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Application APPLICANT 4/20/2007
, :~ "i City of Springfield' , Development Services Depar:tment 225 Fifth Street ' ( , Springfield, OR 97477, ' Site Plan Application, Type II Site Plan Review: Q' Major Site Plan Major Modification' ISI u.", ". '., ~, . . Applicant Name: Company: Address: John Bramwell I Robertson Sherwood Architects pc 1132 E. ~ Suite 540 Phone:, 541-342-8077 Fax: 1541c345-4302 I , Applicant's Rep.: Company: Address: Bramwell Robertson Sherwood Architects pc , 132 E. Suite 540 I Property Owner: Company: Address: PaciftcSource Health Plans IPacificSource Health Plans 110 Interh'ational ." " ( ASSESSOR'S MAP NO: 17-03-15-40-00100 Property Address: 110 InternationalWav Size of Property: 13.82 TAX LOT NO(s): ,100 1 Acres' rgJ Square Feet 0 Proposed Name of Project:. Emergency Generator Installation . gr5~~~)k~8-1!!l~~;;~arrmilirlnZm0illK"""~iGW;'~"fiW"'".c'0P'h"Wm1!;MiIl&i",;W"fJ:W'~,*,,,,$J.%'ik1j1l:%lk~.N:f.h'1i\i'WitFrr~'Kii1iW:f0;:;(I:,W!V~.Gfifi'Siim!i:0mii1'1&.'#il(1:";;;:""*,,('WAE~,,i~J Description of ' Proposal: ' , Emergency generator installation # of Lots/Parcels: ' Avg. Lot/Parcel Size: ' sf Density: du/acre New Impervious Surface Coverage: AOO, sf Bldg. Gross Floor'Area: 61,440' sf i~.fu",'cti;89i.s"2it'{W-ffii5"4'\:t,tr~2:"#0TIW'$:m~~z;rtJti<<i.i.ip:,5ji!.i:.:,?_0',-xt%Jr~iti~'k~*ti~10"~fll~~~Jiij4i$);:iiW~~~1Wi-r'if-:a~'"w~~;:E)$m'REite~JilIT.2i!&&~~ A, . .._ , , ~ - Zoning: Applicable Refinement Plan: Location: City Limits 0 Associated Applications: ~%lir'Xk'i>'m'\i\!"';iYmr~~~dfk~~0i$W'~~~:=3~~.itkj~;tili,~i.%$~41W~~)>3:~;m Pre-Submittal'" ( Case No.: ~ Date: , Il' "',' Reviewed by: Case No.: I1J1LJm1:OODate:' ' ~' Revie1ll(ed by: CA, "Wl~ I ( \pplication Fee: $ Technical Fee: $ ..:..' P..ostage F~e: $ I "TOTAL FEE'S $ UCllt: F<.t::l,,\:Ilvcu. I O"erlay [)istrict: Plan Designation:' Urban Growth Boundary 0 : ~gj;.to/ 2007 J..... . Updated 12/8/2006 Brenda Jones' Oriainal Submittal ~ t' Steps in the Process: 1. The Applicant Submits a Pre-Submittal Meeting Application ( The Pre-Submittal Application is mandatory. Please refer to the Springfield Fee Schedule for the Pre-Submittal Application fee: The submittal package must conform to the application completeness checklist attached to this form. You are required to submit Nine (9) copies of,the submittal requirements packet for pre-submittal review. Pre-submittal meetings will be conducted every Tuesday and Friday between 10:00 am and noon. We . will strive to conduct the Pre-Submittal meeting within five to seven working days of receiving the application. 2. Applicant and the City conduct the Pre-Submittal Meeting We strongly encourage you, the owner and design team to attend the Pre-Submittal meeting. The meeting will be held with representatives from Public Works Engineering and Transportation, Community Services (Building), Fire Marshall's office, and the Planning Division. The meeting will be scheduled for 30 to 60 minutes. The Planner will provide you with a Pre-Submittal Checklist at the end of the meeting specifying the items required to make the application complete-if it isn't already complete. You will then have 180 days to make the application complete for submittal and acceptance. by the City. ( 3. Applicant Submits a Complete Application When you have addressed all of the items on the Pre-Submittal Checklist, please submit 18 copies of the complete application to the City. A fee will be collected at that time and the 120 day calendar review period will begin. When the Planner has prepared a draft land use decision, the draft will be mailed/faxed to the applicant/owner/design team for their review. At the applicant's request, the planner will schedule a meeting to review the draft with appropriate staff if certain issues need resolution before the final land use decision is issued. " ' Owner's Signature This application will be used for both the required Pre-Submittal Meeting and subsequent complete application submittal. Owner's signatures are required at both stages in the application process. An application without the Owner's signature will not be accepted. The undersigned acknowledges that the information in this application is correct and accurate for sChedUILi~ng of th/?e pre-S;?;Ub_m/i~tal Me ting. ....7/2/' 10.' Owner: Date: I(T Signature /' I I Date Received: , /,(oJtJt1tl (? (jZ VB0C1ftl1-.- Print 4:2.8 / 2007 . ( Original Submittal Updated 12/8/2006 Brenda Jones ,- <";:1 ( I represent this application to be complete for submittal to the City. Consistent with the completeness check performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as necessary for processing the application is provided herein or the information will not be provided if not otherwise contained within the submittal, and the City may begin processing the application with the information as submitted. This' statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining :w:::,mPlet'/~i~!J (}L- D", ~ //5 k 1- Sigr\"ature' , { f.. L<VJiJ&I~t/a'i,~ . Print ' ( , Date Received: #~'2{) / 2007 ( Origins: Submittal. Updated 12/8/2006 Brend~ Jones Site" Plan Submittal Req, "ements Checklist *If you feel an item does not apply, ple?se state the-reason why and attach the explanation to this form. . , , 1. Application fee-refer to the Development Code Fee Schedule for the appropriate fee calculation formula. A copy of the 'fee schedule is available at the Development Services Department. The application fee and current postage fee is collected~t the time of . complete application submittal., , 2~ Copy of the deed and a preliminary title report-one copy issued w,ithin the past 30 days documenting ownership and listing all encumbrances. If the appli,cant is not the property owner, written permission from the property owner.is required. 3.. One additional copy of the Site Plan reduced ,to 81h"x 11", which will be mailed as part of the required neighboring property notification"packet. - 4. Right-of-Way Approach Permit application must be provided where the property has frontage on an Oregon Department of Transportation (ODOT) facility. S. Stormwater Management System Study-four copies of a study with the completed StormwaterScoping Sheet attached. The plan, supporting calculations and documentation must be consistent with the Engineering Design Standards and Procedures Manual. ' , 6.. Traffic Impact Study-four copies of a study prepared by a Traffic Engineer in accordance withSDC Section 32.020(1)(c). Traffic Impact Studies (TIA) allow the City to analyze and evaluate the traffic impacts and mitigation of a development on the City's transportation system. In general, a TIA must explain how the traffic from a given development affects the transportation system in terms of safety, traffic operations, access and mobility, and immediate and adjoining street systems. A TIA must also address, if needed, City, metro plan and state land use and transportation policies and objectives. 7. Nine (9) copies of the following plan sets for the Pre-Submittal Meeting OR . Eighteen copies of the following plan sets for Complete Application Submittal . ,~ All of the following plans must include the scale (appropriate to the area involved and sufficient to show detail of the plan and related data, such as 1" = 30'; 1" = SO' or 1" = 100'), north arrow, and date of preparation. All plan sets must be folded to 8V2" by 11" and bound by rubber bands for submittal. . Date Received: a. Site Assessment .Of Existing Conditions .1 _,1.,-, . , . . ~W/~ o Prepared by an Oregon licensed Landscape Architect or Engine,er ' " Vicinity Map. . Ori~:(naj S b 'tt I , 0 The name, location and dimensions of all existing site featur~slnc~umh~ buildings, curb cuts, trees and impervious surface areas, clearly indicating what is remaining and what is being removed . o ReqlJired setbacks to the proposed new property lines for existing structures to remain on site ' . . o The name, location, dimensions, direction of flow and top of b~nk of all watercourses and required riparian setback that are shown on ,the Water Quality Limited Watercourse Map on file in the Development Services pepartment Updated 12/812006 Brenda Jones. o The' 100-yeal'~"~j'odplain and floodway bo'undaries vol the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA appn;wed Letter of Map , Amendment or Letter,of Map Revision . ' , , o The Time of Travei Zones,. as specified in Article 17 of the Spri[1gfield Development Code and delineateg on the W~lIhead Protection Areas Map on file in .the Development Services Department . o Physical features including, but not limited to trees 5" in diameter or greater when measured 4 V2'feet above the ground, significant clusters of trees and shrubs, riparian areas, wetlands and rock outcroppings" . o Soil types and water table information as mapped and speCified in the Soils Survey of Lane County. A Geotechnical Report prepared by an Engineer must be , s'ubmitted concurrently if the Soils Survey .indicates the proposed development area has unstable soils and/or a high water table ' b. Site Plan ". o Prepared by an Oregon Licensed Arc'hitect, Landscape Architect or EngIneer o Pr,oposed buildings:,1ocation, dimensions, size. (gross floor area applicable to the parking requirement for the proposed use(s)), setbacks from property lines, distance between buildings . o Location and height of existing or proposed fences, outdoor equipment, storage, . trash recept?lcles, and signs . . , o Location, dimensions and number of typical, compact and disabled parking spaces; including aisles, wheel bumpers, directional signs and striping o .Lot coverage calculations of all parking and vehicular areas " o On-site loading areas and vehicular and pedestrian circulation' o Access to streets, alleys and properties to be served, including the location and di,mensions of existing and proposed curb cuts and curb cuts proposed to be closed ' o LocatiOn of on-site exterior lighting o Location, type and number of bicycle parking spaces o Location of existing and proposed transit facilities , ' Phased Development Where applicable, the Site Plan application shall include a phasing plan that indicates any proposed phases for development/including the ,boundaries and sequencing of each pl;)ase as may be permitted in Section 3.040 of this Article. Phasing shall progress in a sequence that promotes street connectivity between the. various phases of the development' and accommodates other required public improvements, including but not limited to, sanitary sewer, stormwater management, water and electricity. ' c. Improvement and Public Utilities Plan o Prepared by an Oregon Licensed Civil Engineer o Location of all existing and proposed easements o Location, widths and names of all existing and proposed streets, alleys, dedications or'other right-of-ways within or adjacent.to the proposed development. . " o Location and type of existing and proposed street lighting o Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units and similarrp.ubli~-t9.cilities d' o Location and width of all existing and propo~ed sidewalks, sia@~I0ra'i1fpl!~ . pedestrian access ways and trails /fi-.w / 2007 Updated 12/8/2006 Brenda Jones OriDinal SuOm!~~:.':!_-,,<=_. <, o Location and/"~ of existing an.d proposed utilitie~ 0n and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points d. Grading and Paving Plan o Prepared by an Oregon Licensed Civil Engineer o Planting plan prepared by an Oregon Licensed Landscape Architect where plants are proposed as part of the stormwater management system o Roof drainage patterns and discharge locations o Pervious and impervious area drainage patterns o The size and location of stormwater management systems components, including but not limited to: drain lines, catch basins, dry wells and/or detention ponds; stormwater quality measures; and natural drainageways to be retained o Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for land with a slope over 10 percent, the contour lines may be at 5 foot intervals) . o Amount of proposed cut and fill e. Landscape Plan o Lo'cation and dimensions of landscaping and open space areas to include calculation of landscape coverage o Vegetative screening in accordance with SDC Section 31.160 o Written description, including specifications of the permanent irrigation system o Location and type of street trees o List in chart form the proposed types of landscape materials (tr~es, shrubs, ground cover). Include in the chart genus, species, common name, quantity, size, spacing and method of planting f. Architectural Plans: o Exterior elevations of all buildings and structures proposed for the development site o Conceptual floor plans o Type, height and area of exterior lighting G. On-Site Lighting Plan: o Location, orientation and maximum height of exterior light fixtures o Type and extent of shielding, including cut-off angles and type of illumination, wattage and luminous area o Photometric test report for each light source 8. Additional materials that may be required IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE APPLICANT SHOULD CONSIDER UTILIZING EITHER THE DEVELOPMENT ISSUES OR THE PRE-APPLICATION REPORT AS DISCUSSED IN SDC 31.030: o Where a multi-family development is proposed, any additiona01:ltreeRa:ts:e~ded to demonstrate compliance with SDC Section 16.110. ~-w- I ?nn! Updated 12/8/2006 Brenda Jones Onglr''.1! ;:.t~~d'._,..... _ ._~ .. o Riparian Area otecticin Report For properties lo<.