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Home My WebLink AboutStudies APPLICANT 4/27/2020ranch ENGINEERING - April 10, 2020 Kathy Thomas Monkey Hero LLC 42941 Leaburg Drive Leaburg, OR 97489 RE: SnE INFR.ntwnoN Tlsr REszmT 490 N. 51^ S T FET SPRENGFEEM, ORECAN REt PREUECTNo.20-186 Branch Engineering Inc. (BEI) has performed infiltration testing in two hand -auger test holes located at the approximate locations shown on the Site Plan, Figure 1. The purpose of our testing was to provide site specific infiltration rates for the design of on-site infiltration facilities for the disposal of stormwater generated from new impervious surface areas. Field Work and Site Description Three approximately 6 -inch diameter hand auger holes were advanced to a maximum depth of 40.5 -inches below ground surface (BGS) and pre -saturated with water. On April 9, 2020 Falling Head Infiltration Tests were performed in accordance with the 2014 City of Eugene Stormwater Manual. Infiltration testing commenced for three successive trials with water added between each trial, field data is attached. At the time of testing the site is occupied by a single-family residence and garage on the northern half of the site, the rest of the site is landscaped grass with Douglas fir and fruit trees. Similar soil conditions were encountered in each of the three infiltration test holes and it is our conclusion that the soil conditions throughout the lot are similar. Soils The soil in the test hole was visually classified using the American Society of Testing and Materials (ASTM) Method D-2488. Soil conditions from approximately 0- to 12 -inches BGS consisted of soft, damp, dark brown silty clay before transitioning to medium stiff, moist, brown clayey silt with trace fine grain sand (ML). The NRCS Web Soil Survey of the Lane County Area maps the site soil as Salem -Urban land complex which is described as well drained stream terrace deposits of gravelly silt loam derived from gravelly mixed alluvium. Groundwater Ground water was not encountered in the site borings, well logs in the site vicinity indicate static groundwater levels at 12- to 19 -feet below the surface, see attached well logs. A five-foot buffer must exist between the bottom of the soakage trench and recorded static groundwater levels. Based on site testing and recorded well logs in the site vicinity, this buffer should exist. Summary of Field Infiltration Test Results The results of our April 9, 2020 field testing are summarized below in Table 1. The hydraulic conductivity is based on the infiltration rates measured in the field and summarized on the attached Infiltration Testing Field Data. The rates shown below have no factors of safety applied and represent the slowest infiltration rate measured of the three trials. EUGENE SPRINGFIELD SALEM-KEIZER 310 5th Street, Springfield, OR 97477 1 p- 541.]46.063] 1 w .branchengineenng.wrn 490 N. 51 m Sheet Infiltration Testing Apnl 10, 2020 Measured Rate of Depth of Hydraulic Conductivity, Location Test (in) k (in/hr) Infiltration Test IT -1 40.5 11.6 Infiltration Test IT -2 39 14.5 Recommended Infiltration Design Rates Using the recommended factor of approximately safety of 2, a design infiltration rate of 6 in/hr is suggested. Safety