording at726-3769. 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 following working day. Required lnspections Site Verify Ground Rod Footing Foundation Post and Beam Floor lnsulation Ceiling lnsulation Shear Watl Nailing Framing Walllnsulation Drywall Building I -To be made after excavation but prior to setting forms. -lnstall ground rod at footing, and callfor inspection in conjuction with footing and/or foundation i -After trenches are excavated. -After forms are erected but prior to concrete placement. -Prior to floor insulation or decking. - Prior to decking. - Prior to cover. -Before covering sheathing with finish materials. -Prior to cover. -Prior to Cover - Prior to taping. Job# 00-01 559-01 Page2 of 4 FinalBuilding Temporary Power Rough Electrical Electrical Service Final Electrical Underfloor Plumbing Underfloor Drain Rough Plumbing Water Line Sanitary Sewer Line Storm Sewer Line FinalPlumbing Underfloor Mechanical Rough Gas Rough Mechanical Gas Service FinalGas Final Mechanical SW-Curbside CG-Standard Street Improvement: Curb Cut?f San Sewer Depth (Ft): Storm Sewer Available? Special Req.: Security Required: Bond Begin DateTime: Special lnstructions: Other Utilities: Project Supervisor: Fully lmproved lmprovement Agr.? 6-4 00/00/0000 00:00 AM Sidewalk Type: Additional ROW? Size Of Line (in): Downspouts/Drains: Enchroachment Permit: San Sewer Tee (in): Bond End DateTime: Curbside - 5' I To Curb and Gutter 6 00/00/0000 00:00 AM Required lnspections Buil -when all required inspections have been approved and the building is complete Electrical -Approval required prior to SUB energizing pole. - Prior to cover. -Must be approved to obtain permanent power. -When all electrical work is complete. Plu mbinq - Prior to insulation or decking. -Prior to cover or placement of concrete. -Prior to cover. - Prior to filling trench. -Prior to filling trench. -Prior to filling trench. -When all plumbing work is complete. Mechanical - Prior to insulation or decking - Prior to cover. -After line is installed and line has been connected to a minimum of one appliance. Pressure tet -When allgas work is complete. -When all mechanicalwork is complete. PublicWorks ] -After forms are erected but prior to placement of concrete -After forms are erected but prior to placement of concrete I Types Of Warning Devices Reqd. Job# 00-01559-0't Zoning: LDR Overlay District: FtoodPlain? [ Wetlands? f # of Street Trees: 6 Journal numbers 1: 2: 3: Comments:Possible delineted wetlands - Will check further when LDAP submitt Additional Requirements: LDAP Required Required Attachments: Source Locn: Material: Flood Plain FEMA:Panel 1153 of2975 Planner: Liz Miller Urban Growth Boundary?