~_ed within 150'feet of the top of bank of any Water Quality Limited Watercourses (WQLW) o~: within 100 feet of the top of bank of any direct tributaries of WQLW o A Geotechnical Report prepared by an engineer must be submitted concurrently if there are unstable soils and/or a high water table present .' o Where the development area' is within an overlay district applicable, address the , additional standards of the overlay district ' ' o If five or more trees are proposed to be removed, a Tree Felling Permit as specified in SDC Article 38 " o A wetland delineation approved by the Oregon Division of Stat~ Lands must be submitted concurrently where there is a wetland on the property , o Any required federal or state permit must be submitted concurrently or evidence the permit application has been submitted for review ., o Where any grading, filling or excavating is proposed with the development, a Land and Drainage Alteration permit must be submitted with the land use application ". ' :. o Where applicable, any,Discretionary Use, Variance or Modification of Provisions as specified in SDC Article 10 or 11 " ",. , .1 , Date Received: ., iJ~'2D. / 2007 Original Submittal " '. Updated 12/8/2006 Brenda lones ., Date Received: 4~tio /2007 I '1 :~ ;1 'i .;.'1' SOIL SURVEY OF LANE COUNTY AREA, OREGON . ~ l'~ Original Submittal PacificSource Health Plans " , ;<\l!I)lY:r"'~ ~,'!l ''<(~j , . ....".... [!j~~~,. '. " :;:jl " ,..:"i<-, 'f o 40 80 Meters 160 ,0 '100 200, 400, 600 "I Feet 800 !d$~~ N'IIt1r;,lllc_,,,t1t<:~, ~ C"lI.'cnalj"u.'i"nkr Web Soil SlIIVCY I.-I N,llioll,d Coopclmivc Soil Survey ]t2Ji2()()7 I'<lg<.: I 01'3 MAP LEGEND Soil'Map Units Cilies Detailed Counties Detailed States InlerslateHighway's 'Roads Rails waler Hydrography Oceans A'A'"'''' Escarpmenl.,bedrock L---1 L.-.-J ';~V:;W,'t~ o V""'V^VA,^ Escarpmen!. nofi..;bedrock "-"--"V'V'." Gulley tlllUlllllII1I Levee D'ate Received:~ ~r-:-:?o / 2007 )riginal Submittal USDA Nlllural Rt~ollicn '""~-= COl1lrrtalion Stnict Slope '-:J Blowout f.EJ Borrow Pit' ~ Clay spof . Depfe!;sion. dosed 'Eroded Spot :x Gravel PH GravellySpol ". Gulley tc @ .. @ Lava Flow Landfill Marsh or Swamp MiscellaneouSWaler Rock'OUlCfOp- Saline Spot SandySpol Sfide.orSlip Sinkhole Sodie Spot Spoil Area Stor\Y Spo\ v, ,0 o w "''''y '::',v'"y '::>fJUl '" 'perennial Waler Wet Spot t SOIL SURVEY OF LANE COUNTY AREA, OREGON PacificSource Health Plans MAP INFORMATION Source of Map: Natural Resources' Conservation Service Web Soil Survey URL: http://webso;'lsurvey,nrcs,usda,gov Co()rdinate System: UTM Zone 10 Soil Survey Area: Lane County Area, Oregon Spatial Version olData: 2 Soil Map Compilation Scale: 1:20000 Map comprised of aerial images photographed on these dateS: 6/19/1994; 6/27/1995 ' The orthophoto or other base map on which the soil lines were compfled,and digitized probably differs. irom the background imagery displayed on these maps. . As a result. some minor shiftinq of mao unit boundaries may be evident Web Soil Survey 1.1 National Cooperative Soil Survey 3nl/2007 Page.20f3 .- ", Soil Survey of Lane County Area, Oregon r.acificSourcc;Health Plans Map Unit Legend SUmmary Lane Comity Area, Oregon Map Unit Symbol ~ap Unit Name Acres in AOI Percent of AOI' 26 Chehalis,silty clay loam, occasionally 34.7 flooded 37.2 75 Malabon silty clay loam 14,6 15,6 'W Water ,2,6 2,8 Date Received: :*::w / 2007 Original Submittal USDA Nal11f..J ReSOIlfce<; "'>= Co,,~~t...lion S~n"ice . Web Soil Survey I. J National Cooperative Soil Survey, 3/2112007 rage 3 ofJ Page 1 of 1 '.'., , John Bramwell , From: Janet Pardee [jpardee @bhengineers,com] Sent:. Monday, March 19, 2007 12:31 PM To: John Bramwell (E,mail) ,Subject: FW:, PacificS6urce Health Plans: Emerge~cy Generator In~tallation - Stormwater Scoping ~heet -----Original Message----- From: STOUDER Matt [mailto:msto'uder@cLspringfield,or.us] Sent: Monday, March 19, 2007 9:38 AM To: Janet Pardee; .... Subject: RE: Paci.ficSource Health ~.Ians: Emergency Generator Installation - Stormwater Sc~ping Sheet ; ~, Janet, , A scoping sheet 'will not be required for this small scope of work, If anyone lias 'any questions, please direct them to me at 736- 1035. Thanks, ., Matt' ,., . From: Janet Pardee [mailto:jpardee@bhengineers,com] Sent: Friday, March 16,2007 4: 11 PM To: STOUDER Matt ' Cc: John Bramwell (E~maii) Subject: PacificSburce Health Plans: EmergenCy Generator Installation - Stormwater Scoping Sheet;, 'Matt, . . L' " 1 PacificSource Healih Plans is in the process of implerT)enting the design and installation of an emergency generator on their Corporate Office Building site located on International Way (see attached) in Springfield, The project'was previously permitted through the Site Plan Review process back in June, .2002 but did not include an emergency generator, The inclusion of the proposed generator initiates the Site Plan Review Modification (type II) Review process which, as yo,u know,:now requires the completion of the Stormwater Scoping Sheet, which was not completed during the course of th'e initial site plan review process, Due to the limited development footprint and associated utility infrastructure required for the generator installation, please confirm for us whether or not the Owner will be required to complete and submit the requisite Stormwater Management System Scope of Work form. ' , , We appreciate,your'time. please let us know if you have any questions and/or comments, Janet L. Pardee, P,E, 6alzhiser ItliuPll."r.d EQglneeIl> Mechanical. Electrical. Civil - Energy. Lighting. Su.rveying . Commjssioning - Suslainability. 100 West 13th Avenue, Eugene"Oregon 97401 (541-) 686.8478 fax (541) 345-5303 , . Date Received: ~i:f---2f; 2007 . Original Submittal 3/27/2007 ~ ,~L-'-'-'- . """" ~.' ~~ ., ..- .' _'..._" ,'~ -~- -...".' '''J".:.--'''- p" '.":. o u ~ f- F= 3 :z ili ffi 0:: uJ Gi c:> f- :z: ~ cc ----...~'-';...',-..:'...:-... -' After Recording Return To: Susan C. Glen " 0 Dunn Carney Allen Higgins & Tongue LLP. 851 S,W, Sixth Avenue, Suite 1500 Portland, OR 97204 (For Recorder's Use Only) , Division of Chief Deputy Clerk Lane Counly Deeds and Records l~~j.~~m~ Until a change is requested rill tax statements shall be sent to, 1\ \111 11\1\111111 II 111111111111111111111111111\11 $36,00 00434561200300473740030037 0512312003 01 :48:32 PM RPR-DEED Cnl=1 Sln=15 CASHIER 06 $15.00 $11,00 $10,00 No change. SPECIAL WARRANTY DEED API PROPERTIES 180 LLC, a Nevada Jimited liability company (the "Grantor") hereby cOtweys arid specially warrants to PACIFIC HOSPITAL ASSOCIATION, an Oregon non-profit corporation (the "Grantee") the real property described in attached Exhibit A, which is incorporated herein by this reference. located in Lane County, Oregon (the ,"Property"), The Property is free of ill'tiens and encumbrances created or suffered by the Gr""tor, except as set forth in attached Exhibit B, which is incorporated herein by this reference, THIS'INSTRI.TMEt\'T WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APpLICABLE LAND USE LAWS AND REGULATIONS, BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO. THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES AND TO DETERMINE Al'<ry LUvnTS ON LAWSUITS,AGAINST FARlv1IN.G OR FOREST PRACTICES AS'DEFINED IN,ORS 30.930, The true and actual consideration for this conveyance is $2,297,521.38, DATED: May \ '1- ,2003, API PROPERTIES 180 LLC. a Nevada LLC . By: API Properties Nevada, Inc" a Nevada c9orporation, sole mfl%ember . I ' B': /~,,'^-_ ~ ~ Mervine, SflVice President' Date Received: 1-,;Zp- I 2007 Original Submittal 1 - SPECIAL W ARR,;\NTY DEED C'.Chx~nlC"~5 ~nJ St:l;n~I'J"li:\(.t><:~1 S<lli~ill',TelT1f"'lnT)' I:ucm:' Fil:,'.OU: 110,p Acn.ll1c<Jdo.: " /' , EXHIBIT A Le~al Description '(INSERT LEGAL DESCRIPTION ATTACHED AS EXHIBIT Acl TO SECOND AMENDMENT TO PURCHASE AGREEMENT) Date Received: 4~~!J3 / 2007 Original Submittal J ..\1).\11:-': ,\!),\ISIi.l\Rr. L;",b'I"':~1.FILES Smi, -41,- dSI:O:"h'r:' 1',","';'J:1i:' [),~.!. ,,'E~ ~'.~.': . ~\ ./\ , .' ... Parcel I and a portion of Parcel 2 of Land Partition Plat Number 94-P.o5.o2 as planed and ;ecorded in u1e Land ,Partition Plat Records orLane County, Oregon which is more particularly described as follows: Beginning at u1e northeast comer of said Parcel I, said point being the Northeast Comer at the " kG. Stevens Donation Land Claim No, 45 in Tovmship 17 South, Range 3 West' of the Willamet1e,Meridian; thence S .003,1 '.0.0" W, along the east line of said Parcell, a distance of 8.03,96 feet to the southeaSt comer thereof; thence N 89046'52" W, along 11,. south boundary, a distance of42,7.o feet; 111ence leaving last said boundBI)' S 45041'15"W a dis\m1ce of 121..08 feet to a point on the right-{)f-way of International Way; thence along said rigbt-of-way on the arc of a 35~..o.o foot radius curve to 11" left; having a central a1)gle of 4.0013'43" and a chord bearing N6904.o'.o.o" W 246,92 feet, a distance of252..o6 feet to a point aD the afore-described south line' ' of Parcel I; thence N 89046'52" W, along said line, a distance of376,98 feet to the southwest comer of Parcel I ; 111ence N .0031 '0.0" E, along uie west line thereof, a dis\2nce of 8.01,1.0 feet \0 the northwest corner of said Parcell; thence N 89059'5.0" E, along the north line,i.,'oereof, a dis\m1ce of737,88 feet (0 the point of beginning, ' Containing 13,82 acres, more or Jess, lying in the City of Springfield, Lane Count:';, Oregon, TIlt basis of'the bearings in uus description is Land Partition Piat No, 94-P.o5.o2 by James Branch filed as Cmillty SUrveyor's Filt No, 3195.0 OD May 6,1994 in Lbe records of111e Lane' County Suneyor. Date Received: ~4~ 20 2007 Original Submittal '", " \'- ~ .\ ;:1 I "I \ 'I \ :1 I , ;':1 J:.'I"< 'I ,,- \ \ \ \ \ I \ _s~ ':.- I!; U ,,~ ,V , ? tl. "<Jl'~G~~t '~'~ \-? ? J>. ':Pl~~~',J)(\ "0(\0" ~ ;- '. _J60~' .:-;-< ---"':::-..- ;'y"'" JW~'7J- ~~ 'f: '"1/. ~~~" /'/ ~ \~. . I ,,, __ ... /., Y G - , //:' .\ --lIo;r""';H'" /; /" \, ,':)J."/," c' / ,/ // \\,"",::'kli,'." ~ ~I Lht j( "~" 0,1, ,(::~r,," , " 0 'I t!~');?!' '0' n ""Va; "~,..:::::.,,..,I 1 Y' 0 <1 (. ~)'>~ t'-' ' I ~I .(":~f{t:~oo rJ 0 f:, Q \. V f ~ .,< ;.P" . ,," ' ' j ~:l,\),i ~ "0 J '" .' ""\ 'I .J \) At.\"" - ,A ,.!t.'f.Ylil' "g"" "X' ? ,. \\ c ",,~, .' ,')~~;,.;iA>i~':\'i;1i;;)!i ""-i~ J \. V V ~,t<f~"'^ " I': '''''1'- Ij.~:! .<l'RfS ~I ~ ~ I 11,06 ACRl.'S. - I ~ I I .11'; I' '::: "" g'''''' fI '" '"' . ,~~~ >;,7. t:';f,'r:.f.~-:i,"f".' ~ I h . 1 ' ""'" ~f,"'O' ..,.-, c""",I'l '" 1:1: fall ___ "'I;....' -""'- u -,.=u lL u ~~'r. g,~%,t.!.tJrl\':C."CJ }'),I!Cf:LJ ow AffL'~ /in ~HiA pA/lett:! OU! "/I!:,, . ~ Ij,~~ ~CRn NL" All!:.! " /ja ACN:~' \ ~"l '1\ -- _ _ _ Ii (XI)100' f " .i ~7Af?), '01 lif;,~ j~;-!f',r(~j~::OfO ~Hl ,}O .rfu.,,, <~ f'" } t"" 0"-" ('1'1,<,,,, ",3:0.,'>0, ,,,,,r ~~. SCUJ: l'-}OO' -0 Q) > 'Q) o & Q) - ro Cl~, ..... ~ -... ~ ~ - 'E .0 ::J (/) (ij ,5 Cl '<:: o ~-=_1,-.~ ~ ~~]~Ai;~:4~;~fk~~i~r .P~lJMfNARY PLAN ("_5/ "'~ ----- '-. ...~---_...~-_..--> >>Oil u~: liJ' .~ ; I'I..~I" so. I t; I II,: : ," :~ I r ""w.n '''';'~''''l\' .1' A I .nr~; '''A / ,: . >4..,;~A . '. ' " ,. " '};';o' :~:~~r c\~;;~i:~:[~~~;~~:~I""'P"""o7i '/00 .t . ' ~ .),,' D. J. 'OJ-I!J-,~O OWN/ifl SO'JT .I;!~IC Cul[.'llll'II,r(u( III( 'f;'f:,~:.;~;i',';,.r,Z~,;"~.':':~:~ . (o./Cft.c 0< ~H_OO ~"_l,. ~(c.SJ(~(1;I P/lOf[SS'O<<A~ ~AND S,vRv(TOR c. q",,""b..a- l O<\[Cc., """"'!Jl, ,In Cl[ll COOD""", ." . ~xP,~u. ..uN, .10. 2C --- ~ c: II! c; C' ~ ~ c c //1. ~/ ~ .~-~~.=,- ~o.....",~ ~ '[l!l1) @leg !\Jb@f: ~~ g@ (IJJ[)(IJJ[) ~ @.~ ~~~ ~~'~ o@""\ g:@0@b ~ C' II! ~ '" ~ " i=- [): << " w "' " '" c y .".' ~,., 1651 CENTENNIAL BLVD.'. SPRINGFIELD, OR 97477 P.O. BOX 931 . SPRINGFIELD, OR 97477 PHONE: 541.741.1981 FAX: 541.741,0619' "" ~ .~ ~'" ..,",'" ,~. . ' --- '~..f.,_ ~~ ,'~i:.1'~;~.:;.:-=: I.. __"-'~-.;,__ 1\ ~X~!gI~~ll TITLE INSURANCE SERVICES . ESCROW CLOSINGS 875 COUNTRY ClUB RD. . EUGENE, OR 97401 PO, 80X 10211 . EUGENE, OR 97440 PHONE: 541.687,9794 FAX: 541,687,0924 March 22, 2007 Our Order No,: EL T-52942 PRELIMINARY TITLE REPORT Pacific Source Health Plans P,O, Box 7068 Eugene, Oregon 97401-0068 ,Attn: Steven 1. Ord Estimated Premium for: PARTIAL BILLING $200,00 TOTAL. $200.00 Dear Steven: We are prepared to ~ssue on request and on recording of the appropriate documents, a policy or policies as applied for, with coverages as indicated, based on this preliminary report, LEGAL DESCRIPTION: SEE A IT ACHED EXHIBIT A Showing fee simple title as of March 8, 2007, at 8:00 a,m" vested in: PACIFIC HOSPITAL ASSOCIATION, an Oregon non-profitcorjlOration Subject only to the exceptions shown herein and to the terms, conditions and exceptions contained in the policy form, No liability,is assumed until a full premium has been paid, ' . Date Received: -#~ 24 2007 Original Submittal . CONTINUED "IN OUR BUSINESS, YOU MATTER MOST" Vvvv\../.evergreen landtitJ e.com :,' '-., ' ELT - 52942 Page 2 SCHEDULE B GENERAL EXCEPTIONS 1. Taxes or assessments which are not shown as existing liens by the records of any taxing . authority that levies taxes or assessments on real property or by the public re~ords; proceedings by a public agency which 'may result in taxes or assessments, or notices of suc~ proceedings, whether or hot shown by the records of such agency or by the public records, 2. Facts, rights, interests or claim~ which are not shown by the public records but which could b.e as~ertainedby an inspection of the land or by making inquiry of persons in possession thereof. ' 3, Easements, or claims of easement, not shown by the .public. records; reservations,or exceptions in patents or in Acts 'authorizing the issuance thereof; water rights, claims or title to , .. il water, . , , ' , '. .4. Discrepancies, conflicts in boundary lines, shortage in area, encroaclunents or other facts which acorrect survey would disclos~, . , 5, Any lien, or rightto a lien, for services, labor, material, equipment rental or ,workers compensation heretofore or hereafter furnished, imposed bylaw and not showd by the public records, ' CURRENT EXCEPTIONS 6, Rights of the public and' 9f governmental bodies in '~d to that portion of thit portion of the premises herein described lying below the high watermark ofthe McKenzie River and the oWnership.ofthe State of Oregon in and to that portion lying below the high water mark' thereof. 