factors may be applied at the discretion of the designer and the 2014 City of Eugene Stormwater Manual. Conclusions Based on our field findings and infiltration testing results, disposal of stormwater via infiltration facilities on the site is feasible. If you have any questions regarding the test method, data analysis or design please contact the undersigned Sincerely, Branch Engineering Inc, EXPIRES: 12/31/2021 Ronald Derrick PR GR Principal Geotechnical Engineer Attached: Figure 1 Site Map Infiltration Testing Field Data NRCS Site Sell Mapping Nearby Well Logs Branch Engineering, Inc. Digitally signed by Ronald J. ck Derrick Date: 2020.04.1413:05:12 -07'00' lTF �L:i T Y, 4 * � a 4 •l N _ LEGEND anch O IT-] INDICATES APPROXIMATE LOCATION OF GN E E RING= SCALE: 1:30(8.5'x11„' INFILTRATION TESTING &.,I;; SITE EXPLORATION MAP -490 N. 51st STREET FIGURE -1 SPRINGFIELD, OREGON 04-10-2020 PROJECTNO. J186 anch I(GI N E E RI N G- mimeuov Ten Rea . W lYm (mlv) sufam (W P IW N,I 49] N 11x151-11 PnNB A anm ofFW xl PnM'1 SUM eOU�ta Tnlfug l%Ie: 04/10/1020 o.wa¢IWa 0 350 Numhea': 201% Aug Pa¢oPFJI T1(� SU eGUGtita (Io) fi .Projec'1 Tnl Type: F ,ad lNHlnlim 11 .1 140 Q14 8.2 1 4 H2H Tbne-0al atlAlim NH2O ,aha 1.n tmHm TM 1911a11 P W lYm (mlv) sufam (W P IW I�MfiU PnNB A anm ofFW xl PnM'1 SUM eOU�ta fi o.wa¢IWa 0 350 15.5 Aug Pa¢oPFJI T1(� SU eGUGtita (Io) fi SUM eH NACS Qn) 10 11 .1 140 Q14 8.2 1 Tee1R BGS Qn) 40.5 20 3i.5 130 all fi.] V Im Wala ) 2 30 .1 120 Q10 6.0 10 tlockO-al Suet 1208 40 395 11.0 010 6.0 fi.] ASTM6o11T Qa) TeeIR B Qn) 20 4]0 IMIWIIm TM1 P lYmelmly) o.w210 I3 I�nhnml I�nNl1 Aug Pa¢oPFJI T2I�n/Lr1 d V Im Wna ) 1.5 1 1 0 2].0 11.0 009 O� 1250 .1 10 3Q0 2Q5 030 180 41 988 20 320 185 020 120 008 43 4.5 3fi 340 1.1 013 7.1 ASFMSo11T 98 358 148 011 8.8 11.6 I_e,aTM1 P llmelMn) SLIfem(WamI�nhnml I�nNl1 Aug Pa¢oPFJI T3(�n/L11 V Im Wala )0 e dLKII 320 P tlockO� 10 350030 1803]0020 120385 1 MflmTM27I 2 015 9.040 s am ata J, 398 013 ].5 llfi c Vd-e I WalaA d al) eMe of WMer Level Fall IlNminl 0 380 21.0 ,.__ ___ . ; �¢ I�3 1251 10 410 180 030 180 P IMIWIIm TM2TL11 lYmelmly) o.wa¢IWa IW ftMb•) anNO Aug Pa¢oPFJI T1(� SU eGUGtita (Io) fi 0 410 1 SUM eH NACS 20 10 450 14010 020 120 TeeIR B Qn) 20 4]0 120 020 120 Im t V Wna ) 1 1 31 980 11.0 009 ll�a- 1210 41 988 103 008 43 4.5 8.5 ASFMSo11T P P P a 1 MflmTM27I 2 lZ(m s am ata J, (mry�F PnN Avs.&Fag F3(n/Im) Vd-e I WalaA d al) 13 0 380 21.0 O� 1251 10 410 180 030 180 20 435 11.1 025 11.0 39 .1 125 021 129 39 47.5 11.1 020 120 145 P IvfllWtlm TM 2llla13 lYmelmly) Slnf9¢I�n) IW I�nhnml I�nNl1 AVGPa¢rI FJIi2I�a/hl1 V Ime WMa ) 1 0 420 1].0 1333 10 45.0 140 030 180 A 4].0 120 020 120 30 988 103 018 40 498 9.3 010 fi.0 ..0 15.0 Ma al Wafer Fall fiamin) `ems c M 111 N 3 Sod Map—lane County Area, Oregon = (400 N 51st Street) ti ti 3 3 Ap Sraa l:618Rpnial m Apntr n(SYx IV)disa. p Nhtma A 0 5 T 20 w b ® m Nw p�l,trn:wm hHUv Cmrrmontltala: NG584 55ena:IIIM Zme1W YJG539 p5W Natural Resources Web Soil Survey 4lUM20 �i Conservation Serme National Cooperative Soil Survey Page 1 a 3 Shc Map—Lane County Area, Oregon (490 N 519 Street) _SD, Natural Resources web Sol Survey 41D21)21) all Conservation Service National Cooperative Shc Survey Page 2 of 3 MAP LEGEND MAP INFORMATION Area at Were. tA09 Spot Area The sal surveys that comprise your AOl were mapped at Area of Interest(AOI) 1:20,090. Q Stany Spat Soils Very Sony Spa Waming: Shc Map may not be vapid al Mrs scale. 