[ Quantity Of Fill: Supplier: Drainage: Floodway FEMA: Zone X Gray Glenwood Area? Construction Types(VN) Wood Frame Occupancy Groups: Dwelling # Of Buildings: 1 # Of Bedrooms: 3 Handicap Access? f] Area (Sq. Main:2082 Accessory519 Accessory Structure # Of Stories: 2 Height (feet): Current Units:0 Proposed Units:1 Census Code: Does not apply Total2601 Fee Paid On Receipt# Value/Quantity Fee Amount Plan Check Residential Plan Check Total Plan Check 10t18t2000 3514 146,651 $350.19 $3s0.19 Building Building Permit State Surcharge For Building Permit Building Administrative Fee Total Building 11t15t2000 11115t2000 1111512000 3797 3797 3797 146,651 $538.7s $37.71 $1 6.1 6 $592.62 Electrical Wiring Footage 1,000 Sq Ft or Less Wiring Footage Each Add'l 500 Sq Ft Temporary: 200 Amps or Less State Surcharge For Electrical Permit Electric Administrative Fee Total Electrical 1111512000 11t15t2000 1111512000 11t15t2000 1111512000 3797 3797 3797 3797 3797 1 3 1 $85.00 $45.00 $40.00 $11.90 $5.10 $187.00 Plumbinq Minimum Plumbing Permit Fee Three Bathrooms State Surcharge For Plumbing Permit Plumbing Administrative Fee Total Plumbing 11t15t2000 1111512000 11t15t2000 1111512000 3797 3797 3797 3797 1 $.00 $192.50 $13.48 $5.78 $211.76 Hood and Exhaust One to Four Outlets Minimum Mechanical Permit Mechanical Administrative Fee Less than 100,000 BTU Vent Fan to One Duct Gas Fireplace Mechanical 3797 3797 3797 3797 3797 3797 3797 1111512000 11115t2000 11t15t2000 1111512000 1111512000 1111512000 11115t2000 1 1 1 4 1 $4.50 $2.00 $.00 $.e6 $6.00 $12.00 $4.50 Page 3 of 4 Land Use: Pave Driveway? E Job# 00-01559-01 Page 4 of 4 Fee Paid On Receipt# Value/Quantity Fee Amount Mechanical Dryer Vent Mechanical lssuance State Surcharge For Mechanical Permit Total Mechanical 1111512000 1111512000 11t15t2000 3797 3797 3797 1 $3.00 $10.00 $2.24 $45.20 New Sidewalk New Curbcut Total Public Works Public Works 11t15t2000 11t15t2000 3797 3797 140 $63.00 $60.00 $123.00 1 System Development Residential- Single Family - Storm Sanitary Sewer Residential Transportation Residential Sanitary MWMC Residential lmprovement MWMC MWMC Administrative Fee SDC Administrative Fee Property Annexed 1997 Total System Development 1111512000 11t1512000 11t15t2000 11t15t2000 1111512000 11t15t2000 1111512000 11t15t2000 2,434 29 $584.04 $1,146.78 $507.82 $285.91 $24.33 $10.00 $127.13 $-16.31 $2,669.70 3797 3797 3797 3797 3797 3797 3797 3797 23 S.F. Residence - Willamalane TotalWillamalane SDC Willamalane SDC 11115t2000 3797 1 $1,000.00 $1,000.00 Grand Total Plan Check Type lnitial Review-Res Engineering-Res Planning-Res Checked By Wendy Stanley Steve Templin Liz Miller Date Completed 10119t2000 1012512000 1111512000 $5,179.47 Comment Waiting for LDAP to be submitted - Ambleside Subdivision - Liz Miller Structural-Res Wendy Stanley 1111512000 Must check some loading with Donffom By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that all information hereon is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of the City of Springfield and the Laws of the State of Oregon pertaining to the work described herein, and that NO OCCUPANCY will be made of any structure without permission of the Community Services Division, Building Safety. I further certify that only contractors and employees who are in compliance with ORS 701.055 will be used on this project. I further agree to ensure that all required inspections are requested at the proper time, that each address is readable from the street, that the permit card is located at the front