7, Anyadverse claim based upon the assertion that the location of the McKenzie River has moved and that any portion ofthe.subjed property has been created by' artificial means. or has accreted to such portions so created, or based on the provisions of ORS 274,905 thrbugh 274.940, 8. Tr~smission Line Easement, including the terms and provisions thereof, by~instrument Recorded March 9,1960, Reception No, 93123, imdamended by instrument R~corded April 7, 1961, Reception No, 28368, Official Records of Lane County, Oregon, . , , , , , , , 9. Covenants, Conditions, and Restrictions; but omitting restrictions, if ~y, ba~ed on race, color, religion or national origin, imposed by instrument, including the terms imd provisions 'thereof, Recorded April18, 1979, Reception No, 79"22562, Lane County Oregon Records, . Date Received: 4t~w; 2007 ..'., CONTINUED Original ~ubmittal ," ELT'- 52942 Page 3 10, Agreement, including the terms and provisions thereof, between the City of Springfield, and Harold E, Rice, etux, by instrument Dated July 18, 1983, Recorded August 9,1983, Reception No. 83-27836, Lane Couhty Oregon Records, 11, Agreement, including the terms ?ffid provisions thereof, between the City of Springfield, and Harold E, Rice etux, by instrument Dated September 4, ] 986, Recorded October 1, 1986, Reception No, 86-38911, Lane County Oregon Records, 12, Notice of Annexation Agreement, including the terms and provisions thereof, between Harold E. and Leona M, Rice, and the City of Springfield, by instrument Recorded May 6, 1994, Reception No, 94-34937, Lane County Oregon Records, 13, Waiver of the Time Liinit on Consent to Annexation an Addendum to the Consent to Annexation Document, including the terms arid provisions thereof, by instrument Recorded May 6,1994, Reception No, 94-34938, Lane County Oregon Records, 14, Easement, granted to the City of Springfield, a municipal corporation, including the terms and provisions thereof, ,by instrument Recorded May 6, 1994, Reception No, 94-34945, Lane County Oregon Records, 15, Conditions for Public Utility Easements (7 foot); including the terms and provisions thereof, by instrument Recorded May 6,1994, Reception No, 94-34946, Lane County Oregon Records, ' 16. Public Utility and Slope Easements as shown on the recorded partition plats, 17. Easement, granted to the City of Springfield, including the terms and provisions thereof, by instrument Recorded August 19,2002, Reception No, 2002-062675, Lane County Oregon Records, .18. Public Utility Easement, granted to the City of Springfield, including the terms and provisions thereof, by instrument Recorded August 19, 2002, Reception No, 2002-062676, Lane County Oregon Records, 19, Easement and Release Transmission Line and Danger Trees, granted to the United States of America, Department of Energy, Bonneville Power Administration, including the terms and provisions thereof, by instrument Recorded June 2, 2006, Reception No, 2006-038272, Lane County Oregon Records, NOTE: Taxes, Map No. 17-03-15-40-00100, Code 04-78, Account No, 1518909,2006-2007, $151,553,57, paid in full. NOTE: The address of the property to be insured herein is: 110 INTERNABONAL -viA Y, SPRINGFIELD, OREGON 97477. . ate Received: 4-:.W/ 2007 CONTINUED Original Submittal EL T - 52942 Page 4 NOTE: A JUDGEMENTILIENIBANKRUPTCY SEARCH was done for the name(s) PACIFIC HOSPITAL ASSOCIA TION, and as of March 8, 2007, none were foun~l. NOTE: As.ofMarch 8, 2007, there are no liens for the City of Springfield, INFORMATIONAL NOTE: The vesting deed and changes within the last 24 months are as follows: WARRANTY DEED RECORDED May 23, 2003, FROM API PROPERTIES 180 LLC, A ~TEV ADA LIMITED LIABILITY COMPANY, TO PACIFIC HOSPITAL ASSOCIA TION, AN OREGON NON-PROFIT CORPORATION, RECEPTION NO, 2003-047374, Very truly yours, EVERGREEN LAND TITLE COMPANY HOME OFFICE By: )/;1 v:1U, Jeffrey K. Walker Advisory Title Officer NO LIABILITY IS ASSUMED HEREUNDER UNTIL POLICY IS ISSUED AND PREMIUM PAID, IF FOR ANY REASON THE REPORT IS CANCELLEq, A MINIMUM CANCELLATION FEE OF $200,00 WILL BE CHARGED,. Date Received: ~4~20 2007 Original Submittal ELT - 52942 Page 1 of 1 . Legal Description EXHIBIT A Parcell and a portion of Parcel 2 of Land Partition Plat No, 94-P0502, as platted and recorded in Lane County Oregon Plat Records, in Lane County, Ore'gon, which is more particulariy described as follows: " Beginning at the Northeast corner of said Parcell; said point being the Northeast corner of the AC Stevens Donation Land Claim No, 45, in Township 17 South, Range 3 West of the Willamette Meridian; thence South 00 31' 00" West along the East line of said Parcell, a distanceof803,96 feet to the'Southeast corner thereof; thence North 890 46' 52" West along the South boundary, a distance of 42,70 feet; thence leaving last said boundary South 45041' 15" West, a distance of 121.08 feet to a point on the right-of-way ofInternational Way; thence alongsaid.right-of-way on the arc ofa 359,00 foot radius curve to the Jeft, having a central angle of 400 13' 43" anda.chord bearing North 690 40' 00" West 246,92 feet, a distance of 252.06 feet to a point on the afore-described South line ofParcell; thence N6rth 890 46' 52" ,West along said line, a distance of 376,98 feet to !he Southwest corner of Parte 1 1; th~nce North 00'31' OO"East along the West line thereof, a distance. of 801.10 feet to, the Northwest corner of said Parcell ;,.thence North 89' 59' 50" East along the North line thereof, a distance of737.88'feet to the Point of Beginning, in Lane County, Oregon, The basis of the bearings in this description is Land 'Partition PlatNo, 94-P0502 by Jaines Branch filed as County Surveyor's File No, 31950 on May 6, 1994, in the Records ofthe Lane . County SurveYQL , Date Received: ~lf;"v; 2007 , " Original Submittal , " ".,. u '00 '~~J'-"~~n ... :: 7~1_-H~f'P?'7"6.-fjO'"rrrp:--T777~7:'~1-___2.!I12!:____Q~9__~~;'~ S ':'L ::';"~".~]~v>~ '3,;~ CST - ~1.1' tllS . 6O'5<.lH' ((,UIJ ' HO~'3"06'1; -::'-~5..HJ' .. 0' ' {''']'' '-"'11 ' ii" '1 ' I'! 200 0,'" d I: P J.ll"~"tl1lj " 6,19 AC, (.) ~... ~'...,,!J -lJ~ : ~ \. II t.:.-U' ~ '.~ S.: SA7 AC=.. _ ,~fJ _' :;!PCl /' ,_ i89NNEVALE PQ\'If[~i6QM-'NISTRNIONt_ .,;#.ii'" UGAR - STATION "s" .J:No, 1 ' :.,~ , . , 0'n.., ;c, '.) L\ <E' ~)Q 0 0 ,~ 0 C' ~ - - ~ ~ ..L-. -~~--Cii~?!i:.~ - 5.72 AC.S. ::>l~ 500 l,.-..'"ft!,,"'?'"t 32484 ~ 7.05 AG. , 1 .:J.~: 300 ~: peL 1 ] ~~ II peL 2 12.68 AC. (r'ill'r'~', IJ'l' '~y 'tJ)~';{ ~ ".',' ,~ I'; ; 'IC~ =, " ' " - - ,,.,.y ~"J. 1J If (.;i) ,ij 'I' " I:;: I,\-' '; ~' 1; > ,{, Ii;'! ! ~ ~ : ~". ,~ , ~) '''II~.oo 1:: ... . 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Q 00 0,G_0~9 0 0 ?:"' ~TI-I/S MAP IS TO E ~ TH~ LOCA TING PRO~~{~~ f (Q){lJ) ,L1J ~ ~ /[7 iRj COMPANY ASSUMES """ LI~ILlT,( fO.( INRct"I~ACI~!~ 0 Q " 0 0 " " W ,/:- E c, . URTESY F 5 EVeRG.~E~N LA.'lD Ilfu:: co 74J~1991 ,> '----,\ S.36978 I "- ...., = = ...... 004~04 ~' "' . , g;,rJ ,', $.375L8 14.77 AC.S. Ir I " S,' ,JH """0 00 G ~ "" :1' ~"'" 2/13/03 2/1J/03 '1-4/1'.)/1J3 1-4/1'.)/1J3 1::1/22/04 13/28/06 '.16I'l9/1J6 "". 17 03 15 4 .! ".... SPRINGFIELD...... N~D' 83/91... "", .! , ~ ~ ' REV1S10N L.L.A, - ... 'r~ HUIJ IN'ro IDu I-LA fL'S 1100 !. l7IJ3HOU-H103 PfN. OF T.I- 1000 iNTO PUBLIC ROAD. Pll'L l:!F fL. :iOO &. n:. 600 {Nfl:! F'1JEUC ROAlI PTN, 7011 INTU Rl:!AD PTN. 2'500,Jl(ro INTO r,AMf fARM RD NlJRTH L.LA BET'.iEEN TL'S 700 &. 600 (17031530) "'.1 E~P~O',-- _..l lLAI4,:;I -I LCAf4'/'7 ~ LCAT484 j LCAT4a4 LeAH,'1 j' LCATl40 LCATI-I-O \' ,! ~ , .' ...!. --- 0.0 'OJi'r] g~,G-~O 1) 80 ~.'t \""_-- ~ 1___ _----_ " ----- . " _'~--:::;..O:E ']83' .-.....-=:;::$ No - ',' -- --, , ,: . 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" ,..' < ,"J1 . ~'/.y., 'f,f..X,-X" J " ." ,~ ()pO {/ 10 . ~ Date Received: ~, .,1 -J#:?i;./ 2007 . ;i '~ c C f- ~-Iriginal Submittal 2308+16,3 n .....1;,;3i~}4;2.ii~".Rr... , _N89."6''52'IJ 3n.16' .q. 0 t") ~ Q, 8 u I"- ~ c.. <( ::::;: w w U) ;; ~';l.46'S2' ~ JiJ.:r,' - 1101 13,OlAC. ,Le = 412.Sl' N 44"37'56' \.I A = 90"17'52: R'" 291.00' L = 458.6L' 0014-78 rl)CX: 'I->(~( :1' j C2 '--' '$,37518 34'34' L3 .€1 <: ~. ... PacificSource Health Plans 110 International Way Springfield, Oregon 27 March 2007 Project Description: , This application is requesting a modification to the Development Agreement between the City of Springfield and Pacific Source Health Plans, The project proposes to add an emergency generator to the site of the corporate headquarters tor PacificSource Health, Plans, A 500 kW generator is proposed to be installed on an appropriate concrete pad with screening in the northwest corner of the property, Approvals Requested: ' Type II Major Site Plan Modificationl'App'roval. Attached Information: Type II Site Review Application and Check for Application Fee (1 copy) Property Deed and Preliminary Title Report (1 copy) Reduced Site Plan at 8-1/2 x 11 inch size (1 copy) Right;.ofiWay Approach Permit application (not required, property does not have frontage to ODOT facility) , , Stormwater Managerl)e(1t,Sys!emgty~y.,(siibrriitted'with original 2002 Site Plan Review application) ,',', Stormwater Scoping Sheet (not required per City of Springfield Public Works/Engineering) Traffic Impact Study (submitted with original 2002 Site Plan Review application) Drawings (18 copies). - A 1.0 Title Sheet A2,0 Overall Site Plan/Generator Plan and Screen Elevations C1,0 Site Assessment Plan C2,0 Improvement and Grading Plan E1 Site ElectricaVLighting Plan E2 Riser Diagram L 1,0 Landscape Plan Soli Survey (11 copies) MSDS Sheets (1 set) Site Acoustical Analysis (18 copies) " Floodway Impact Analysis (submitted with original 2002 Site Plan Review application) Geotechnical Report (1 copy) pWPOverlay Dis,trlg) Applicatiqn,(!8copies written, ,statement and diagrams) . :FP.,F'ilo~dpl<lii10verlay District Application (18 copies written statement and floodplain overlay 'plan) Generator Cut-Sheets (18 sets) " ,Project Lotation: , Project site is located at 110 International Way, The property is Parcel 1 of Land Partition Plat Number 94- P0502 as Recorded in Official Records of Lane Country, Oregon, TaxMap No, 17-03-15-40, Tax Lot 100, Site Ownership: ' Th~ c~rfenI8.rop,.~rty p,!"f)~r.,ls J:;acificSource I'lealth Plans. im Oregon Corporation. Zoning: The site is zoned C1, Campus industrial District. The corporate headquarters use is apermitted primary use per Section 21.040 in this district. Buildings are restricted to a height not to exceed 45 feet. The proposed generator enclosure is less than 45 feet in height. Adjacent property to the south, east and west ,is also zoned C1, Campus Industrial. The property to the north is outside of the City limits and the Urban Growth Boundary, . Date Received: 4~t.o I 2007 PacificSource Health Plans Page 1 Oriainal S.lJbmittal' l1ob'l'lrtson7Sherwooo/Arcnrrecls pc -:.