0 Soil Map Unit Polygons 9 VJrf Spot p Enlargement of maps beyond the scale of mapping can cause ,.,. Soil Map Unic Lines misunderslantling of the tletail of mapping and accuracy of soil 4 Other line placement. The maps do not show the small areas of Soil Map Unit Points soils that could have been shown at a more detailed Special Line Feelcontrasting Special Point Features scale. Lg Blowout water Features Streams and Canals Please rely on the bar scale on each map sheet for map ® Boraw Pit measurements. Trenspartatian Clay Spot Rails Source of Map: Natural Resources Conservation Service 0 Closed Depression Web Soil SurveyLIRL: Interstate Highways Coordinate System: web Mercator(EPSG:355]) Gravel Pit US Routes Maps from the Web Soil Survey are based on the Web Mercator Gravely Spa Malor Roads projection, which preserves and shape but ion that schdistorts and area, projection that preserves area, such as the ® Landfill Local Roads Abersdistance o Albers equal-area conic projection, should be used if more Lara Flaw accurate calculations of distance or area are req uired, Background aga Marsh or swamp . Aerial Photography This productis generated from the USDA4JRCS certified data as of Ne version dates) listed below * Mine or Query Sus Survey Area: Lane County ® Miscellaneous Ydscer 10, 2019 Survey Area Data: Version 16, Sep 10, 2019 Sep ® Perennial VMmer Shc map units are labeled (as space allows) for map scales y, Rock Outcrop 1:50,099 or larger. A Saline Spot Dates) aerial images were photographed: Jun 12, 20191 19, 2019 Sandy Spot The odhophoto or other base map on which the soil lines were Severely Eroded Spot compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor Sinkhole shifting ofmap and boundaries may be evident. �p Slide or Slip Sodic Spot _SD, Natural Resources web Sol Survey 41D21)21) all Conservation Service National Cooperative Shc Survey Page 2 of 3 Sal Map�ane Connly Area, Oregon Map Unit Legend 4011 N 519 Street LSIA Nature Resources Web Soil Survey 4/10/2020 iMi Conservation Serme National Cooperative Soil Survey Page 3 of3 Map Unit Symbd Map Unit Name Acres in AOI Percent of AOI 119 Seem -Urban land complex 2.0 100.0% Totes for Area of Interest 20 100.0% LSIA Nature Resources Web Soil Survey 4/10/2020 iMi Conservation Serme National Cooperative Soil Survey Page 3 of3 Map Unit Description: Salon -Urban lend ccrnplex--Lane County Area, Oregon Lane County Area, Oregon 119—Salem-Urban land complex Map Unit Setting National map unit symbol. 2341 Elevation. 300 to 800 feet Mean annual precipitation: 40 to 60 inches Mean annual air temperature: 52 to 54 degrees F Frost -free period. 165 to 210 days Farmland classification. Farm land of statewide importance Map Unit Composition Salem and similar soils. 