of the property, and the set of willremain the site at alltimes during construction /1-t6 e) sig re Date C'TY OF OREGO'U 225 FIFTB STREET ipnrNcrrgl.D, oREGoy )J llfl*;utiadu srs'iature ;G;prcrioN nrousst: 726-376e OFFICE: 726-3759 l-i,i f$licwing project as submittect has thez .,.,{, and does not require specitic land use ie;;pt OVdl Zoning Lbfi, Dcle l-2-a -d t ,TION SPF|IN ELl) PERHIT APPLICATION Job Number C)o' o/ss-7- o I 3. COHPI,ETE FEE SCBEDIIIJ BELOV 1 OF/,q 1t ozlDESCRTPTION?V3 O 6@oI..EGAL JOB DESCRIPTION explre days ed for 180 daYs. 2. COMRACTOR INSTATLATION ONLY Electrica I Contractor Address Po ,bo o5 4 { Phone 5qt - 4*4 80 sup erviior License Number 33 Zr J Li /D OLExpiration Date Constr Contr. Number qq s5 Expiration Date Le Electrician Ovners Name Address 9 9?,3 V=l,,ru. Nev Residential-Si Multi-FamilY Per d Service Included:I tems 1000 sq.ft. or less sach additional 500 sq. ft or Portion thereof Each Manuf'd Home' or Modular Dvelling Sertice or Feeder One Circuit Each Additional Circuit or vith Service or Feeder Permit --- $ 40.00 Nev, Alteration or Extension Per Panel Services or Feeders Installation, Alterations or Relocation: 200 amps or less 201 amps to 400 amPS --401 amps to 600 amPS __- 601 amPs to 1000 amPS- over 1b0O amPs/volts --Reconnect 0n1Y Temporary Services or Feeders -iill;il;ilon, art"ration or Relocation 200 amps''or Iess 201 amPs to 400 amPS - Over 40L to 600 amPs ----_0ver 600 amPs or 1000 volts Branch Circuits INSTALLA ht:7 A ngle or velling unit. Cos t $ 8s.00 $ 1s.00 $ 3s.00 Sum Permits are non-transferable and ii-""tf. is not started vithin 180 of issuance or rf vork is susPend ofSignat Ci ty Ci ty Cct Phone z;ooa E vq B 6 -7-K C. D. $ so.oo s 60.00 $100. o0 $130.00 $300.00s 40.00 above $ 40.00 s ss.00 $ 8o.oo see ttBI 0040 40 20 3 6 $ $ $ $ (} C:() .&\ L"lFrc-)r= oo+- 00ag@N 00n4frrrt f+1a6-rl.' *f,#Eq ", OVNER INSTALLATION The installation is being made on property I ovn vhich is not intended for sa.Ie, lease or rent. Ovners Signature: $ 2.00 Miscellaneous (Service/feeder not included) -Each installation Punp or irrigation Sign/Outline Lighting_- Limited Energy/Res 1 Limi ted Energy/Conm 5 SUBTOTAL OF ABOVE l"!. sF^te Surcharge 3Z_Admini.s tra ti ve FeeTOTAL DATE:C}p IRECEIWDB 60/0 H. SPf1 .FIELO DEVELOPMENT SERVICES DEPARTMENT 225 FIFTH STBEET SPRINGFIELD, OR 97477 (541) 726-3753 FAX (541) 726-3689rhP tollowing submilted has l.rlld usell! )E q:'-7I\srAH*ronou Signature1. LOCATION OF 'ryoa l4'1, 0cfoo DESCRIPTIRN aF r- LEGAL DESCRIPTION ,t li EI,]ECTRTCAL PERHIT APPLICATION ty Job Nunber OO-OL EEE SCEEDUI,E BEIOS Nev Residential-Single or HuIti-Family per dvelling unit. Service Included:Items Cost gq.rl * rf rot 225 FTTTE STREET SPRTNGFIEID, OREGON INSPECTION REQTIEST: OFFICE: 726-3759 Date A Sum JOB Permits are non-transferable and expire if vork is not started vithin 180 days of issuance or if vork is suspended for 180 days. 2. COI{TRAC'TOR INSTALI,A:TION ONLY Electrical Contractor EA56/€L€C. Address 38f 3 BoScAG€LAN€ city SPTLO Ynone 7l /^ ( /71 .