-. . -,~ Scheduling/Phasing: , nie first and second phases of construction are complete, The first phase included the construction of a two story 61,440 SF office building with associated on-site infrastructure, site work, access, parking, and landscaping. The second phase included construction of 231 additional parking spaces, storm water management and landscaping, The final phase will include a similar building, infrastruCture, site work and landscaping, Public Easements: There are three existing pubiic easements of the proposed property, Bonneville Power Administration (BPA) has a 100 foot power line easement that crosses the north portion of the site in the floodway area, There is a 30 foot storm drainage easement on the west edge of the site, There are no known utilities in this easement.. However, there is an existing 48 inch storm drain line in an existing 10 foot utility easement on the adjacent property, There is a 7 foot public utility easement and slope easement at the south edge of the site along International Way, ' Floodway: , The northern portion of the site is located within the 100 year floodway limits as defined by the Federal Emergency Management Agency (FEMA), . A portion of the on-site stormwater retention pond and Phase Two parking development are located in the floodway, No new buildings are proposed for the floodway area. Phase One and Phase Two building are located outside of the Floodway Limit in an area classified by FEMA as Zone X, A Floodway Impact Analysis was prepared by Branch Engineering to address the impact of the proposed development on the fioodway, The design incorporates recommendations from the study in order that the project results in a "no rise" condition to the flood plain and fioodway elevations in ' the project area, These recommendations include maintaining specific elevation in the parking lot and construction of 0,5 - 1,0 foot high berms on the north side of the Phase Two parking lot. The ge'nerator pad is' ~roposed to be 12 inches above the 100 year floodplain boundry at 431.00 feet. Trees: There is an existing grouping of (5) trees near the proposed location of the generator.'A minimum of three of the existing trees will be removed for construction with a potential of two additional trees needing to be removed as required for construction access, Drinking Water Overlay District: The site is located in the 5 Year Time of Travel Zone (TOTZ) and straddles the Zone of Contribution Line. The proposed generator is designed with double wall type fuel tank, If a leak occurs in the main fuel tank; a secondary tank with a~ audible and visual alarm, contains any ieakage, Landscape maintenance is contracted out. No landscape maintenance materials, including fertilizers, are stored on site, Maximum Noise Levels: See attached acoustical analysis regardingnoise levels, Site generated, noise from roof top mechanical equipment will be less than the maximum 65 dba, 7 AM to 10 PM, and 60 dba, 10 PM to lAM, levels as required by Code, Measurement taken at property lines, " Date Received: ' 'f""'lD- I 2007 Original Submittal PacificSource Health Plans Page 2 Robertson/Sherwood/Architects pc Jl~~_: ~s~ -T~~ " ____ J:n m^,"'~ <O:Hf.::lo , .......'. ' , @ f~' . [~ . '~.::;;~1:,!'i;:: (if:'::''-... "~) / ~~~ ~ ~ ~~~ . ......." '---1-- "'--' -- , ,_-' ~..~ " ~ ~ . ~ ~ ~, '8' ~a ~ c; ~ li ~ ~ . ~ ~ u: " . ~ ~ ]; " ~ .~ '" ~ ~ ~ . c . " . ~ i g ~ '3 . ~ 1 'g : 0. , ~ - N ! ~ i 9 . ~ . 0 . 0 Ii ~ . .'," OVERALL SITE PLAN ... $ \,1..2.0: 1~'50'-o' KEYED PLAN NOTES: TYP RUIO\lEAAOAO'I.ACEEXISTl'IOPORUSPAvt:l.l(NT '(0 .TRENCH"""'OllAC"~Ill...SREot1JREO roINST"';,~:=Ee';:~=."'...TCHlXI5TINOVERlFYTEllNl'lA,TTOtlPO..TS'MTHONNER SYSHMASREoumEOllAWCIJTEXlsr"Of'AVEl.lEI<T . @ nTENOGR~VELROADTOf'RovriEWELTRUC~'-CCESS . . e " .:J =f ........."...---~ '>-. ,,'-,' .~ 'I ~ G'f I. ii " . " , ~ ~ ;-:--- I 0--, : til , I , . ~ ~ tl ! u ~! .c <: -""'-- c o "' .. ] . E ---f:>:"- __ 11_- --- ia ". " g ~ ~ . c . " . ~ , o ~ ~ u . 0. GENERATOR PAD PLAN '" o o ~ :;; .c lI) c: o ~ ~ ~ " .0 o - De l j~ .. II -, jl '- $ \~.2:.?' 110-'I'-{)" ~ i:'~^..... z o ~ ~ ~ 5:,1 ;:; !!o ~ o . 0" " " ~ . w~ ~~2 ~ ~ ~ .....g.., ti)13::l ~' , ! ~; :.J______ ~o !""l ~J/W- n J ! _,., _._1 ________:0 '--ff,H------- ! +W.u-i -I' ,\ , . Lc-TS-_~~~'::~~<>."1O IIIlllb:I ""_6.'" . GENERATOR SCREEN ELEVATIONS ,'C ~Az..?: ./1I..,....... z z:5z <(a.t:j --.lOa:: o.<tU W'o.. Ul t:a::a::Vl VlOOZ ...JI-I-Q ...J<(<(I- <(0:;0::< a::WW> WZZw >WW..J OClClW , S! 20 ~ "'~". GENERATOR IMAGE '.A2.l?lN.l.$. Date Received: J.f";J1>. I 2007 A2.0 - I , Original Submittal -. . " A ~D ALBERT,G. DUBLE, P.E., INC. G ACOUSTICAL CONSULTANT , I 16905 NE KINGS GR4DE, NEWBERG, OREGON 97132 agd 931@hevanet.com , 503-538-8044 FAX 503-537-8044 MEMBER -INSTITUTE OF NOISE CONTR'OL ENGINEERING March 19, 2007 Mr: John Bramwell, AlA Robertson-Sherwood Architects PC 132 E, Broadway - Suite 540 Eugene, OR 97401 RECEIVED MAR 2 1 20G"l Roberllion Sherwood Architects Re: Pacific Source Generator ( Dear Mr, Bramwell: . . I have analyzed the Cummins generator data you provided my office and I find that the generator will be in compliance with the State DEQ nighttime noise standard OAR 340-35 at a distance of 460 feet. However the DEQ noise standard is meant for residential applications and there are no residences at this distance or closer to this generator location, Therefore, at the closest Phase II office building just southeast of the generator pad, the noise when in full operation would be 71 dBA at a window, Interior noise using an average STC rating of33 dBA fora dual-glazed window with air space would provide an interior office noise level of about 29 dBA. This level should be satisfactory for normal office t~lt~phone use and should not cause undue annoyance to occupants, The Cummins noise data used for these calculations was the F202cQuiet Site II Second Stage with mounted muffler. Let me know if you have any questions, Very truly yours, ~..~ Albert G, Dubie, P ,E, Acoustical Engineer Emeritus Mem, INCE I EXPIRES:1t-.> l-~i I ( Date Received: 4.~;):{J 2007 Original SlJbmitt"" .. .ne:)? R",,,,,o;l~'~n<""'IM<NI.'''. , ' . --,-"--.---.-- e ;!i~;gG^ m,~ > ( , "> , ~ ~ '"" m 0 , !mo < 0 , a ~ ~ ~ ;1l ~ < ! ~;>- ..):> ~ '" ; ~~~~z '" ;;;:;:li;;:Z !:: l'll[~ r " '" g IjUi2 =< Ii! ~ '" , . '"rii;3 '1l %~~ r ,. " I.' z o~~ !~~ !J>>: i~~ .@o ~~~ , , e)l ( ( ..... ,.-- , ' ~ TITLE SHEET N It...... I VICINITY MAP Ii' 1"'-" Jf"B/f!T1 PROJECT DATA O 1"'= I DRAWING INDEX 06024, -/.L ~______,;~ f i ! j II i "---\.' --_\- . .- '\ \ > ~ n , '" '" ~ z '" '" > " ". -l 0 0 " '" "' '" . Z () "' '" '" "' " '", -l Z 0 "' '" r '0 '" " < 0 " -l '0 0 r " Z Z '" .L~~=-~=~--~~-l I I -I t-i . : -I -L___________J " I i ------------=.j Date Received: @)! ~:':')JJ 2007 Original Submitt'" SITE REVIEW MODIFICATION o;<t:;:l>lAL.o.fIprIJJ''''OsrrrR~\Il(\., "SJUllEI~ RobertsonlSherwoodlArchitects P< PacificSource Generator Installation I~'I' I~ ___ ~~"__._L________ Wtn\"~,Wl<s.oo 1........0<00;009'1.'" Ii ~l-Oll~4z.o01'1 I ......_"'",........."... r5<1I3<1~~I02 ;'f... , /:,I::,:~),:',;:,; , ,::>: ' '; " . ,':" ,>:..:: .~';r(f:,~:,~:~(;~:/~:~.'~; ":':. ': ,:.', . ,~.:. ,~..'r:::_.~',. ~. .\, '.., :,:, ,.,~..... Diesel Generator Set Model DFEK Nonroad 60 Hz 500 kW, 625 kVA Standby 455 kW, 569 kVA Prime Description The Cummins Power Generation OF-series commercial generator set is a fully integrated power generation system providing optimum performance, reliability, and versatility for stationary standby or prime power applications. A primary feature of the OF GenSet is strong motor-starting capability and fast recovery from transient load changes. The. torque-matched system includes a heavy-duty Cummins 4- cycle "diesel engine, an AC alternator with high motor-starting kVA capacity, and an electronic voltage regulator with three- phase sensing for precise regulation under steady-state or (ransienlloads, The OF GenSel accepts 100% of lhe nameplate standby'rating in one step, 'in compliance with NFPA 110 requirements, The standard PowerCommand~ digital electronic control is an integrated system that combines engine and alternator controls for high reliability and. optimum GenSet performance. Optional weather-protective enclosures and coolant heaters shield the generator set from extreme operating conditions, Environmental concerns are addressed by'low exhaust emission engines, sound.;allenuated enclosures, exhaust silencers, and dual-wall fuel tanks. A wide range of options, accessories, and services are available,'a!lowing configuration , to your specific power ge"neration needs. Every production unit is factory tested at rated load and power faCtor. This testing includes demonstration of rated power and single-step rated load pickup. Cummins Power:Generalion manufacturing facilities are registered to !Sa9001 quality , standards, emphasizing our commitment to high quality in the design, manufacture, and support of our products. The generator set is CSA certified and is available as UL2200 Listed, The PowerCommand conlrol is UL508 Listed, All Cummins Power Generation systems are backed by a comprehensive warranty program and supported by a worldwide network of 170 distributors and service branches to assist with warranty, service, parts, and planned ma.intenance support, ' Date Received: #:');0/ 2007 I Ii , Original Submittal @2004 Cuminins Power Generalion c, Power Generation Features Ullisted Generator Set - The complete generator set assembly is available Listed 10 UL 2200, ' Low Exhaust Emissions - Engine certified 10 U.S. EPA Nonroad Sou~ce Emission Standards; 40 CFR 89, Tier 2. Cummins Heavy-Duty Engine - Rugged 4-cycle industria! diesel delivers reliable power, low emissions. and fast response to load changes. Alternator - Several alternator sizes offer selectable molor starting capability with low reactance 2/3 pitch windings; low waveform distortion with non-linear loads. fault clearing short-circuit capability, and class H insulation. The ' alternator electrical insulation system is UL 1446 Recognized" Permanent Magnet Generator (pMG) - Offers enhanced motor starting and fault clearing short circuit capability. Control System - The PowerCommand electronic 60ntrol is standard equipment and provides totalgenset system integration, including automatic remote starting/stopping, precise frequency and voltage regulation, alarm and status message display, AmpSentryTM protection, output metering, aulo-shuldown at fault deteclion, and NFPA 110 compliance. PowerCommand control is Listed to ULS08. Cooling System - Provides reliable running at the rated power leve!, at up to SOOC ambient temperature. j Integral Vibration Isolation - Robust skid base supports the engine. alternator, and radiator on isolators, minimizing transmitted vibration. 'E-Coat Finish - Dual electro-deposition paint system provides high resistance to scratches, corrosion, or fading, Enclosures - Optional weather-protective and sound~ . attenuated enclosures are available, Fuel Tanks - Dual wall sub-base fuel tanks are also offered, Certifications - Generator sets are designed, manufaclured, lesled, and certified 10 relevanl UL, NFPA, 'ISO, IEC, and CSA standards, Warranty and Service - Backed by a comprehensive warrant~ and worldwide distributor network. Specifications subject to change without notice' ,S-1319j(10104) Generator Set The general specifications provide representative configuration details. Consult the outllne drawing for installation design. Specifications. - General , See o'utline drawing 500-3326 for installation de~ign specifications. Unit Width, In (mm) Unit Height, In (mm) Unit Length, In (mm) Unit Dry Weight, Ib (kg) Unit Wet Weight, Ib (kg) Rated Speed, rpm Voitage Reguiation, No Load to Full Load Random Voltage Variation . Frequency Regulation Random Frequency Variation Radio Frequency Interference 60,0 (1524) 71,3 (1812) 152,' (3864) 9500 (4309) 9600 (4445) 1600 to,5% to.25% ' Isochronous to,25% IEC 801.2, Level 4 Electrostatic Discharge IEC 801.3, Level 3 Radiated Susceptibility I Cooling I Standard Set-Mounted Radiator Cooling (Dwg, 500.3326) I Set Coolant Capacity, US Gal (L) I To(al Heat Rejec(ed from Cooling System, BTU/min (MJ/min) I Heat Radiated (0 Room, BTU/min (MJ/min) Standby, Prime 15,3 (57,9) 18010,0 (19,1) 3625,0 (3,8) 15,3 (57,9) 14950,0 (15,8) 3750,0 (4,0) I Air I Combustion Air, scfm (m'/min) I Alternator Cooling Air, scfm(m'/min) I Radiator Cooling Air, scfm (m'/min) I Max, Stalic Res(riction, in H20 (Pa) 1470,0 (41,6) , 2190,0 (62,0) 25000,0 (707,5) 0,5 (124,5) 1370,0 (38,8) 2190,0 (62,0) 25000,0 (707,5) 0,5 (124,5) . Rating Definitions Standby Rating based on: Applicable for supplying emergency power for the duration of normal power interruption. No' sustained overload capability is available for this rating. (Equivalent to Fuel Stop Power in accordance with IS03046, AS2789. DIN6271 and BS5514), Nominally rated, Prime (Unlimited Running Time) Rating based on: Applicable for supplying power in lieu of commercially purchased power. Prime power is the maximum power a,,:,ailable at a variable load for an unlimited number of hours. A 10% overload capability is available for limited time. (Equivalent" to Prime Power in accordance with 1508528 and Overload Power in' accordance with IS03046, AS2789, DiN6271. and BS5514), This rating is not applicable (0 all generator set models, Site Derating Factors Genset may be operated up to 640 m (2100 ft)and 40'C (104'F) without power deration, For sustained opera lion above these conditions up to 1150 m (3770 ft), derate by 3.8% per 305 m (1000 ft), and 6.1 % per 1 DOC (3.4 % per.1 QOF). Above 1150 m (3770 ft) up to 1680 m (5510 ft), derate 6,3% total for 1150 m (3770 ft) plus 1,6% per 305 m (1 OOO'ft) over 1150 'm (3770 ft) and 3,8% per 10'C (2,2% per 10'F), Above 1680 m (5510 ft) up (0 3000 m (9840 ft), derate 9% total for 1680 m (5510 ft) plus 3,7% per 305 m (1000 ft) and 5.7% per 10'C (3,2% per 10'F), Above 3000 m (9840 ft), derate 24,8% to(al for 3000 m (9840 ft) plus 1,8% per 305 m (1000 ft) above 3000 m (9840 ft) and 10% per 10'C (5,6% per ,10'F), Date Received: ~tPl:OI 2007 ] I j ,~ '1 Original Submilt::tl @ 2004 Cum'mins Power Generation Specifications subject to change, without notice S-1319j (10/04) Engine Cummins heavy duty diesel engines use advanced combustion technology for reliable and stable power, low emissions, and fast response to sudden load changes, Electronic governing provides precise speed regulation, espec[ally useful for applicatjons requiring constant (isochronous) frequency regulation such as"Uninterruptible Power Supply (UPS) systems, non-linear loads, or sensitive electronic loads. Optional coolant heaters are recommended for all emergency standby installations or for any application requiring fast load acceptance after ~tart.,.up. Note: Features included with the engine:' battery charging alternator, fuel/water separator, shutdown low coolant and bypass oil filtration" . Specifications- Engine Base Engine Displacement,ln' (l) Overs peed Limit, rpm Regenerative Power, kW Cylinder,Biock Configuration Battery Capacity, Battery Charging Alternator Starting Voltage lube Oil Filter Types Standard Cooling System Cummins Model QSX15-G9 Nonroad 2, Turbo-charged with air-to-air charge 'air cooling, diesel-fueled . 