45 percent Urban land. 45 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Salem Setting Landfomt: Stream terraces Landfomt position (three-dimensional): Tread Down-slope shape: Linear Across -slope shape: Linear Parent material. Gravelly mixed alluvium Typical profile H1 - 0 to 7 inches: gravelly silt loam H2-7to26inches. gravelly clay loam H3 - 26 to 60 inches: very gravelly sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Fraquencyofflooding: None Frequencyofponding. None Available water storage in profile: Low (about 4.8 inches) Interpretive groups Lard capability classification (irrigated): 2s Lard capability classification (nonirrigated): 2s Hydrologic Soil Group: B Forage suitability group: Well drained < 15% Slopes (G002XY0020R) Hydric soil rating. No 490 N 519 Sbeel[ LSM Nature! Resources Web Soil Survey 4/10/2020 irk Conservation Serves National Cooperative Soil Survey Page 1 ort Map Unit Description: Satan -Urban land cornplex--Lane County Area, Oregon Description of Urban Land Interpretive groups Lard capability classification (irrigated): None specified Lard capability classification (nonirrigated): 8 Hydric sal rating. No Data Source Information Soil Survey Area: Lane County Area, Oregon Survey Area Data: Version 16, Sep 10, 2019 490 N 519 Street LSM Nature! Resources Web Soil Survey 4/10/2020 irk Conserv9ion Service National Cooperatirve Soil Survey Page 2 ort STATEOFOREGON RECEIVCRE APR 111998 (1) OWNER: TE Name LnM UY. �� Andrew; sucte��Zip (2)��LLYY ORK ® New Well ❑ Deepen ❑ Recondition ❑ Abandon (3) DRILL METHOD U'11 aotemy Air ❑ artery Mud- - ❑ cable ❑ Other (4) PROPOSED USE: R Domestic ❑ Community ❑ Induetrul ❑ Irrigation ❑-'he"wo LJ Other Omai BORE HOLE CONSTRUCTION: Special Constructioneppeovel Yes No Depth of Completed Well Yes No ❑ ❑ O 3F ft. Explosivesused ❑ R Type Amount SEAL Amount laWHOLE star From To Material From To sacknurp... dr, A0 a ll How was seal placed, Method ❑ A ❑ B 19 C ❑ D ❑ E ❑ aher, _ B-Afillphrecofmm 1_ ttto t R. Material e'+s� Doi placed fmm ft. w_R Siseorgravel (6) CASING/LINER: Diameter From To Gauge Steel Plastic - Welded Tbrandr l Cosine: O N ❑ ❑ ❑ ® ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑- ❑ ❑ ❑ - Line, ❑ El- ❑ ❑ Li El 11 Li�looetion o[ehoele) (7) PERFORATIONS/SCREENS: 14 Perforetiorm Method ❑ Scream Type Material Slot Telumble 'P*Om To also NumberDiameter aise Casing Liner fa o 19 ❑ ❑ ❑ ❑ '❑ ❑ ❑ ❑ ❑ ❑ ❑ (8) WELL TESTS: Minimum testing time is 1 hour ❑ PemP ❑ Bailar ® Ah ❑ FAn 5m Yieldga4min Drawdown Drill stem at Time I 1'empemtureofwater MrG Depth Arte.E.Flow Fountl Wase wateranalyeu done? ❑Yes Bywhmn Didany stmt, mutein water act suitable for inrendeduse? ❑ Toolittle ❑ Sucre ❑ Muddy ❑ Odor, ❑ culored ❑ Other Depthofstuma: S (9) LOCATTpION OF WELL by legal description: county -ate-9 Latitude ' 'La.gimde Township 47 NmS,R-, 2 /Y Ear W,WM. Section 33 SA /tee—w Tax Lot Lot BlockSubdivision- Street Addressof Welllornee tad oa)�Sga AL A r9�ef�— (10) STAT WATER LEVEL: 12- ft. below land surface. Date Artesian pressure If. per square inert. Data (11) WATER BEARING ZONES: Depth.t which wmerwns fret found 2 %L _ From To Estimated Flow Rete SWL P (12) WELL LOG: r....,,.,a a..,a..... Dateetarlad $ 7. i - XX Coompleted 3-96- 8V (unbonded) Water Well Coastedctor Certification: I certify that the work I performed on the construction, alteration, or abandonment of this well is in compliance with Oregon well construction standards Materials used and information reported above are true to my best knowledge and belief. W WC Number Signed Data (bonded) Water Well Constructor Certification: I meant map ... ibility far the comtr.cttom alteration, or abandonment work performed on thin well during the construction dates reported above. all work performed during this time is in compliance with Oration well construction standards. This report is true to the beat of raY knowledge and belief.