--,_ , .A Supervisor License Numbe r tr7,7S Exp iration Date )0-ol^ol Constr Contr. Number 1n?70 Exp iration Date )O - oY-o/ Signature of Supervising Electrician 1000 sq.ft. or less Each additional 500 sq. ft or portion thereof Each Manuf'd Home or Hodular Dvelling Service or Feeder B. Services or Feeders Installation, Alterations or Relocation: 200 amps or less 201 amps to 400 amps -401 amps to 600 amps _ 601 amps to 1000 amps_ Over 1000 amps/voIts Reconnect 0n1Y SIDTOTAL OF ABOVE 7% state Surcharge 3Z Administrative Fee TOTAL I $ Bs.oo -As," 3- g 1s.oo W $ 40.00 $ s0.00 $ 60.00 $100. 00 $130.00 $300.00 $ 40.00 4,Ct.t=h$al J "t B-,L *L,'ro City G-gA- Phone S-EoOc. c. D. Branch Circuits Nev, Alteration or Extension Per Panel One Circuit $ 35.00 Each Additional Circuit or vith Service or Feeder Permit $ 2.OO E. Miscellaneous (Service/feeder not included) Temporary Services or Feeders Installation, Alteration or Relocation qp 200 amps or less I $ 4O.OO 40, 201 amps to 400 amps - $ 55.00 over 4b1 to 6oo anps - $ 8o.oo Over 600 amps or 1()OO voTts see uBu a66TE- -Each installation Pump or irrigation $ Sign/Out1ine Lighting_ $ Limited Energy/Res - $ Limited Energy/Comm $ 0vners Name Address ),t OSNER INSTALI,ATION The installation is being made on property I ovn vhich is not intended for saIe, lease or rent. Osners Signature: DATE: 40.00 40.00 20.00 36.00 C'TY OF SPR"VGFIELD, OREGO'V RECEIVED BY: 5 ffiKEUEITI * ATTACHMENT A CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT CHARGE WORKSHEET JOURNAL OR JOB NUMBER NAME OR COMPANY: LOCATION: TAX LOT NUMBER DEVELOPMENT TYPE: DWELLTNG LNITS: CRUTCHFIELD 00-01559-01 2359 33RD STREET I 7-02- l9-00-03200 SINGLE FAMILY RESIDENCE BUILDING SIZE: 2601 LOT SIZE: 6860 1. STORM DRAINAGE IMPERVIOUS SQ. FT.x $0.240 PER SQ. FT.2433.50 $s84.04 2. SANITARY SEWER-CITY NUMBER OF PFU's (SEE REVERSE SIDE) x $49.86 PER PFU23 $1,146.78 3. TRANSPORTATION NUMBER OF TRIPS X TRIP RATE X COST PER PM PEAK HOUR TRIP I x l.0l x $502.79 PER TRIP x x $502.79 PER TRIP $s07.82 $0.00 TOTAL TRANSPORTATION SDC $s07.82 4. SANITARY SEWER - MWMC A. REIMBURSEMENTCOST: NUMBEROF FEU's I B.IMPROVEMENT COST: NUMBER OF FEt-l's I MWMC CREDIT IF APPLICABLE (SEE REVERSE) MWMC ADMIMSTRATIVE FEE x $285.9I PER FEU x $24,33 PER FEU TOTAL MWMC SDC $28s.91 $24.33 (s16.31) $10.00 $303.93 suBTorAL (ADD ITEMS 1, 2, 3, & 4) | $2,542.57 | 5. ADMINISTRATIVE FEES : BASE CITARGE (SUBTOTAL ABOVE)x 0.05 $t27.t3 9fuvoTu4.flb 1012s12000 $2,669,70 SDC COORDINATOR DATE TOTAL SDC CHARGES PLUMBING FIXTURE UNIT (PFI.D CALCLILATION TABLE NUMBER OF NEW FIXTURES x LTNIT EQUIVALENT = PLUMBING FIXTURE UNITS OOte,fOn nrUOOrLS PLUMBING FIXTURES LTNIT FIXTURE FIXTURE TYPE NEW OLD EQUIVALENT UMTS BATHTUB DRINKING FOUNTAIN FLOORDRAIN INTERCEPTORS FOR GREASE/OIL/SOLIDS/ETC. INTERCEPTORS FOR SAND/AI.TTO WASH/ETC. LAUNDRY TUB/CLOTHESWASHERAIOP SINK CLOTHESWASHER - 3 OR MORE MOBILE HOME PARK TRAP (I PER TRAILER) RECEPTOR FOR REFRIGERATOR/WATER STATION/ETC. RECEPTOR FOR COMMERCTAL SINK/ DISHWASHER/ETC SHOWER, SINGLE STALL SHOWER, GANG (NUMBER OF HEADS) SINK: BAR, COMMERCIAL, RESIDENTIAL KITCHEN URINAL, STALLAVALL WASH BASIN/LAVATORY, SINGLE OR DOLIBLE TOILET, PUBLIC INSTALLATION