912,0 (14,9) 2150150 52,00 Cast iron with replaceable wet liners, In-Line 6 cylinder 900 amps minimum at ambienllemperalure of 32'F (O'G): 35 amps ' 24-volt, negative ground' Single spin-on combination element with full.flowand bypa"ssfillration 104' F (40' C) ambient radialor ' I Power Output Standby I Prime I Gross Engine Power OutpuI, bhp (kWm) 750,0 (559,5) 680,0 (507,3) I BMEP al Ra(ed load, psi (kPa) 353,0 (2433,9) I 321,0 (2213.2) I Bore, in, (mm) 5,39(136,9) I 5,39 (136,9) I Slroke, in, (mm) 6,65 (168,9) I 6,65 (168,9) I Pislon Speed, fVmin (m/s) 1995,0 (10,1) I 1995,0 (10,1) Compression Ratio 17,0:1 17,0:1 Lube Oil Capacity, qL (L) 88,0 (83,3) 88,0 (83,3) I Fuel Flow 'I I I I Fuel Flow a( Rated Load, US Gal/hr (Uhr) 112,0 (423,9) I 112,0 (423,9) I I Maximum Inlet Restriction, in, Hg (mm Hg)' I 5,0 (127,0) I 5,0 (127,0) I I Maximum Return Restriction, in, Hg (mm Hg) I 6,5 (165,1), I 6,5 (165,1) I I Air Cleaner , I I I Maximum Air Cleaner Restriction, in. H20 (kPa) 25,0 (6,2) I 25,0 (6,2) I I Exhaust I I I Exhaust Flow a( Rated Load, cfm (m'lmin) 3625,0 (102,6) I 3135,0 (88.7) I I Exhaust Temperature,OF (OC) 901.0 (482,8) 872.0 (466.7) I I Max Back Pressure, in, H20 (kPa) 41.0 (10,2) I 41.0 (10.2) I I Fuel System I Full Au(hority Eleclronic (FAE) Cummins HPI- TP I Fuel Consumption Standby I Prime I I 60 Hz Ratings, kW (kVA) 500 (625) I 455 (569) I I Load 114 1/2 3/4 Full 114 112 I 3/4 Full 'I I US 11,6 18,8 25,7 34.4 10,9 17,6 I 23,7 30.4 I Gallhr I Uhr 44 L 71 I 97 130 ,,41 67 I 90 115 I I ~_ ~~,.~i\fl'>rl' ~ #~20 I 2007 @' 2004 , . Original Submittal . Cummins Power Generation Specifications subject to change .without notice S-1319j (10104) Alternator Single-bearing alternators couple directly to the engine flywheel with flexible discs for drivetrain reliability and du"rability. No gear reducers or speed changers are used. Two-thirds pitch windil)gs eliminate third.order harmonic content of the AC voltage waveform and provide the standardization desired for paralleling of generator sets". A Permanent'Magnet Generator (PMG) excitation system limits voltage dip during transient load application, sustains 3-phase short circuit current at approximately three times rated for up 10 10 seconds, and is resistant 10 harmful effects of harmonics generated by non-linear loads. The alternator delivers excellent performance in applications containing large motors or sensitive electronics.' Various alternator sizes are available to meet individual application needs. Alternator sizes are differentiated by maximum winding temperature rise at the generator set standby or prime rating when operated in a 400C ambient environment. Available temperature rises range fromaOoC to 150oC. Not all temperature rise selections are available on'all models. Lower temperature rise is accomplished using larger alternators at lower current density. Lower temperature rise alternators have high motor starting kVA, lower voltage dip upon load application, and they are generally recommended to limit voltage distortion and heating due to harmonics induced by non.linear loads, Alternator Application Notes A,l,temalor Space Heater - is recommended to inhibit condensation, Available Output Voltages Three Phase [J 110/190 [] 110/220 [J 115/200 [J 115/230 [J 120/208 [] 127/220 [] 139/240 [ ] 220/380 [] 230/400 [J 240/416 [ ] 255/440 [] 277/480 [J 347/600 Date Received: : fI~ 1-{) 2007 Original Submittal @ 2004 Cummins Power Generation Specifications subject to change without notice S-1319j (10/04) Specifications - Alternator . Design Stator Rotor Insulation System Standard Temperature Rise Exciter Type Phase Rotation Alternator Cooling' AC Waveform Total Harmonic Distortion Telephone Influence Factor (TIF)' Telephone Harmonic Factor (THF) trhree Phase Table' !Feature Code I ~Itemator Dala' I Isheet Number '~oltage Ranges !Surge kW ~Olor Starting kVA at 90% sustained ' oltaoel Brushless, 4.pole, drip-proof revolving field 213 pitch Direct-coupled by flexible disc Class H per NEMA MG1-1.65 and BS2757 12S'C standby , Permanent Magnet Generator (PMG) A (U), B (V), C (W) Direct-drive centrifugal blower <5% total no load to full linear load <3% for any single harmonic <50 per NEMA MG1-22.43, <3 105" CllOS" C112S" C112S" CI12S".C 125" C112S" C1150" C 1150" C 1150" C1150' CI 8262 8301 8258 8252 8414 ~246 I 8300 8426 I 8413 8424 8419 ~1~71~~3~1~ ~ 3~1~7 3071,,3051~ 110/190 347/600 110f190 1201208 120/206 277/480 347/600 110/190 120/208 277/480 347/600 Thru Thru Thru Thru Thru Thru' 139/240 139/240 139/240 139/240 1391240 139/240 220/380 2201380 240/416 240/416 220/380 240/416 Thru Thru Thru Thru Thru Thru <277/480 277/460 277/480 277/480 277/480 277/480 I 514 517 514 514 516 I 515 515 512 I 514 512 I "29 2200 I 2429 I 2206 I 2429 I' 1696 1696 I 2206 I 2208 11749 PMG 515 1896 I' =ull Load Current. 110f190 120f208 110/220 115r230 139/240 2201380 230/400 240f416 255/440 2771480 347/600 .;mpsatStandby 1901 1737 16'4'2 1571 1505 951 ~ ---ass- ~ ~ 602 ~atinq Notes: 1. Single Phase Capability:"Single phase power can be taken from a three phase generator set at up to 40% of the generator set nameplate kW rating at unity power factor. @ 2004 Cummins Power Generation Date Received: ~4:iD / 2007 Original Submittal Specifications subject to change without notice S-1319j (10104) Control System " . '..-. . '-'';: . . . - - .~ . ". PowerCommand (2100) Control PowerCommand (3200) Control PowerCommand Control with AmpSentry'M Proteclion The PowerCommand Control is an integrated generator set control system providing governing, ~ottage regulation, engine protection, and operator interface functions. . PowerCommand Controls include integral AmpSentry protection. AmpSentry provides a full range of alternator protection functions that are matched to the alternator provided" '. . Controls provided include Battery monitoring and testing features, and Smart-Starting control system. - lnPower PC-based service tool ayailable for detailed diagnostics Available with Echelon LonWorks network interface NEMA 3R enclosure (2100 only) Suitable for operation in ambient temperatures from -40C to +70C, and alti(udes to 13,000 feet (5000 meters) Prototype tested; UL, CSA, and CE compliant AmpSentry AC Protection I Engine Protection Overcurrent and short circuit shutdown Overspeed shutdown Overcurrent warning Low oil pressure warning and shutdown Single & 3-phase fault regulation High coolant temperature warning and Over and under voltage shutdown shutdown, . Over and under frequency shutdown .' High oil temperature warning Overload warning with alarm contact Low coolant level warning or shutdown Reverse power and reverse Var Low coolant temperalure warning Excitation fault (2100 only) High and low battery voltage Weak battery Dead battery . Fail to start (overcrank) shutdown Failla crank shutdown Redundant start disconnect Cranking lockout Sensor failure indication Allernalor Data Line to Line and Line to Neutral AC volts 3-phase AC current Frequency Total and individuaJ phase kW and kVA Governing Integrated digital electronic isochronous governor Temperature dynamic governing Smart idle speed mode :Glow plug control (some models) Options o Open Transition Power Transfer Control o Fast Closed Transition Power Transfer Conlrol (3200 Control) o Ramping Closed Transition Power Transfer (3200 Control) . o Paralleling (3200 Control) Engine Data DC voltage Lube on pressure Coolant temperature Lube oillemperalure FAE engine dala (varies with engine) Voltage Regulation Integrated digital electronic vollage regulator 3-phase line to' neutral sensing PMG Conlrollnterface Single and three' phase fault regulation Configurable Torque Matching , o Key-type mode switch o Ground fault module o Exhaust Temperature Monitor Date Received: Operator Interface OFF/MANUAUAUTO mode swilch MANUAL RUN/STOP switch Panellamp/resel switch Emergency Slop switch Alpha.numeric display with pushbutton access, for viewing engine and alternator dala and providing setup, controls, and adjustments LED lamps indicating genselrunning, not In auto, common warning, common . shutdown (5) configurable LED lamps (2100 only) LED Bargraph AC data display , Pa.nel Lighting with switch and timer Other Data 'Gensel model data Start allempts, Starts, running h9urs KW hours (total and since reset) Fault history Load Profile (Hours less than 30% and hours more than 90% load) System Data'Oisplay (optional with network and other PowerCommand gensets or transfer switches) Control Functions Data logging on faults Fault simulalion (requires lnPower) Time delay start and cooldown Cycle cranking (4) Configurable inputs ". (4) Configurable outputs (2100 only) o Echelon LonWorks interface o Digital input and outpul module(s) (loose) o Remote Annunciator (loose) o (8) conligurable network inputs and (16) outputs @ 2004 Cummins Power Genera~ion ~)J:-2D / 2007 Specifications subject to change without notice Original Submittal. S-1319j (10104) Generator Set Options Engine [J 208/240/480 V (hermostatically controlled coolant heater for ambient above 40'F (4,S'C) , [J 208/240/480 V thenTlostatically controlled coolant heater for ambient below 40'F (4,S'C) [J 120 V 300 W lube oil heater [ ] Heavy-duty air cleaner with safety element Cooling System [J 12S'F (SO'C) ambient radiator Fuel System [J 300 Gal (1136 L) Sub-base tank [J 400 Gal (IS14l) Sub-base tank [J 500 Gal (1693 L) Sub-base tank [J 600 Gal (2271 L) Sub-base tank ,[ ] 660 Gai (2498 L) Sub-base tank [J 650 Gal (3218 L) Sub-base tank [ ] 1700 Gal (6435 L) Sub-base tank Alternator [] BOoC rise alternator [ ] 10S'C rise altemator [J lS0'C rise alternator [] 120/240 V,,300 Wanti-condensation heater Control Panel [J 120/240 V, 150 W control anti- condensation space heater [] Ground fault alarm [] Paralleling configuration [J Power transfer control [J Remote fault signal package [J Run relay package Exhaust System [J Critical grade exhaust silencer [] Exhaust packages . [] Indust~ial grade exhaust silencer [J Residential grade exhaust siiencer Available Products and Services Generator:Set [] AC enlrance box [J Batteries [J Battery,charger [ ] ' Export box packaging , [J UL2200 Listed [] Main line circuit breaker [J Paralleling accessories [] Remote annunciator panel [J Sound-attenuated enclosure (2 levels) with internal silencers [J Spring i'sola(ors [J Weather~protective enclosure with internal silencer [J 2 year prime power warranty [J 2 year standby warranty [J 5 year basic power warranty [] 10 year, major components warranty A wide range of products and services is available to match your power generation system requirements" Cummins Power Generation prod~cts ~nd services include,: Diesel and Spark-Ignited Generator Sets Transfer Switches Bypass Switches Parallel Load Transfer Equipment Digi(al Paralleling Switchgear PowerCommand Network and Softv..tare Distributor Application Support Planned Maintenance Agreements @ 2004 ,Cummins Pow~r Generation Date Received: Jj>:-lo - / 2007 Original Submittal Specifications subject to change without notice S-1319j (10/04) . Warranty All components and subsystems ar"e covered by an express limited one-year warranty" Other optional and extended factory warranties and local distributor maintenance agreements are available. . Contact your distributor/dealer for more information. Certifications JII~~I~I~C . IS09001 - This generator set was designed and manufactured in facilities certified to IS09001, @. ., CSA - This'generator set is CSA certified tO,product class 4215-01, PTS - The Prototype Test Support (PTS) program verifies (he performanc'e integrity of the generator set design. Products bearing the PTS symbol have been subjected to demanding tests in "accordance to NFPA 11010 verify the design integrity and performance under both normal and!abnormal operating conditions including short circuit, endurance, temperature rise, torsional vibration, and transient response, including full load pickup, ([) UL - The generator set is available Listed to UL 2200, Stationary Engine Generator Assemblies, The PowerCommand control is Listed to UL 508 - Category NITWl for U,S, and Canadian usage, See your distributor for more information 'c. Power Generation Cummins Power Generation 1400 73rd Avenue N.E. Minneapolis, MN 55432 763.574,5000 Fax: 763,574,5298 ... www.cummlnspower.com Date Received: ~'r 1:0' 2007 Cummins and PowerCommand are registered trademarks of Cummins Inc. Detector and AmpSentry are trademarks of Cummins Inc. Original Submittal Important: Backfeed to a utilIty system can cause electrocution and/or property damage. Do not connect generator sets to any building electrical system except through an approved device or after buildIng main switch Is open. @ 2004 Cummins Power Generation Specifications subject to ~hange without notice S-1319j (10/04) " "J 'U . . /.'. " .- . .'.: . ~ 1 , '\ " ': '," , ,- " " . L. ',.. "...... :', .:.... , " ." . '. .... . ' '.' .' .~.;.~. ", J .. . . .:.'. ,_ ", ,:.., ',.'