�- ry W{VC Number d 40 Signed s ��-� 2l/�iri.4. Data 7 ^ 14- Q 4' "START CARD" l -t W'JRI [AAA s 1 1C18 NOTICE OF BEGINNING OF WELL CONSTRUCTION (as required by ORS 537.762) WAT VR RESOURCES DEPT. ,4 _M, OREGON This form must be completed, signed by both the owner (or authorized agent) and constructor, and the original delivered to the Water Resources Department prior to commencement of construction, alteration or abandon- ment of each well. Owner's Name and Mailing Address d Proposed Commencement Date ,3 - ;L "3— 669 Proposed Well Depth y0,40 Diameter / f and Use: Domestic ❑ Community ❑ Industrial ❑Thermal El Injection El Other Proposed Well Location: County ❑ Irrigation Township I7 s IN or S) Range 2 ' (E or W) Section -33 1. it 1 /4 of A/ W 1/4 of above section 2. street address of 56- 6e, AL A. At least 2 well location of theses must be provided 3. tax lot number of well location 4. attach approved map with location identified. (see reverse of this form for approved maps) We hereby certify that we have read the back of this form, and that to the best of our knowledge the information provided herein is accurate and the well is being properly located from septic tanks and septic drain fields. Bonded Water Well constructor License No. 6 3O Company Note: This is not a Water Right application. The owner is responsible for obtaining a Water Right through the Water Resources Department if required. Form 537.7621987 Y STATE OF OREGON AUG - J 1941 MONITORING WELL REPORT Ow required by ORS 577.765 & OAR 690.210.095) ky"..7Eii (1) OWNERIPROJECT: WELLNO.M w_5 n- 4"1 -) n a—$f, (2) TYPE OF WORK: WNew cors.iun ❑ Conversion Rotuy Air Hollow Stens Auger ❑ Repair ❑ Remrditim ❑ Deelseeft ❑Abandonment ❑ Rotary Mud ❑ Cable Yee No � ^ pial 9mmmds .® ❑ Delab of mmpletm wen e� ft. Seal ifft. TO 3fL Filter rack -1ft. TO - s�ft. (5) WELL TEST: ❑Pomp ❑Bailer dC�- By legal description Well 2. t ATTACH MAP WITH LOCATION'. (7) WATER LEVEL: MFc below Imd mdace. Anaian Ptessumn lb/eq. lo. (S) WATER BEARING ZONES: Depth at which wits was first found_ From To Ea. Flow Rate SWL ( 3'/a a o f 13' Muerial Welded naeedm Flood ❑ .PA Cl Line :.:ins 'T 4 (9) WELL LOG: dimtetar n .n.l �ye- Muerial Welded naeedm Flood ❑ .PA Cl Line dlaruamr in. mYe al Welded Thsaded Glum ❑ ❑ ❑ Benwnite pluuga lust 2 ft. thick mrerul_y L� intervd(s): -LTD f � FrOm�Tov From To Slot aim Q n ❑ Air ❑ Flowing Armrim Comueti.ity PH Tmperemre of waur-S'-1°FIC Depth maim flow found & Wuwatermetysiadane7 ❑Yen❑No By whom? t Deghofnmatobemalymmi. From Run fu Rauarkr: None of snpuvirirsg CseobgiWErigirs. (unbowed) Munitor Well Comwaor Certfscatioo: I certify then the work I performm on ilc construction, alteration, or ahadaurmt of rkie well is m cwnplimce wiw Oregon well construction eandade. Mstuiala usd am informaico reported above are nucro une best luawledge am belief. MWC Nombrr (booded) Mmiwr Well Comwuor Certification: I accept responsibility for the conrtmction, aliastion, or abvsdamient work perfomad on this well during Oc cnnOmcrinn doer reported above All work?