TOILET, PRIVATE INSTALLATION MISCELLANEOUS: 0 t2 TOTAL PLUMBING FIXTI.]RE CREDIT CALCULATION TABLE: BASED ON ASSESSED VALUE IF IMPROVEMENTS OCCURRED AFTER ANNEXATION DATE IN TABLE, CALCULATE CREDITS SEPARATEI 2 I 2 J 6 2 6 6 I J 2 1 2 2 I 6 4 0 0 0 2 0 0 0 0 2 0 2 0 J 0 0 0 CREDIT FOR PARCEL OR LAND ONLY IF APPLICABLE IMPROVEMENT (IF AFTER ANNEXATION DATE) 28.610x x CREDIT TOTAL $ 16.31 23 YEAR ANNEXED RATE PER $I,OOO ASSESSED VALUE YEAR ANNEXED RATE PER $1,OOO ASSESSED VALUE 1979 orbefore 1980 198 I 1982 1983 1984 1985 1986 1987 1988 1989 s4.74 $ 4.6s $ 4.s9 $4.46 $ 4.30 $ 4.14 $ 3.e3 s 3.63 $ 3.26 $ 2.8s $2.40 1990 199 I 1992 1993 1994 1995 1996 t99',| 1998 1999 $ 1.96 $ l.ss $ 1.36 $ 1.23 $ l.0s $ 0.90 $ 0.7s $ 0.s7 $ 0.3s $ 0.15 $16.31 $0.00 $0.57 \ Willamalane NAME: EAtl,;n Cn*tch0cu& ADDRESS:7$x7 f t2- LOCATION OF PROPOSED BUTLDING SITE: Park & Recreation District SYSTEM DEVELOPMENT CI{AIIGE WORKSHEET PHONE: Job. No.ta-o -ol STATE: O IL ZIP: Street Address:2b 33,*d*** Plat Name:A't,JdA f.,.-_ Tax Lot Number:te{s o borA,10 1. DEVELOPMENT TYPE (Check appropriate dwelling(s). SDC calcr.rlations and dwetting t 1pe definitions are on the back.) A. Single-Family Detached ,/,/ Single Famity home Manufactured home not in a park NO. OF UNTTS X $1,000 per unit = $l6v-a. - B. Single-Famity Attached NO. OF UNITS X $924 per unit = $ C. Multi-Family Aparlment NO. OF UNITS X $692 per unit = $ D. Manrrfac,tured Home Park NO. OF UNITS WILLA,MALANE SDC X $699 per unlt = $ $ 2. SDC CREDTT (lf appticabte) SDGpayer must tumlsh proot of Willamalane Credit approvat. See SDC Credit Workshoet. $ 3. TOTAL WILLAMA,LANE NET SDC ASSESSED (( SDC reduced (or Credit) $ It I t{ r City of Services Department field Date oO rIS-c(,rct Qt4ot E. CRUTCHF I ELD 54 1 3458Egg++P. g2 Inlbrmmion BuildOn E qktea.rttg r Comnlltrrg r llatilE/ Dccembc,r lI,2000 Mr. EdwinCrurchfiold Flomestyles, Inc. 35t3 Borkshire Eugcne, Orogon 97401 Subfectr Pad Completion l*ttor Amblecide MPgdowc' Lol ll66 SpringEeld' Orcgoo r PSI RePort No. 7Zl'00316 DeArMr. Crutchfiold: !,3'!1!f,;q 19lP professloaal service Industrios, lna. (FsI) has complctcd a house pad subgrado ovaluatjgn at the above referenood lot The foundation subgrado toitt *iiUn thc house-pad arca wetE visrrally classificd as brown to orAngc otay with t*a. I.fiE Uou* paO arca waE probod,'with a % inch diameter cone tipped soil probe iu ordor to asi".rtlre consiston"y'ofth" subgrade soils' At ttre timc of our Site visit' the subgradC soits appeared frrm. Moisture 'ontetrt tesS liore takem at various locations throughout thc house pad. Tbe moisture cor$ot tests ranged ftom 2! to 34 percent' Based ou proviOtx testing pcrformed 61 rhic soil type, thc moishrc *ni.ot tssts taken arc acceptable for this rype of potontially oxparuivc soit. proofoiiiil;g ;i.ht -subgradc soils was pcrformcd using a toaded dump uuck' No dehe"tions or rutting were observed undor wheel loading' Our roprcsentativc ro-visited the subjcetsito tbr thc purPoso oiconduoting nuoloer density compaction tesring sf rhq appro*i*ii.rv i rl.friu of crushod aggpgute,.gq.,!fi flll which had bccn plaocd over the house pad afca * *Uilnu final grade.