.:_.::.';'; :. -':.. ;;::. i " . Enclosures and Tanks 230-1000 kW Gensets Enclosures Standard Features - 14-gauge steel.construction panels - Stainless steel hardware enclosure - Double E-coat green paint - Package listed to UL 2200 . - Designed to satisfy National Electrical Code installation requirements ' - Fuel and electrical stub-up area within enclosure , perimeter - Fixed louvers - Cambered roof prevents water accumulation - Recessed, lock,!ble doors in two sides - Retainers hold doors open for easy access - Enclosed exhaust silencer ensures safety and protects against rust - Rain cap . Exterior oil and coolant drains with interior valves for ease of service - Rodent barriers on inlet . Non-hydroscopic sound attenuating material' . Side mounted controls and circuit breakers - Easy access iifting points for spreader bars - Dual vibration isolation system (230-500 kW) - Spring vibration isolation system (600-1000 kW) - Enclosure mounts te> lifting base or fuel tank (230-500 kW) . - Enclosure mounts to lifting base (600-1000 kW) - Factory pre-assembled package - Designed for outdoor use only - Extemally mounted emergency stop button for operator safety (optional on 230-500 kW) - Horizontal air discharge to prevent leaf and snow accumulation .(600-1000 kW) @2004-2006 Cummins Power Generation c, Power Generation Options - Three levels of sound attenuation - Motorized louvers to protecffrom ice and snow accumulation (available on' air inlet for all models and on air outlet on Level II, 230-500kW enclosures only) - Horizontal air discharge (Level 2 only) - Aluminum construction - Wind rated to 150mph (aluminum enclosures) - Neutral sandstone paint color (aluminum only) - Factory mounted battery charger - External 120 volt AC service outlet - Rain hoods for air inlet (230-500 kW) - Lifting Base n lieu of a sub-base tank (230-500 kW)' . Pre-wired AC distribution package ' 100 amp (250-500 kW) or 150'amp (600-1000 kW) main circuit breaker; connected to 120 VAC Line-Neutral and 208 or 240 V AC Line-Line, ' Spare breaker positions and capacity for future upgrades (600-1000 kW) , GFCI protected intemal120 voll AC service receptacle GFCI protected weather'proof external 120 volt service receptacle All factory installed AC powered features pre- wired into load center, - Interior Lights - 120 volt (600-1000 kW) - Rain hoods for air inlet (230-500 kW) - Seismic Isolators available' (600-1000 kW) " Date Received: . ~#> JI; 2007 Original Submittal Specifications subject to change without notice S-'443k'(4/06) . i' '.t,.'..'I " I;. Fuel Tanks \ Standard Sub-Base Tank Features: Sub'Base Tank Options: UL 142 Listed ,Pre-wired fu~1 pump and cpntrol NFPA37 compliant Fuel ov~rfill alarm - internal or external' 'Dual walled, steel construction Overflow and tank fill plugs Emergency tank andruptwe basin vents Five gallon spill fill box - internal or external , . Tank mounted mechanical fuel gauge Fill pipe ,extender Fuel supply and return tubes Local code approvals \~vailable Top mounted leak detection float switch Low and high level fuel switches Mounting brackets for optional pump and control (230-500 kW) Integral lifting points Basin, drain 230~500 kW Dual Wali Sub-Base Tanks - Usable Onerating Hours Gallons/hou~ I 300 400 500 600 ,660 720 '850 1470 1700 gallon gallon gallon gallon gallon gallon gallon gallon gallon Gensel Model alfullload lank ' lank tank tank lank lank 'lank lank lank I 230DFAB I 15,6 19 I 26 I 32 I 38 I 42 I 46 I 94 I 250 DFAC 16,8 18 I 24, I 30 I 36 I 39 I 43, I 88 I 250 DQAD '17,3 17 I 23 I 29 I 35 I ,38 I 42 I 85 I 250 DODM 19'.4 I 15 I ' 21 I 26 31 I 34 I 37 I 76 ,275 DFBF I 20.4 1 15 I 20 I 25 ,29 I 32 I 35 ( I 72 275 DQAE I 19.4 : I 15 I 21 I 26 31 I 34 , I 37 I I 76 275 DODAB I 19,8 , I 15 I 20 25 30 I 33 I 36 I I 74 300 DFCB I 22,5 I 13 I 18 I 22 27 I ' 29 I 32 I I 65 300 DOAF I 21.4 I 14 I 19 I 23 28 , I 31 I 34 I I 69 300 DODAC , I 21,8 ! 14 I 18 I 23 28 I 30 I 33 I 67 350 DFCC I 24.4 'I 12 I 16 I 20 25 I 27 I 30 I I 60 -. 350 DFEG I 24,6 ' I 12 I 16 I 20 24 I 27 I I ' 35 I I 69, 400 DFCE I 29,1 I 10 I 14 I 17 21 23 I 25 I I 51 I 400 DFEB I 28,9 I 10 ' i 14 I 17 21 I 23 I I ': 29 I I 59 400 DFEH I 27,' 11 I 15 I 18 22 I 24 I I ': 31 I I 63 450 DFEC I 31 10 I 13 I 16 19 I 21 I j 27 I I 55 450'DFEJ I ' 30,0 10 I 13 I 17 20 I 22 I I 28 I i 57 500 DFED I 34 9 I 12 I 15 18 I 19 I I ,25 I I 50 _____ 500 DFEK i 34,8 9 I 11 I 14 '17 i ' 19 I ~24 I I 49 600-1000 kW DuaIWall'Sub-Base Tanks ~ Usable Operating Hours, il; Gensel 200 660 1000 1500 2000 2400 3000' Model Gallons/hou~ gallon gallon gallon gallon gallon gallon gallon (60 Hz) al full load, lank tank tank lank lank tank, 'tank 600 DFGB ' 44,2 I 5 15 23 34 45 ' 54 ,68 I r 600 DOCA ,41,8 {, 5 16 24 36 48 ' 57 '72 I I 750 DFGE 58.5 I 3 11 17 26 34 41 I 51 I I 750 DFHA 54,7 I 4 12 18 27 ' 37 44 I " 55 I I 750 DOCS 51,9 I 4 13 19 29 39 46 I ' 58 1 I 800 DFHB 57,8 I 3 11 17 26 35 ' 42 I 52 I I 800 DOCe 56,1 I 4 12 ' 18 27 36 43 I ,53 . ' 900 DFHC ' 60,2 i 3 . 11 17 25 33 40 I 50 1000 DFHD 69,3 I :3 " 10 14 22. 29 35 I 43 ,'3000 qallon tank offered as an accessory kit I - Operating hours are'measured at 60Hz, standby rating, Date Received: - Up to 90% fill alarm to comply:with f':IFPA30, ~perating capacity is reduced by 10%, , . ~tAu:;. 2007 , t"\";~if"'-l t:""':{:rua-l-.~l @2004-2006' Cummins Power.Generation _..~ ....... -"'" ........"" "-1443k (4/06) Specifications subject to change without notice" , .', , ", ~,.,.. ! , Enclosure Package Genset Model I 250 DQDAA I 275 DQDAB I 275 DQHAA I 300 DFCB I 300 DQDAC 1 300 DQHAB 1 350 DFCC 1 350 DFEG I' 400 DFCE I 400 DFEH I 450 DFEC I .450 DFEj I 500 DFED * 500 DFEK , , '1.600 DFGB 600 DQCA 1 750 DFGE 1 750 DFHA I 750 DQCS I ,750 DQFAA I 800 DFHS 1 800 DQCC I 800 DQF AS I 900 DFHC I 900 DQFAC 11000 DFHD 11000 DQFAD I " I WeatherprotectiY8 Enclosure (F200. F203) 89 89 86 86 89 87 87 85 , 89 89 89 87 90 88 85 90 87 ' 91 90 89 91 90 89 93 89 90, 90 Sound,Pressure ~ 7 m dB(AI I I I I I I I I I I I I I QuietSite Level 1 Sound QuietSite Level2 Sound Atte!",uated Enclosure Attenuated Enclosure , (F201. F204) (F202. F205\ 86 71 86 71 83 72 84 71 86 71 8473 85 72 83 72 85 73 85 72 85 75 84 '74 , 86.76 85 " 73 78 ' 1 74 80 I 76 80 75 81 77 80 '76 79 'I 75 81 I 77 80 I 76 79 ' .1 75 83 I 78 80 I 76 80 ' 1 76 801 76 I' I I I I I I, I I , " , " All data is 60Hz, full load standby rating, stee/enclosures only. Data is a measured average of 8 positions, 250-1000 kW Weatherpr9lective ~ ,,//~ .""'~ '. / \.../ - / / , '. ; I \ , \ , Date ReG'e~ved: ' , ~ 4:-;).J 20.0.7':"<_____. / 250-1000 kW / QuietSite',Level 2' , ' ~i /-'" -'- ------- C\-:'-~.- .1 ("'. "- @2004.2006 Cummins Power Generation : -. .".. ''Sp€it:i1il:',llign',!''Subjeel.le.rnange without notice' S-1443r (10/06) ., :F . hi ,.r) ,,\' . I -.' j! , ! ), 1.._: -I' ,) ') I ,J ',1.) j L " ._1 , . ! :,' ! ,.' . Marc;;h4, 2002 -. '-'. .., , }'. " -~,' r R.o"" "",;;),J~ .. .' '. .' . Geotechnical 'In,~estigafi 0 n. ...... . . '.' NewPCicificSourceFadlity - " Sp,tingfield, Ofego.6 -. . -' , ' , . ' \ .:" " .J; .. .' '.... , . ' prepared for; .... ....'. '.<- ,'r. ' 'PacificSour~ Health Plans . . 7"~ugen~,ureg~m . " .' - . ' . . ., .- ,... : ',;' -.,' . ',' ", . " :1 -..-.... Date Received: .' '. . .'. . iFW I 2007 '- .', . , . Original submitt<>' .:FoundatioIlEJ1gineeril1g, IU~> ".' . ,"",. . '. , " I i, ',: i " i. ! i i , ,', II , I I ..J I , i' .,.( . 1 I . j I.. __1 i .., " I' . L: /. i I ,: I t'i . ~--} '.. I "1 I' " , ' , , ' .,.1-' " ( ) i I, .J I. il ; I'. , I II: I, I ,,' ! j- ,F ;'(r. .;lHt] .Itjifff, i.WJ.u uUtu . . .- . ", ", . ,,'/:,. ., . FOUIida1iofl,Engin~efillg, Inc. ., ProfdicinalGeoteqhnicalServiw' :. ~-~~~.: . ,"'. . Ste'/enJ,Ord,CPA .' .... '. PacificSource Health Plans 250' Country (:;Iub Roadi. '. Eugene, Oregon 9740M068 .... "New PacifitS6~rce :i=a~i1ity . .', c;eotel.':hnic~llnvE1stigation 'Spririgfield,Oregon .... . DearM~,' brd:' 'x ...:.....: ." - jl. . ..' , . ' ',Marl.':h 4, 2002 . ~ . .,,' . : Proie~t 2011133 . .",,' .- . . .;.'.- '," .".,., ... '_,"',: ',", .-.., .' .1. '. .'.-; . . We' have completed the requested fouqqalioRiinvestigalion for thE;l ~bove-refereJ:)(:;ed . . projecl.,Ourreportincludesa desctiplibnof.6urwork,;adiscussionof sitecondifioris,.il, '. sUmmary 'of '.'Iabbratory:testing: 'anda'dispussiohot erigine~ring:an?lyses~' Recommendatiohs' ,for. ,site: prepa(ation,fOunCJation . desfgna'nq" constJ1icti6ri,<;lnd. ,"subgradepreparationfor pavements,areel')c)osed:; ,;.' '. ,'; . .. ",. ", .- -", " ".'. ,.... .',..... '. .... '," ...., " ". '. I, I . ~ . , , .' .:,.'. '.... It has beenapieasure. as~istirig you, with" thi~phase of your ,projectPcleas~ ~o6not , , 'hesitate to con~actusi(yoLtha\ieanyquestionsorify6urequitefufther assistance:.' ,,' .' , .., ",-;", .-' .... ,:'. .,' '. ':' '" ,'.", ", '. .,',.;....' ..:,', ...'.. , .'.'. , , . ' . . , Since'rely, .. . . . . '. . . .'. , ' " ' . .' ',: '. ". " '., " FOUNDAl'IONENGINEERING,INC:. ~i'/'~~~)' ":~U>ft&l- "NickClark , Staff Eflgineer " ,Mel McCracken,P:E' ProjeclEngineer , " " NMC/MJM/cs ' Enclosures ,', " .' cc: . l :', ,,'. . David Hilles;' Chambers Construction Jim Robertson, Robertson SherNood Architects:' , MOnica Ander~O!l; Balzhi?er& Hub5ardEngine.~rs' ' ',' . I Expn3ES12/31io?2- 1 '.".' '.~ ' i Date Received: ': 't\ , ,,If;;-&iJi 2007, Original Submittal . , .j ,,' . .... 'P.onland....Corv.~iJiS' 820 NW Cornel) Ayenue' Cor'Yallis:OregOn 97330,4517 '.Bus, (54})757.7645' FaX'(S4'j) 757.7650 ' WeLiride~~t~hdtw~ ri~W simciu~esareprbposed~t~nGndevJlopedsitein"$pj-jngtield, . . '.' '. OregOn. "Th'eproposedbuildingSlte . js, Ibcated' southolt'heMcKenzii(Riverori ..' rnt~r\riatio;'aIW~Y (Fig'uret"f-ppenclbcAI. . 'ThE(.6ui'ldih9,~ 'areelipect~d IqhaVea pl~n . area' of .:!:20;000to' 30;000 'SF and Willbeilwo-story,'steel-framedstmctutes with. . ." sl~b~on;grade h66~s;:Tl)ecol1~tnjCtiof1btihebGjldingswmlikeiy be' c6nductedintvio'; . . phases, wilh:~6ristrU6tionof:the .... squthefn:bUild.irigand .'as~6dat~d;parking,fir$f ...:.'. . . (Phase. 1). , PHase1isschecluledforconstruCtionin'thesU(iime(of2002:Jrfs uQcerlain ..... I' . ,. Wber) ;Phas~ ?'ofthepfqject0i1Lbe:cpnstructed.' Thilprillim.iharYsit8plarlsqggesls ,.' : I..... .,. .Yepi(;leparkiogforatotai of:ti45,Oc:~rsatthesite,Ttii;pr6posed.b,uildiJlgJo~atiO~$ aild' " ..:patkihg.areasare shown.cihFigure 2,(AppendixA}::;. . . '. , '.' '., ., . . ',.' .' I' .....:. "'F9~8d~ti~i~r~If1::iri~g,";nc."(~EIXh,~s',b~~~.retal~:1'~YP~~,fid?b,~rce'H~~I!h ;:~;a'r1's:;o" .....: '. provide geotechn,ical'services for ,the'. pfoje,ct., ,Robertson Sherwo09 Arch,itec~s, PC is , the proje,ct' architect 'ana Chambers;Construction is. assistir'1g in project developinent ' Thegeoteciiiiicalwcirk sc'ope was oUtlined .in a letlerdatedNovember {6;,2001/and ..' . . -, q, .' '-." ',"'" .' '-','~' ': " '". . :. .. .' -. ,:.., ':,: '.' .,'..... , . .., ,'" '.' "',. ," '-," ", ",' ',' : ' . . .Cjuthciri~ed~y? signedPrQfessici~aIgervices~grEl~m?J;1\dat~dNbyember2,O; 'gOQl,:' '.' . , , -"~...., ' . . . '. . . '. .' '". .. :,". '. "', . " . '. . . ". Flg~6EXPl:bRAti6N . . .... .' ." . .....,'w~,~x9~vate~;;.exPIc)fator)t&ttpits'd,~,~6v~rT)~~(.21!i6&1~,'qSin'g(lC:~9v~nti~ha,r . ". . . ,.tubbeHirebai;khoe; Thetestpits'?xten~ed ;to a m#xiinLim d~pthof :tJO;feet,'Pi.st\1rbed . ,.' ~arnplesw~r~obta.i.hEld fOfl;iX?mii'iatipnaodtestinQifl',PHtsOils 'laJjof~tbfy:ArelativeJy '. .... ...' , Ufl(jisturbed 'sC;lmple,:wai;. 6bt'a,inedysing:i3 thir;Fwalled',Shelbyttibe/, The sOilprbfiles '. .... , . were ioggedarid'lhe abseni;e.ofgrciundwaterinfllttatioriWas' noted: ',The'soilp'rofiie... '. .'. and:sam~nn~dei:>t~s.$re~un:rTIBii.?E!~qn the,iestPifI09S'(i?-~PE!,ndi~:~)"""" .' ..... '. .'. .... '.,. ,r",;" .'.,. ." "., ", ;.. ,": . . Fi9~re2(App~n,s:liXA}shoV\lstti~?p.Pl'msirr\i3telpcatibnsortiie !~srpits~ $0bsLiri'ace,',. ;oriditions are~is~~~~e~Mlo~/(i .' '. .:. ,'p ",", .. -:':i . , ~ F" I. I.... "i i. ! /.: . ~.. ). . , I I" I... .~ I . i . -:;:1,:.-."'.: :;1 I , " 1 -j!.. .' "I II :. .'. ' I! \'1 _,~J', .. . ':-:. . '..', . ',. . .,,~}! " ii. , ,-:/ ..'--,1:. 'I I.. . ,I. I ; I, ' ..... I' il . i I.," .). i I il " i , : .. J 'j'" . ", GEOTECHNICAL INVESTIGATION.... . .. NEW PAClFIGS OUR9/iFAGII_irY ,. ,.. . SPRINGFIE~D"OREGo.N . ",.' ." .' " .,.. EiACKGROUNO ,'. ,. ;, - ..; .,' ~. '. . .-'.'C' . DISCUSSION OF SITE CONDITIONS '. ... .. '. ,,', . , , - ":', ""::'," " , . ">'." ,'", . '" .,.- . ':":';;;,.' . . ..,.. .si.tdaceC6"ndftjnn!i . .'.. . '.. .." . .."..' 47~;2007 , , ti{ew .Paci~cSol!rce:.:i=acility Geot.~-ch~icallrive?tjgalion .. Spriri'gfield;..oie~on' . , '''. '. ~:: ',_"~I 'C>nhrnitt::.' . ,Vtl~11.'''''::March:4, 2902'.. '. 'f. ' Protect 20111:=13 -Pac;ificSource Heallh Plans 1, '.',. ".'. .. . IrithElarea pfth~prpposed 'QuildingpC1ds(TP-~ thi6ughTP-11.); ;th,e~i1teJ<tEl[ids to,depto? '. . 01:':4 .leiS teettE!: 423 tbA2Ei)"althougnildnlyeXtendedt01 locit (EI.427} qt IP~8_and.' '.' TPe 10"flle~i1t' was ,Wet at the tiMe of 9urexPlqratii:Sn,t:ioweveri~i:lgroul)~water. . .... .' . " .'. 'il1fi.1tratiori\vas/noted,,A.JilYElr o~saridl!i1derli~s ':thEl,siltto"de~ths ':Of i6 .to$. teet (E142D to 422},althpughilOliIY8xtendE:dtof2 103 leet{EI:426y~ttP.~aand T.P-1 0, .' ,.'. ....: 6ens~; s$ndygfa,vel,?ndc9bbles we~eencounteredbe)lE!ajh'thes?nd,totile'lirnito.f. ~W . .'.explofatiohinalllest 'pits oeneaththe'builqing :patL:Uileper ,explqrali6ricor1dljCtedbn . adjacent 'sites .' spgg~~tsth~gi$yel<lnd cobblestratae'Xteqdsto;depth~6(1~f~etO'r'.. i.'