--f o ed during this time u a in .nplimce with Oregon well oiruhuction aThin n' t wt batof mylmmvhdge and belief. .✓iY a� U MWC �Nm)L Signed L WATER WELL REPORT REI EI yI (93 "'}5}a ® �) STATE OF OREGON - JUJUL619 WATER RESOURCES DEPT: SALEM, ORE:_::d (1) O ' R: (10) LOCATION OF WELL: ti Name / Cowt �j Addrras Ir "ZTR�IS RRZ u useet' ci state Taxfut9 s4 - - - (2) TAF WOR { (check):. Aaaxeaa at well meas et.:r/fP New We Deepening ❑ - ,eecaditioc log ❑- Abandon ❑ _ vabana¢w�ent describe materiel ane ororeamei Ile Iz (11) WATER LEVEL: Com$$leted well. (3) TYPE OF WELL: (4) PROPOSED USE (check): DePthat wmehw� ,rybpawd 0 it Sta[iclevel k be 1 nd smi Da L't+h'"U Ibtvy Air [L"Ihirca ❑ Comfen� 2i iadumiel ❑ MwiapW o Ifem'Mein Dull ❑ 'rmtwen o saber ❑ Axteelaaesaura - lbs. r 7hoeh.Date Cft o cored ❑ rl,u,,,ai: w:uwaw ❑ Raiwertma o (12) WELL LOQ Dianaternf wart bemwraai,:.. ` ( CASING INSTALLED: steel � Plastie ❑ Depthdrined yi -- k Depth ofeconpletooml well f Threaded ❑ W d P/ Eoaemxr'b hen: Oee color. oa aace, grain eke and saactere of materials; an d aMw ....:'Dunn. frmn.... ..... . EG [o... thickness wd imtme of each stratum evd aTuife, alstrated, with at lean one entry --- -- --- - for each chaaea of formation. Repmt each change in Position of Static water Level ............ Diem. fmm........... _ft W.. ._k. Ganes _. and imlicate principal walc,- ring ateata. _- *LINER INSTALLED: -- - MATERIAL _ IsmIn swL ----------.,"Dian.from............... ft- ce.......—., fG Ga., (6) PERFORATIONS: Perrmetaa? o Yee ;? o Type of cerfmfltas user] Siuofcerfur.ucas inbyL _ ...................... . ...................... Parfalatic—from............ _.ft W.._._......_£t. � ................................. ..... _.,,_.-„f.w............ ... fG _ ........................... (T) SCREENS: well aereen ”"=mlleax ❑Yea QIf'o --. Manufacturers Na ona ..... TYPe ....._. .Model No. ..•�- Diem. ..... ... 91st S' ..._self...... ...,._.Stasft .... Diem._ Sbt Siu..... .9etfron fGW [t � - ................ .... (S) WELL TESTS: Drawdown ie-amount water level is lowered �b/bJ`' static level - ��at madev ❑ Y �N If ho �� ' fh Gdr wdo ager hra -- _Airiest N hn _- drill J (t � hrn Bailer teat Del/ "th I dr e< hn nflow m ratore fwater - Depth U Sexed k Work started 19 Com Ie[ed — 19 (0) CONSTRUCT I$ speda smile Y ❑ Daae weuar,m machmenovaiefrof 1 -_ s t' I Won eeni Materiel usN D Mlli r re_ - "' --- rM" Operator'. Certefi tion: Well sealed£rom land sur[am to .......... ft Tlu@Well was. d detect aup¢rneion. Materials sed Ommetex of well bore [o bottom r 1 -. - sell] mfnrme ton p e to ncY beet knowle ,�arr¢�d'hely .... 4)2'x'/�YY Diameter of wall bore ealaw seal . in (9 gned] .. Dgte —bR, 19 �} —b xnmberofaaeka xr<.ment urea ^ n,'j/ �' f-�)) m•Po.. F� - Howwascementgmutplaced2 Q,fj�,j1 M• Th'yll ng Machine Qp¢ t�.Lice�e No ,. „_„_ .~ W . ........... .. ..... .. .=>s..._LL.,_...>....