-iltb*ilai*g6 *ittrin ths four com.n of thc rock pad averaged gs.z%ortn. Iilrnr pi ssimoaified proctor for the I -5 inch minus crushod aggreglle' we rccommend that finished grade adjacent to tho cxterior portion of the footins aod slabe bo at least 2 feet 'iglrer tn* tUu "*p'"nsiio U.aring soils. This is to prLvide a buffor from ouvironmcntal changes thal could causo tlre potontially expaneivo ."iil t" J"V *d'hydrato'. tt will bc impor*ive that the 2-l'oot bUffer of hndscapo soil be compasted to n il condition to rcduco tho tnfiltarion of water at tle surface, During fouudation oonstructlon! walcr should not be allowed to oollect in foundation excavations' Ln floor slab etreag? or on preparcd subgradcs oit o oonstru"tion atea either during or aftcr co^sttuctio,' undercut or excavatrit*.l" ,rr".,raTe stoped toward ono comer to fasilitate removal of any colrected iui"*tut, groundwater, or surface runoff' hsitlvo rttr drafiragc or foundation drairrs should be providod- to reduca infiluation of surfaco water arorurd the perim*,ei oh ,t t nou* ""0 U"nuJ tho iloor slabs' Tho pcrmurom gndcs should be sipificamty dopoa lriy fil G 5on"" fiffi8';*," .td aaiiue, strqutd ba coltwtcd and :,ffiffi;"#ffiH*;ffi Hffi*mru,:x' Ylr ffi :;"H itrould be provided with a ley'poin^t.-o*f tpo* drairi connecttd to th" storm sewcr or approved disposat system t"ttr"O.'iri*.it "itt'";;f;il stroula be graded to drain to tho low'point drain' Profassional Servic. trduslries. lrc. . 1(XOA Shelley Sl. . Springtield, OR 97417 . Phone 5417464649' Fax 54114&71d3 E. CRUTCHF I ELD 54 1 34548@@++P-A3 Prgp 2 ol2 A* crawt spacc areas shourd be covered witi a visqueon moisntre barrier. Thc low-poi*t drain should ili;* u* tr. elevation ofthe visqueen moisrurc banier. Based upon our obsewatious, tho house-pad subgradc has beon consfilcEd in gcnOral asco'daDce with iodus'y standardg for lighg loa4ed tr,so6-du"?, i"i rq*ro foot or ross) foundation roads typical for rtris type of ooostnrctioo] rrvo, h"ri *v q[u;6*;gr;dir,g thi" reporL ploase t'eel froe to cotraot us at74G9649. Respectful lY Submitted, i,Rdili;ibr.rel, snnucE NDusrRIEs' txc' Trov Hull, P'E. ScJior Geotechnicat Engi tteer enrblsidcMladows tol166 Dcwey, G.l-T Staff Geologist Informatbn BuildOn S@rrlntfu, tQptttttldttg o ltcffrlg 66@ REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL TESTED FOR DATE I I'!R. EDWIN CRU.. ITELD HOMBSTYIJES, iNC. 3583 BERKSHIRE EUGENE, OR 9740L November 28, 2OOO PROJEC-I- REVTSTON *2 ouR REPORT NO.: 722-AO545-L \MBI]8SIDE MEADOWS LOT 66 1359 33RD, SPRTNGFTEIJD, OR 154 r_34 130 - TESTDATA visual classificauon I t/ 2n -0 cRusHED AGGREGATE Sample Source IIETRO ROCK & CONSTRUCTION Method of Test AASHTo T- L80 Rammer: Mechanical Methodof Preparation: Moist Test Results Maximum Dry Density 142.0 lbs/ft: Optimum Moisture Content 1 .O o/o Atterberg Limite (AsrtvlD4318-es) LL: PL: PI:SpecificGravity: 2. 65 (estintate) $ rso oll.(, dt5os 145 ul A. ooJ E rEz ozu,o a0 rla Grain Slre Analysis (ASTM Cr3646aandor Cl l:.., .Sieve Per(.