. '.. '.'greater, AdditiomiL shililoweftesfpits (TF'-12thrQughTPC21) were dug forparking(jreas, . [;. ..' '".' '.These t~si pitswer~tYpicallyierTnip~ted In the sl.l ificia I silt brs}lridata9~pthOr:!:3fee( ,J!:.. .... .. .'. soil prQfilewithshiiliowgravel (similartQ :rP-8,andT:P~1'b )was'I1otedat:TP':17'arktTP- 18, ; .,' . , ',., -,. "'.._'; ."., .,., ': . .' -- . ,..' "':. "".:':.' '. ';'.',...' ".i.""'" . -- ' .' , . . .." ..'. ' ~ ;, -;. .'. ,'. . . Ar;,ore'detailed sumrriar"j.ofsubi~rfabe Gondition;atir'idividuaftestpit locatioris,includirig .,.',' -< ,',C. '",_, ' ;.... .' ,'," ,... '.",_, '.,' "., ':". .'. .,'. '.. ',,' ..' ". "'. . ,str~rigth'measuremerits' anqsample IQcations ar$provideqin Apperidbi' B, " , " ", ::......, .:"'::,'..'," ,;';":;,'_''',.0. .~"':~<",>,:.','.:'...-','~,:;..:.,~,:.:, ,:e" "'. : ....: ;_':".~:.'..".' __.......'. ". ",::: G;oundWat~r ," " , ' ' ."::.,.-t.' ',. .h... .';' ".' ..... ....... , . , ' . ~ . , No ground w?ter infiltration was noteG ifl any of the t~st 'pits:" However, th.!? site' is" , d' , " 'lpSaredadjac;:~m tqa V0odx.y~y:~r':19V'€:lyridl'rstand \th~Ltheflciodw~t(lr<eleY$tiorlat.the: ' .,. , , , blJjj(~!ngpa,d <3reaisi:tf;L 4305: , Th!:lreto.re, th~DqildingpCjds,yiill berals~dto, aJlow' .' coiistt!J~fi6n ,ap(Jvefloodelevaticpris: Due to the perTJ]eabiIitY.ofthetJnderlyillggravel, ". we ,aDticipat1'thatgr9'undwaWrl"e%~ls rise to. ,hear the gr9undstJiiacein.thi~stra:ttJm ,duringpeiio.as.QffloQqing'orhighwflter.' , '"" ",' " " " " of:,...'.':'; r __ '.' " I j' . . ..I' i '. [:.... j )... l: I " . ..f,' .,,,', (', I,: . .". '. ~'" ' , " , I' I f I, ' I. .'... I , I I " I " I I " ". !: l i " ' . T.. . . .. ...., Sa bs urface, CCJnditio'ns . ''''. .. . . . .,-.... , , . '. :, "',' .: .... . ,," -.." . ". .,.....', ,'.. , i,' Amantleo.fmediumstiff,lowplasticitysill (Willa,m€:itte Smf.ispresentUyer the entire " . 'site, ,The upper 14 :to f3inchEls'qf the'surfiCial ~ilt gen~rally'contain. numeicius' fihero.ots " , ',. and 9rganicsi . The suiii~ial: silt:is underlain with a i(jyei"ofloosetci m$diUmdense"" alluvial sand. The sand istypicallyfirie~grained?fld:unifQr(T;: The sa:f\d isuhderlairi with, ,. (riediull) dense tOdehs€:i,alluvia) gravel and ,cobbles lhatcontain variablesilFandsand, . ..The grav~lanc!cobble?Clr~ ~ounded and geiierally,:t2 to 6. inch~sindiarneter.Ho\Vever, . sOrne,cobbIElsasl13rg;~as :t'10in.,Chesindiarnet~rwerenoted:,', . ...... ,.' . " , , , . ..' I . ._1 .f " i .! (. . ..j, .... ,'. . : LABORATORY TESTING . '. ~ I""~' . b~8t~.~.~o~:~t~nf~~e~~.c~~~;ttiear~~~~~M~~.. ~~i:;,ht.sA fc~~a~~~~ir~o~ni~~~i~ias:g}R~O~ .1', performed:onthesurficl.als1It '.- .',..' ... .. ... .. '.",' , 'O'rl'g'ln"I:'S"b ift-WI. ,0 .. .... ....... . .',.' .... ". ..' . . .. . . .........' b~, mjt a Agtain-Si;ceanalysis~f sampl~ S:6-3 .indii';ates the gravelalld~obble 5tr~t(j~oritains , preCjorninantly fine.s?n"d;3rid cci(jrsejraveLas wel[ils.asignificantCj(T;oLJnt,-()f-sill and .. Clay, The test results are~umniarized on FigIJ,re lC(Appendix C). Pertef)tDnes tests . were conducted on tw?sanjples from the sand strata. aridsuggestthesariolrom 'these. .. loccition~ coritains)AO% silt The organic content' test was completed on a.sanipleof . . the. surfidalsilt and indicates the material contains:t6?/o organics Atterberg Iiniitstests suggest the . $urficiaJ silt has .Iow plasticijy{USCS _ syrribOIML}, ttierelatively low plastiCityihdex suggests the s, jlt willpes,ensitive to Vari(jtiohs irimoislure conteht.The .. result?ottl)eAttefberg limits. testing are provided . in. Tablet ilnd, 0.1'1 . Figure 2C (Appendix C), Resultso.fthe natural .water'conientand other indeX tests.are provided in . Table 1, , ..............., .....-,. ,",,'. ....... ........ ...", ...'>. . .01 "-j " ) , \ L . New PaCif!cSou~c.:~.,F9dlity . Geol.echnic,al:)nvestigalion .Springfield, Or~goq. 2, March 4, 2002 , .... .', ___ Prolect,2011133 Pacinc~ourc~ Hearl~ Plans .,J' 1, .' ."", Additionally, a, consolidation ,testwastondl.Jcte~t9deterIT1ine pa,r~metersJqrs'i?ttlement ...... . calculations: " The results 6fthe:coilsolidation iests suggesttha('ihe siitha 5.,a - .... -...... '.' ,"".',';.:' :'"'.--. . ,'. .' . '. .' ", ,". '.....:'.. " . ,.',' ".-.,' ...'. ,. '.". precbnsolidqtion'pressuteof~2,200psL . AsuiJlmqr)'()f.the consolidation', testis:: prOvided ()nFig(jr~3C(App~n9ixC):"'" ,'" .. '.' .' ...... '.. .' " ....... .'. ' ,. S:1 t,t '. 2:QL~,5: "'",. )36 '" . ! !..P.Re~rhe~jjii/fv' ~ ,: . '. '.,. .. . '. "We'~stirnat~d.ifieperm~abH;tY 8fth~.'soil~~.riC68Ht~.red'ati!'1~:sitelisjrigtti~'r~si:Jlt~'bf .'. ...... grain-size, analysis and .9urel\perie~c~Withsimil~rs()i,ls,.. w~, uhdersfand;,thatwater "collected, by roof drains will bepipedto'abeIOv;,'grade:infHtratiohsystem, '" Ane.stimate I . :.ofthe perrneabijitY()i:on1site's6iisis:r~quiredfdJ"desigh of this~yster:ri:.Typica( j'. . . 'c;oefficie'ntofperrr,eqbility (k)yaiues.Jorpre,dpri:rinantlysilt'andI6vi'plasticityclaysoiIs.' :.' "rarigefrom'1 O-?' to JO-7,cm/sec,Correlati9nsfrofi1 g\a(jatiOnJestsi)n,thesilt~uggest a' . !: . '., prelimirli1/ycoefficientp.f permeability.(k) of 1 d's cm/s Jo'r the silt. . . Tyoicalcoe,ffieienfof . '. . '.' permeability valuesforsahd,and sandygra,Veispils'rangefrorn10-'tb.+d',3 cri'l(s: B~sed on thevari,ablEi gradation of the gravel and ci)pblesttataand the presence of somE; silt, 'i ,',,',' a relativelY90h!?erVative k va[ueof1 b'~'cm/s<wpsused for preliminaryevaiuaiion of ! ithesesoils,> ',...." ", '" Date Received: :.. -- I' I '., , "'. ' ': i , ';'..1 ..~.~'irr~te::-' ~3~"~~J~;~- NUf'[1bei: Qepth (feeti i I",' . .., " ' 'S'1'1 '2,0 '- 2.5':: "] "'.". S'2' 1 '2.0 ~2,S, , ' . . :" . SH-5-1 '1:0.:; 2:0,> . ~- '.". . " ." $-6,J,'" '.'iO,2.S' . "" . ,,' ..: ..,~.:'':':...': S-8'1 ", 2,0 "2,5, 5_0-5'5, ' S_H~2 ':";; ': ,S-12-1 ",20'f}" ....' ,S'17~i:" " D,S, i:o,- ., ~. ?',i ." . ...' '. , ' , ,'S:18'1 . . .... ......'" '. Q,SH.Q:' I,' " I. ',:: .'., :1:5 - 2,8;: ,.' 'S'J9:1 ' ,.,',; "'-', i.',;c . '_} l -:r',.. , DISCUS?I()JI, ,ii, _,~J . j:" , , , , i I : L: :. i' , i 'New Pacific,$ourG-e.~acility " Geotech.ni,ca.llrvestig~libi1' ,'?pringfi.eld, 9re9.~~ .':." .,: . ..; .;." ~ ~ ",' ..' ',' , ' , Tabl~ 1. Laborato.yTest'ResiJlts: " . ,~"":' ..- '.: ".: .' ,.. '. ',-::,.:,,: "'.,.. . '..-.. ~ ". "...: "';: '. '. ' ',' '" . ,.... .... ',' ,t;~ ..qrarWater, " "c:;6ntenf '" '," "LL (percerip:, ,,' , ..' :'~-'--------:"::"'~"""'Q~ .',... .....'.. :.,j. . ....1"'.......,): :'"'I~CU.U':". PL 'Pl, Classification ,:Contenf " , ",:, ' _ ,: ',(p~r8~nii " " f'erten: ,', 'Fines" '.,' "'i '.>'.' . . . . " ...f'.... "r , ,32..., ' . '''" ,34 ", '40" . .'-~ ",' ':.4f' :':'2:9'. :.: 12.". . ',,' ',ML " .:. ',' ".,' ,.,". .,. .., . ~ , " '-,' . :::6;. .',"::.... . <,;" .... , .' , ,'~' C"..;" .. .-'" ::'.:,.... ';".,' . ,. ~ ' 40 291r/ ...... '.",,' ,< ',:tML, ."'. 35 ":.'... . '<'2t,"" '.. ,..:'.' .,-:' . 23<j, ',:3tj,' .\ .... .", " ....-,. .' . , , . .. . "~J:k 1(i;2007 . ," ,', " ":" .,' !~ , .:, .' , ". , . ." , "., . > " ........~...........3. ':':;>."'; .. .' . .'-/"'1...:............, ';:" ;1r'\'r..,',tr~1 '. ~ "."J" n" -, -. March A, 20.0:?: ":.' " Pr61p.~t 201.1'.133 :' Paci~jc~ource H~~lth: P.lans .'.::.:,~': ; I 'i. " 'I' i , i . I','" I," ' (..'. i .' i' ; , ". i..... i [ : ' , I ;' I ,~ '" 1 ' i' I I .-. ,,' ". . ,. . . . .' . W~ returned to the site>onFebruarY 17,2002,tb conduct.infillrationlestingaHhe,. .' . ',' . ','. . ,,', . . " " , .- I' .-, ' ,'" ' , ~' .- , . .-, ,.'-, ' " , .-'- :: ' " , ' ' .' .'- approximate .locationDfthe propose~stor~watercontainmenfar,ea, . Theapproximpte '. ,...... ..' test Ibcaiions are ?hdwn 011 Figure ,2'(AppefJdixA), , TRe tf)sting' was 'cbnductedby .'.' . · '.' .€,!xcavating:!:l'ht02 feet below existing'grades, saluraling the soils': and installing 'p' . casingifJtheexcava!ionf6rn,easu.n:imentOf water levels. The casihg was filled to nf)pr.., . t.h~ grOund '..surfaceqncLthewater if)vf)l. wastnonitored.' atreg,ularintervqls,: '. Thi.s . informati9n wqsusedto estimatethecoeffic:ienL ofperme;:tbility(k}bf thesoiltested, '... ..,. '.' the excavatedsoil:at test Ibc:ation#1 c:onsistsp(bn:iwn, low plasticity silt ..Thetesl .',.' .', .... rssulis jridic-i31ethata K,'VaIoe of 3x10'4cm/se~~iS, appropnatefm th~ silt. "The.;,' . .' . excavat!9riat. test localioll #2\exposf)clsaIl9Ygiaveiaith'e:base.,?ndtest .results sugge~t' ". ..... Cl kvalue 'CJf1 x10:2cm/~ec. i{s8propriatefofthegraveL::">' .' '.; ,:' "" .' '." , r " ! '" ' .'....-;. T~e .'test r~~lJHssu~6edtasignifkaritrcnjge~f pe;meabiliiy!,shoJld!~eexpe~ted~0e'tb :.' J, . .. ".' .lhe ,vafi~b!lity' ofsbiltype/We'anticipale that' ZOnes of ,clayey material may ~Iso'be . . 'present, wtiichwoUld havepefmeability Iqwer:than3 x1o.'4cin/!fTherefore,we .... "recprTHilet;1d.LJsing:cons(;rV.ativEi v.?lues., for design ahd include~~9nstn:ictiollqudgeHO( additi?j1alexc!3v?ti()C1:of fin$,Q~aiCle,dsCl!I~andrepl,Clcefllen! v"ith.granula(l1J?lEiriaFto .. :irnpr6vethePer(\leClbiiityofthEiinfiltrationar~a: ... ..... .. .... . '. .... .' . .' ", . . ,~ :". ".'".' ,.,.'^.- . ,..." ", ' :.... :"". "," ":;'.:. :.-. "."'. ...".~, "t'.' ' . ,'.-.' ., ..,'-.. I' . , (. ". .We Lrnc1erstarld thatthehLJlk6(e$rthwor[Coperations for ~haserconitructionWinoccJr:. :/tfuringdi:y:we~lher.Th'erefoh~;webave'indudeddiscussionar;1drecoiilr.r;endaiiorlsfor '. . ...J . .... drY'weatherconstrUctibn.' We:antidpate"tti~tcdstswHi' pesignifieaTltly greaterfor.wef .' .. ,weather cOhstruction/aue ioi,additlbriai excavationand':rock placemenl.Weshouldbe. cdntad\:l~ici '.m6d iN '. the"pfoPQ~ed ;qesign.'anc:J'coQ.strti9tior\ ~e~dinmendationsi(wet ,we?therconstrt.ictionisreqljirec1f6(eifheHihasef6r'2(" '.' ..... ..... ........, ": ,'. ',: .' ~ :".', :,':: ";" .' .:, .':.~;, ".:. :,::::. . ':. " ,~. -":- "<::::". "';~:':. .':' ......:: '." ,,'~,:.., " ;,~< " . .:>,.."' "., .." . ,". " ',",', ,';' ": ','; ,". ,',.:. ";" . . <.~ " ..' Tb\3sit€,!'i.s relativ~lyIQw,andwI1l TeqJ((~plac:erJ}ent,otf2:t6.3 f"eloffiiUq cO!lsirucfa. ",.J l:lLiildingp;:id: iWeahticipate.thaf'ihe pad may be)no;;t ecopomici:\lIy constructed by .'.. . . ri)!~imizing'strippim depthsahd'usebf'.alqwergr<;lcJe;iiJ,pcu:ted,granulgf ,fiIr"rnateriai'... ..... :....; ,. (Lf).,bar-rungravei).. Thj~approach wiUonly bef"asibl" during dry weatherconqitioqs~< - '.' . Str!ppin~f6f the exiSting;grouhdsi:irtace. may be limited tbiheupper :t4.!o 6ii)ch~s:'Qf" . s.Odandqrganic malerial :pr6vid~d the underlying ;looselyslrt.ictL/red silf. iscompacle~ . . '.' 10.proYT~eafirm$ubgrade prlor,toplioicemEml 6fimpbr\ea:fiIL..Thecompad\:1d$ubgr~de '.should i:Jepro9fr6l1ed to'iaent!fY:anyateasofsoftorPUfnPing'Soil priqrlofill platerrient '..j . ENGINEERiNG ANALYSIS" . .....'..: I 'i ....1 , , . '. ',.,., '., . ,., '. '.'.".,., . ',,"'. We understandlhatthe str0cturaLdesigner has not yet been selected f<irthe project., .' WehavecondLict"dthe . fO!lo';';"i[1g'bea;ing . capacityandseltlemeni . an~jysisLising ." ..... . . assumed.' faundationloads'for . useinpr.eltmihar,idesign:" .'. The analysis, ahd' '. recommendatiOnsbel()wshoLJldbe mbdifiedo(rei;iseda~necessary during final design. . to refleCtactuaLf?und<:itiontypeand\lesign1oads.' '. . .. . ". ., 'd' Date Receive:' . ,:J;f>;W/2U07 ~ -.- . i ._J , '.,.i Original Submittp\ . '. NewPacificSource Facility " . Geotechnicai ,In;'':estigation. . .?pring'fi~I~., Drego!l : .J ,'. MarchA; 2002 < 'Pfolect"20H133 :: : ." .'. paCificSourCEf.He:~,;~,~~,':,i~..I:~ns,:;:~,~>'" . ,',' ",""'", "',, , , . 4., , (.,. .r , ,... L .., i' Ii . , _.1,.1." -.\ i" : 10,.' ".1. j', - ~, "c' I' J.'I' . 1;. ~!:. ~ , . '.~ I I, Il. " __-i . , I ,.Ii !. _,.J". "\ ! . r. .~~ . "{ I' .... .-t !. Ii .1 .,!i , i . . . '. '. .." '. Bear/ria Cioacitlf . ''';'. , I We haveassum~d .the 'n~w~tructui~wilib~ supportedprimariIYbycqlufnns''';ithspr~ad .... .' . foqtings,:lndIvicjualcolumn Ioadsas.9reaiasif150~ips (deadpli:lslive)are antiCipated: .' . . We have also assumedlhataperimeter foo!ingwill be consfrLicteo to support the facing / . of the bUilding,'.' 'LoadingfqrJhe, Pl3rimeter,'JoOting ..'is. 'lJbtexp~Gted ...toexq,ed;' ;t3 kips/linear foOt. ..... Weestirn8tecj ,the'bearing, capacity}jf. converitioiia(:'shallow .' (i.e.;~pread or continuous)fo9tirlgs~ We assull1ed that~preacjf()otings supporting . . colti,i1mloaqs.\NCluid<.be' pJacedit.3 Je~tbeldwth~gfOtJ:ndsurJa'ce0n:f:12inches:Of. ., cnjshedrocklJndeHainby~iiati,!e silL,Thecrl.JshecJ ,ro<::ksh91;1Id.:ex\er]d a mini,murn of 12ihCl1esbeyolldtnelimils' of the footing.' i.; our cak:ulations,suggestah ~I10wable ."" ;bearirig<pr;ssweqf 2,5QOpsfwitha typical fadoi:' ofSafety'of 3forJootirigs with.a ...... minirn\mi.pjah'eJlrnensionbf8feet :'. ',. ..' . . i.. . .' .., . .'.'i" l:". ) .' .".'". i' I. .....:. .. "'.,>. 'r' " . We:as$LJrtleg Ihat<::ontinl.Jdus '" footings'supp(jrtipgperimeter.loads would bepiaced' <f12idthespelqw the gro~h.dsUiface; Or\.a minimUm'QfQiACnes.ofCi:i.Jshed'rock '. .' .' .'underla.inby;g(anularfill~ndniltive~n(:Oi.Jrcalcul~tions.sugge~fi3naIJowable'bead(1g., :., .' . '. "p'r?s$ure ()f2,OQQ ps(:wftl1 a lypi C;a I. fado(q(safetyof3,i,s' appropriate. .' THisanaly~i.s'~ '. ". assumes that the.contiriuous(\Y?!I>) footlr')gs will have . ?nomirii3I'wieHh' qf2feeL; ;Ih addition;.we aS~Lifne8jh~t the' .crusnedrock woUld:e)(teiid '..~'r)1iiiimurT16f'6"inches . '.. . butslq~lhefootPririt'o(theperiin?tEl[footi~~S:'u: "i":,.,'.:>> ..... ....'..:;/ ,: "..' :.",. . ~, . r' .<". ",'::'. 'Settlemeht' -. ." " . . . , , .. -. . ", ~ :".' ,. . -. . - , . ". '" :", '. . . ' . ~.