__.._. c Water Wen Contractor'. Certification: --: _.._ Thhewe way U¢d aaaer ary pa,aamtroa and u,;B mWd' €Zo was Pane,�tallea . th best 1 _ 1}ye ffP Depth fG ed6e a beU¢r. f� �' Wesadriveeh ed ❑N Plug gz locati n rt Name (,. .. i oryu / ... / Type of {VetchAddle �' d p[h of strafe Method of —0ing strata off _ [Signed) Wasweilc,calseekedv ❑YeaN sell welltA 5 f I -CsntracWr'e Lica N. G,ave] l.cedfrom.. _. ft to .,,tt ../. .Date (f B --19 NOTICE TO WATER WE LL CONTRACTOR WATER RESOURCES DEPA3=v W, �.yaaag.ago 'heanglnalvN! mpy of ttie repart fl4 KOREGON 97310 erewmmaadmthe wid,m ao save rmm ma dammwefi ®eieeinn. LANE STATE OF OREGON d GEOTECHNICAL HOLE REPORT (m reyuii by OAR M 240-035) (1) OWNER/PROJECT: HoleNumber P-2 Name_ Stal,cup Trucking_.__._ Address 811 N. 53rd Ave. CIO, Springfield stale OR zip 97477 (2) TYPE OF WORK ONew ❑Deepening ❑Altera[ion(repalrha,md... mODAbandoamem (3) CONSTRUCTION: L]RotmyAir E]HanJAugcr ❑Hollow Smm Auger ❑Rouri ❑CableTwl bPuehProbe ❑Other (4) TYPE OF HOLE: qUseased Temporary ❑Cased Permanent ❑ Unenved Permanent ❑ Shopo Stability E] Other (5) USE OF HOLE: Test halo __ groundwater sampling (6) BOREHOLE CONSTRUCTION: Speeial Construction a pproval❑YesE�No Depthof Completed Hole 1R' It HOLE Diameter Farm To SEAL Matvid From To Seeks or pounds 1 .5"1 Or 18' Bentonitiss n, 11R, 1A jhq By whom? Pacific NW Laboratory Depth of strata analyzed. From 14' h. m 18' fit Remarks: Stpnhpn lawn – RRRA BackfillplacW from I.m _ ft. Material FIlmr P.1,plaeedfrom ft, ft. Slzeofpack Frnm 'Io Gang, Seel Platin waided Theandal ❑ ❑ ❑ ❑ ❑ El El ❑ ❑ ❑ El❑ ElLl❑ ❑ ❑ Pump ]Bailer [] Air ❑ Flowing Arw,On Permeability Yield GPM Conductivity PH T peratureort wam�P/C Depthanesiantlowfound ft. WwwrR,.alysiadone? ®Yes []No SIR xis, (S) WELLTEST. ❑ Pump ]Bailer [] Air ❑ Flowing Arw,On Permeability Yield GPM Conductivity PH T peratureort wam�P/C Depthanesiantlowfound ft. WwwrR,.alysiadone? ®Yes []No By whom? Pacific NW Laboratory Depth of strata analyzed. From 14' h. m 18' fit Remarks: Stpnhpn lawn – RRRA RECEIVE® 58718 STCOILV2.00E (9) LOCATION OF HOLE by legal description: County _ I anp Larmde _ useghude T,,—,hiP 17 S N .r S Range 2 W E or W. wit_ Seed. 33 NE 1/4 NW I/4 T. Lot Lot Bleck Subdivision Shoat Address of well(., affirm add res s) Stalnln Trucking 811 N. 53rd Ave. Springfield, OR 97477 Map with location identified must be attached (10) STATIC WATER LEVEL: 14' ft, below land surface, Date 8/14/00 Artesian pressure Ib. per square inch. Date (11) SUBSURFACE. LOG: Gmuoil Elevmioa 495.'_ DartStvmA 8/14/00 Dam Completed R/14/HO ,. (12) ABANDONMENT LOG: Dat—himed 8/14/00 Date Completed R/14/00 Professional Certification (m be signed by a licensed water supply or monitoring well consvucmr, or Oregon registered geologol orcivil engineer). for the construction, alteration or abandonment work o isnlreti.o damcp s ro,md ab,ve All work performed omliance with Oregon's geotechnical bole construction ye,true to the hest of my knowledge and belief Number 10289 —81 -144011 - THIS REPORT MUST BE SUBMIT7rGi{jQ,Tj1E 7f6R RESOURCES DEPARTMENT WITHIN 30 DAYS OF COMPLETION OF WORK ORIGINAL—WATFJ[�Itkle7�t il1{i('�S/d(,pkC[PARTUMP.NT FIRST COPY –CONSTRf1CTOR SPLOND COPV –CUSTOMER Y_YXICUf1ECMJ,U0U7fCESN EPT. 18 i Trucking �azueeeasway way Mag law Tue Apr 1116:x92000 Scale 1:15,626 (y ceriler) tacy R° Majv Caaiecla 1000 Fast � Pn-w Slate Rage 500 Mesas GIMerslye/Lim Access —y ❑ Etl Rwi Wy -- Kizer Slough S C-1. C RECEIVED Ole SEP 2 7 2000 4, .0 c a =a6Sg1