-.n,Size Pas.sirrrr 810L214 MOISTURE CONTENT, PERCENT OF DRY WEIGHT REMARKS: Lab Tech: GTENN tilEEK JR REpORTS i$y ttoT g€ REpROOTTCED. IXCIP? hr FuLL. $tIHOUf wRlnEN P€RMlS3Otl BY pRofeg$Or r S€RVICE lt{OUSrRrES, ll{C' Respectfully submitted, Professlona I Servlce lndustrles, i r:i: ( '; ridfuyrrrt, i,. RAYIVIODID V. AIJIPERTf DEPARTMENT MANAGER A. rcx,, r (3)F prot$sbnat Service tndustrte, tnc.. t040A Shelley St. I Springfield, OR 97477 o Phone 541fr4$9649'Fax Y1/7{6-7163 t o L irttbrrri{rtifrru l, BuiM0nfryD.ilhr.W,lfr{r! FIEI-D SENSITY I(EPORI" SOIL AND SOIL-AGGREGATE ,Oa0-A Shclby Slroet Springf leld, Ore gon. 97 4Tl (541)7i16€649 - (541)7'16-716:l lax December 1,2000 Miko Dev',ey Cllerrt: Addless: Mr. Edwin Crutchfield Homeatyles, lnc. 3583 Bershire Eugene, OR 97401 Prolect tlo.: Prolect: Project Locatlon: Equipment; 722-00s4G3 Arnbbside Meadors Lot 66 2359 33rd. Springfield, Oregon Troxlen 3430 SH: 28693 Date Pedormed: P.O. No.: B.P. No.: Technician: + +oo oont t0 t tf) tr) lrl H lrI o F J E (J ul Laboratory Soit / Aggregate Data: Moisturs Density Relationship ot 142.0 lbs.tau.ft., at 7.0 % nroisture, is ftom our report no.: 722.o0il6.1dated November 28, 200O for Metro Rock & Construction 1 1n-0. Field Iesfs.' Nuclear Method Tests performed at rock grade of atthe house pad locations lisled above. Respectf ully Submitled, Professrooal Seruice lnduslries, lnc. R V ftLup"rri Raynond V. Aliperti Department Manager 7'rfsE o r/s Alor4oED Fdlt,# r,.o*^tbdoF*cue f orl.f; m ieioorf,rroi, oF r{sR*fir rrr,{y i#rroo.. orc ,rd$tfl t^h@'f]ty$l,t E r60.cEPrpFre |sElorE/rED ei,lM Test No.Percent Moisture Percent GompactionApproximate Test Location Approximate Test Elev. Dry Density lbs./cu.ft. 1 D. l 89.4Northwest Corner of House Pad FRG 127.0 2 FRG 6.5 95.5Northeast Comer of House pad 135.7 a FRG 135.0 6.8 95.1Soulheasl Comer of Hous€ Pad 4 Southwest Comer of House Pad FRG 128.',|6.3 902 fHE WRIT-iEN PERMISS|Oi{ OF PROFESS.,ONAT SERy'CE rNOLrSrRt€S. ) los 0- '4* tnlorrriwwr' Build0ngflr;hf r G*rrlU1trtr llrilt, FiEi.D DENSITY IREPGRT SOIL AND SOIL.AGGREGATE Prolect No.: 722'005464 Project: Ambleside Meadows Lot 66 ilt"f;;r, 235e 33rd, sprinsrield. oreson Equlpment: Troxler:3430 SN: 22969 1040-A ShelleYStreet Springfleld, Oregon 9747 (541 )746-9649 - (541 )7ilS'7163 fax December 5, 2000 lnc..(r.) Client: Address: Mr. Edwin Crutchfield Homestyles, lnc- 3563 Bershire Eugene, OR 97401 Date Performed: P.O. No.: 8.P. No.: Technlcianl+ + $s t\, ffl llltt t0 t ID l-a J LI IL I TJ F) u U trl Glenn Meek Jr Laboratory $oil / Aggregate Data: Moisture Densaty Relationship ot 142.0lbs./cu.fi., at 7.O o/o moislure, is from our repo n no.:722-0oil6-1 dated November 28, 20Oo for Metro Rock & Construction 1 1124 Field Iests.' Nuclear Method STM D292 T€sts performed at grade base at house Iisted above Respectfully Submitted, P rofession al S e ruice I ndustrie s,'i1 v ilc"&(L{l Raymond V. AliPqrti Department Manager Percent Compactlon Percent Moisture Dry Density lbs./cu.ft. Approximale Test Elev.fest No.Approxlmate Test Locataon 95.05.6134.9FG1Northwest Comer of House Pad (RETEST) 95.05.6134.9FG2Southwest Cornerof House Pad (RETEST) )