-. ,.. , '.. -. . . ", . : I. We . per-(ormed'a 'settleri1e'ntanaiysisforthe' foundiiltlOns'.baseddn . data '. {rom our,,>, , ,.,. 'Jab6fat9~tests. 'Results frofi:r-ttJe 'cotisolidatjoi1,ie~tjngicate:a'im3c:6nsoii~ati0n:. . '.. . ....... 'pressurE! o(:tPOOpsffbr the qativE!silt: 'We'antiGipateth?tsettlE!r'n~nts of'f1l,.iqchmaY,',.' .' ...., ..' ..'occ\lfwjthinine 'buildingfooiprin\ dUE!;tcip'ladjmentonjll:a:J'thesi!e.a~dfI09f;IQa~~,.' A. '.' ..... :. .'. .PQrtion'9f..this~~ttlemehtwilloccur reratively,guicklyduri~$'con~th.JctiQn,Q(theblJilqihg,..: :.' "pa'd: :" ... ',",;,' '," , . '. . '., .... ...... '" '. ....,... .'. ".;,." .' " . '. -' ":., "'. '.', ,,' ': . . .~ '", . .' ", ,. ':' ," ',. ",' .' . ..", ", . :: ',,:"'. ...... ". " . '>- :. '.. ..<: ' " " . ; . . ~'. .'. We'alscJ i'ivalUated' settlement. fromithe anticipatedfouridat'iobs,<Our" settlernent '. . .' ..?naly~es5u,gge~tslhat<::ortjnl.louDooijngswith,a .iti~xrml:!rril(jad"of.?ksfi:inci'.wicithQt '. '. . 2f~et ~l:>oUJdsettJelE?ss thai'll ih<::.h,S.etllern~ntai)aJysi~orspreCi(jJootir1gs<::onsidered;.. ..... .4ctootand,8-fciotsquare foo!ings'constructe(j:on Ihenii!tivesiltwith ahearing presslir~'.'.. '. '.of2,5qOpsf,Th~' analysis:SUgg~st~,setlIEm;ents . of:t0land1i,nch :IespeCfively: ',We . .ahticipCitethatdifferential settlementbetwgen ,indivrdualfoOtiqgs, inphas~', Vli"b~ ii:)sS ". .... ..thah)6inch.':' " '.,. . '. . ........ ." ....,. ". ' ; .," ;'. . <: "3,.., . ..... ,. ':. .:;'" '" 'Pa~~nie~t Malvsls ' .. ..- :" . , We estimated an average dqilylraffic of 650 cars, 250 liglit pickup tru'cks, 5 medium . . size dEHiveryltucks(34,000 ib/<?V\N), and 1 heavy truck (i52;po6 tb/GVW) per day based '. . 6nour . previous experience with parking. areas,> A resilient rniJdulus(Mi)value of, ....< 4,500psiwas. sel~ctedfor analysis assuming the subgrade. wouid be compacted as' ..... " recOij,mended, The ~i vallJeisarel<lIivelyconservative estimate f()r thesiftoasedN'ed:' prevlou? experience With Similar sOllsnlhe projectarE';a,' ....,..... .'. Date Ke,ce '. .' '~;J.o12007 I, ,'\ ..,; .u,:.... . - N'eY".Pa,:cif!cS~urce Facility. . "G"eotechnicaI1nvestigation '.. SP.nngf!eld:~reQc;n" . onglnal ~M\'?cW~~2bo:i . ":". Proiect. 201"11:33" P a ci fiCS au rce 'H ea~~h, ~!~~" ~~: ""~" ..'. '"'.-",,",' 5.:, .i "'I I " I' , i t i 0' i' I " I I i "j".- i ,. I,' I . ~ , i ! i , , i i' A 20,.yeardesigrilifewas'assurned foriheaf)alysis and ,()uranalvsis did not consider constru~tion .traffjglp!P,~~@.~}eL:t~~,gs9j~t ..ltPhase "I pavemE)nts '<ireintended.to support heavy construction traffic,duringconstruc.tionof Phase 2.a thicker section in ,: haul rou~j_E1_~y'-be' req~,i~1:' Alte'rna'tively/p6teritial,haul rpute pavementsr:nay be 'designedto1:lccommOdatean, overlay after, the completion of the P.h?se 2 work, ,PE)riocficmaintenanceand replaCernEm.tClfthewea~ingsuiface shoufdbe pl~rf1f1Eldfor within the designlifeoftl)eentire:paven:ient.TheAsphaltIJistitLJte (tAI)'recQmmen(j~, " overlayingfjexi1?ie pavementswhEjn60%,0f: the :struct0l'e,life .isw;ed", Ahexpe~ienced ' 'engir1eer'shquid inspect the pavemeriteVEjry3 to 5years todeterii1illE':its c()ndjti()nahd . need for rehabilitation," '", ' ' , , ','," ,':','," , " . , .. ".",,",' . , .," " )"; i ',," w~ ',haveassWrned, lhat'subgrade ,preparatioIJan,d .consfrudi6nqf ,paveipents,wiHbe '9oll~uCieddUhng" di:y' wealher~ondifj6ris~:,bur<analysjs, ihdicate?lhCltthe'fJew; parkiri'g , , , ,,' 'lofshqufdhavearnlnimuiTlflexiblepaveri1erit section'C'qosislin9'ofa.llpminaI4fi1chesof. " " asphalt civet)Ojqr.t)Els~ofcrushedrock 'ate.i1trallcesand areasof;hea\iy traffic,The. ,"" asphalisectionmay'bere~ucedt6.,;:Li[\]b;~:sjnlhe:parkihg,ar~as:)Theseminimum; ", , ,,' . ,paVemeh~ secti()nsas::;umethattheparki~g;iot'wi"be'~buiftan,~,' subgradi:jpr~paredas " ,.' re'conirnenged hereiik ' . '. ..' I I ". ," ',' ." . '~ECOMMEN[)ATIONS . . ,,' ',:'>. ..'. "'.,' ,.... ...., . >...,." . . ", ," '". .. . .,. ". . . .:FoandatiOi1Desianand constriletion', .' . .'""'.,, . ~. ',' '..; .. ....-, , . ' .-... t:'., " . , , 1,' . . [)esignall cOntirruous0all fo~ti~gsandis~lated' <;oIUnih:J60tingsuiingah. .'. .' ,;, "aIJO\Nablebearin~pre~sur~f6t2;OQ9psf~nd2,SOO pSf,:,respet;;tiv$ly,', ......... , · 2.. . . AssLJQ1e th~t'th~oewb'ujl~jng~,:~ilJ . exp~riencel~~s .il1ah'Y>.. inchp( . settlerT1enfifth;fboti~9faredeliigneq:and'builtas,specifiedherein,.; .... . 3: 'PJQVidea'i:niriin)'um'f60ting.;"idtn bb feE)tfotaH c6ntinuous wall footings 6ir; .' ..at 'least : 12iri9~esbf'coriipaded .'; tru.shedi6't;;klln~$riainbYcprr\pilC:ted' '. . '. ...'9Canlllarfill. Th~qrUshedrock.urJdei, the foLihdation,rfn6fc9nti;'u6~s: '-, :, sh6uii.Jextend~tIElasrQiric~es"beY()npjheedg!'Jsofailf9oti~gs, .......... .. .... . I .... '." . '. . ',' ". .:"', :.' ;4: .,;provIcJea.. min!rT1Yq, Jooting'diln~n~ionof:;' feetf()rijlHC9llimr .footings,' , Plac.e the basei of aIL columil foptings.at least '3 feet below the finished . '. .'.giadeon a'rleas(12(nchesClr~rushearo(;k. <, ..... .....; .. .'::, . ;".' .:". . ,-..' ,,", ," 5.. De::;ign thebuilding~siriga Sei~micZ6n~ Facto~, Z, of 0.3, Werecorrlmerid. .anS~Soi.1 ProfiieType,with'c~rrE!spondihgSeismicCSeffici.entsC~arid C~ . 0(0,33anO 0.45,respeclively;(ordE!sign, ASeismit;; SourcEl'Type.B\^{ith? . cofrespondihg'Near~Sd'UrceFactqr' (Nv)qf .1.0, is appropi'iate for thesife', .. . Theliquefactio'n potentia) blihe, foundation soils .is believed>t6,be !ow.. . because of the density tif theyndE!rlyinggravel, .... . . Use a rrlod~I'us oJ sUbQradereactiori. ks,o(iso kcf,for~t&~iE.O~iglilld:. . Reinforce all f1oorslaps(oreduce cracking and warpihg, .... ................ . . . ... B?;:O/2007 . ..... " ; I ...." . I: "..i ! ..' '-'-,. i' 6, "i I' '<'fi,' .'I..i I, , , Oliglnal SubmittaL .. .." '. .:' . Mart:;h 4" .206~.': . Projecf 20'1.-,1133 " PadficSource Health" Plans' ': : Ne'Y..PacjfiqSo~rc,~, Fa~i1ity _ ' Gee/echnic"al investigation . . 'spri~gne,l~; 'Oregqn" 6, ., "',' . ......,:,;..,; . j.' '-- I . I: ,i.', , , , i =! . ",1,,: ',I': " .": ,:'..,1 ." 'I " :!,. - I' I , ! ":'. . iI: I' " .-( . ....... J " , i,\.' '--":';':',' :"1': f , .' ~1:''''; , ' '~ ~..' " .,1 I I . / .i j .' . ~j. ' " [., , ' I' ..--' .'. , ..! I , ---'. 'I . ~" , " . ., .' " .. MaferiillSoecificatibns .... . , ',.' . 'Recori1mimdaiionsf~r specific:;ation.ciLVariousmateri~lsto :be .us~q withth~earth,work on 'th{~projecraresuinf)1flrj,z~dbelow," '., .' .... . '. " ., 7: . StructuraL fill and' base rock, as defined in this reporl, should consist. of ',' " .' {or%-in.chn{inus,cleari,weil-g.raded; cru~hedciraveI9rrock, .'.' W~should.'.' ,'. beprovidedasample()fth~intended fill. forapproval,prio.ctbd~liveryiothe. . . : .~. :ti:, ,'." , . .',. . , ',,' '~,'.< ';: . ':"'/'" ;'.' ~ .(', . .:..'" ,,;. ",'. ," .:''. " . ". ..:(~'~tripth~'LJPpe~t41~~inches6r'th~tOPspilt6h;ir'nOy,Ei 'thebui[.of .th~sQd " ". . . '. ..:?hdr?ots, ........ Thesfrl@'iidm"telialshQulqbe ha!Jre:d'ofH;iteor us'e<;i;ih; . lari'dscCipear('JC!s:" '" ," , '.' 12. Gradeth$ 6\8undsurt<ltesufro.L1hding~l(buildings<to'p2C;n:1oterLlr)Clffaway. .' . .' ..... from the r€quired'fill.constructio.n, ...... '. . ". '.' '. . , . , , .' .' ,:' '''. ,:"; ~ ~, .;..;. "'~' ;.'r, ;,". ,:..", . . .' , .. _ .:. ','" :, .','. ". , . .. ", h" ,. 13..Com,pa#ion.. Of silt' sl,Jbgrad~n:1ayt~quiFescahficati6nahd:aerCltionto .'el' ,. .... 'depthbfafleast12 ihCh~s,:Compactiori wil! not bepracticalffthe,soilsare . . .too wefofoptimuh1, Therefore: the site vJorksnQuic! DO! bEl.allempted during ... .' '., \Vel wElather and$houldbEl delayecJuntil<thesubgrapElsoils are sUfficiently..' dry or uritll we~thetperrriil~efficient aerati?,n., ',' .... , '." - .., . , 14, '.EffiCientcorrip?ctiqn offine~gfa;ned'sqils will typicaHy r~quire the use i o(a . . padfoot or kneading roller to achieve therequiredccimpactioh.The moisture ..' '. """ content of the.fihe-grained soil should b~ adjusted to iNittiIDa~o.!'o1$tEif&ed: 'j .' optimum value priprto Cbmpa,ction: . .' . ..... '../ '. . '. i'l . .'. '::if=1@'2007 ..... .'.1 '~ew. .Pac.ificS9urc.e' F. acility' "Gebte'c~riii;'al 'lnv'~stigation , SP.iing~el~. Oregon" . :'.',' . March 4,)0.02 ' : . '" I " ~-'proieCt ?O,lH3~" " .tp'acificS~urC€\Reaif~~.~~an.;, '..7. " i " ! ! i " ' i' ;.'" I", ' . I, .'. . i.' I," I, I ., I ' I:." .'1.. .' , , ,,< . f . , ' i'" I '1..' I t , r I, j' , i , " ';1 "'. ",' . . 15"Comp"ctall import~dfillinloose IiftsnotexceecJihg 121F]ches, Thinnet lifts '. .',~ maybe retjuirecJ~f,lfgl')torban.9~9perated equipl11entisUsecJ~Cqmp~~ta,lIfill . 't6a minimum .of95% reli:!tive,cbmpactibi1,uhle~s ()the,rwise'specified. The:'. .' , .maximumdrydensiiyofASTMDp98Shouldb~u~E)d'asthestandard for> ..' ."~ .estirnatingrelative'compactibri;unlessotl')€rvvise"spec;ified ,;Field density. . , ,testsshQuldbe run fre.qu~ptiYJ()ic;onrirmadequateCQrnn~ti?n;. . .. .16. Proyid eshoring acc&diri6to.OR"OSH;\re'quir~m€nt.sfor. tYpeC . soils: .. Sloughing and caving oftrei,'clies fllay occ;uririth\4 sand JeMutidedying tl')e silt: ....,. , .,..,. . . :'-.... .,'..": ",- SftePre9.ar~tibri(B~ildill~l" , .:"", .'~. ... . , . . " . . . " .~. .' . '.. J " " ;. '. . The follo0irig,recoritfll~ridatibnsare Rr()videdJOr s'ileworkahd,fiHplpcement assuming thafconstn!ction'y,dllbiKepli3c'edurjngdry.l,veather, ......,.... . .:' . " . ' , ' 18,. . <iqrTipactlhe,~~p'osed'silts~~gr~de::.pro8er'ccim:PClctior\irIay.[eq~ire; ..... ..; '.' > scarificationancfrnixingofthesoiis ;toa,depth:ofjOj2 inches prior.to,,:> , compa~tion~' .t6e'cPmpade{ sl.ibgrade shSuldbe'>,;,'ro6f;roiled ';Jsing;a",', 10adeeJdumptruckor .Qfher,appropriate$iied' P!eceo( constrtidion' equipment. ,.', >'.,' . .' ,,' " " '<',:; -;, "'" , , , " .....' , " .,' "19", 'E*cavat~ar~~so(;'s6ft,JjuirlPin9s~bdrad~~~nd~a';eas' '~(excessi~er ". "deflection 'and replace!he~ soil with.imporied ;grabQj~tfill. ...... ,....,... ".' ..,",', ....... '.. '"., ",'. ,...', ." .....". ,. ". . '. ",'. "'J " ..' , j 2,,2, ," Constructioll traffidghihe; completedbuildin'g[Jadshou'ld be , ',,' ,', equipmentrequiredf6rc6ristructiori ofutiiities and foUndations, '.' '. . ,'.' ..' ....., . -. -': ". . .....,. '..i" " ........ .' limited to . -"\' . ',' ." . :,- " :'. " . ", 'Drainaa,efor Buildinos ' ,',," . .,..'. 23, "Thegranui<'ir.buildlhgpad'wHl be elevated, atJov~JlobdelevationS : The" .' grading plan shouldcontbur' the surrounding ground surface and building. Padsubg,rade tofacili~ate runoff away frail') th.e structlJre. 'Groundwater; ., levels are,anticipated to rise near thegro~ndsu1~ce duri~gr.Ji.9pe'^\.~be.!;erved: flood conditions" Therefore,found,<Jtlon.dr3lns are not requlrelr.... , . , . " ' ': ,'< ,.' . '.,'. ' ~.lif~UJ'20Q7 . - ," .' ,o:" " ',.., .,.. '. .., " .\ ",.J Nefl,PacificS.our'ce .Fac(l!ty . Gebtech~ical.lnves ti'ga(ipn , Sprin"~field,'O.regon' . " .'.".. . ... . '0.' .' I "March;4:,2)102 , , ngtniilehlMbi'21m 1 J,. P<icificSource H~al.th Plans. : :8, . .,. . ".' . .] 'f.-. 1 I ,. I,. , t. :". r 'i'," I " , ; I;' ! I' I' _I'- I I', I"~ j'I.; "". "/-" I' 1 . .. ". 'I I',:,: l' ~.,; ,'" '. .j ~ I' ! I ! i " 1.1' Ii II _~r . i' I, 'I' .I.' Subqrade Preoarationand PilVeh,ent ConstrUction ..",.... '. " Th~ folloWfng;r~commend~ti()nsare pro\Jidedfor~it~0ork and fiII- plac~n\entassuh,if)g , ' " tbalag ry'weatber, ~ppr6acl1 ~wilL berequ ired, for the work: We ar~ aV<jila bl~to, rjiodifY , ' thereco[T1mendationsif the,e$rthw9rk is,CO[T1pl~ted;duringwet weathere " ,,', ,'-, , ' '. ...-.. ;" '. ~: . ;, ',.. ,.' 'VARiATIONOF SlJBSURFACE CClNDITIONS, lJSEOFTHISREPORT AND WAARANTY . ,.,. .'"" ' .,,, "", ,.<: . '." ..." ;, .' , 'thea~aiysi~,coticlusions aridrecofnlllendations cohtained, herein' arelJasedonthe ' " qssumptionthesoil profiles and the ,absence of- ground water ,in the test pits are representative ofbverallsiteconditions: ,The above recommendations 'as~urIiethalwe ':, willhave the opportunity to review final d r~wihgs 'and be presell(during constru,ction tci " confiiinassumed' sitecon,ditionsandtoevalu,!te changes inthiJse' conditions duetci weather, No changes ,In the enclosed recommendations should bellladewithoutour 3 approval. We will assume no responsibility or liability for any enEJ~~.3rl'f.t!1lJd.wj.~1[J€i.'i:lt, , ' inspectiqn or testing performed by others, .' , q - 2-0 -0 T New'Pa'citicSciurcEd=ac"ility . T -' :". ':-':-"= /.:.. JM.~3}, 20-0.2 . .\:~. Ged~echnjca.i lrivestigatio"n~' , ....' -, ". 'ProJp.cl,20.11133 Spri~gfi~ld>br.eg~,~' . . ". 9~" . P.aCifi.cS.o_~rce,':HealthPlans .. , nr'''lingISubmltlal i.. I" ' .. I ,"," '.,;":.: ,~. . '. ,'.... , ' I,' 'I." .... I" . i.. ~ II , ',. T" I I , !.-, , I. ' .-..... . i,. I' " I, .I: "1.: !,. . , ;"".',' "q",' '1 r' ' 'I . I, .,,., '1" I I ! Thisfeport wClsprepared.fortheE)xclusiveuse ofF;adVcSource' Health PI.c!nsand th~ir designcon\>uitimts fOf the l\Iev" PadficScoUrc? Building ,inS.p.ringfjeld,Or;egon; 'Infcirrriatioh 'coqtained,herein 'shouldnotoE;' useq for other sites'orfqrunanticipated, ' . construction, withoLitclur . y..ritten ,c6nsehti'C,qnstrudiori . recOmfl1eqdations' pr9vided. herein. pertain to aoticipated COriditionsJorphasel'oUhe,deveiopmemtWesilouldbe coriiClcted prior to'Phase 2' ofthedevelopmenttoconfirmthatihe analysis and .' . .,', " ,," ".' . . . ,', '"'. ,", .' ..'.' ,,' ,., " .,...,.,.. '." ,'...., - .reconlfpenda\ionsprovicjed are appropriatef()rth~ P~ase, ,2\Nor~,; ,", This :report is, intended f6r'plannirigand. designpurp()~es, . CdWaCt9rs usihg'!tiisinfcirn,atioq to . . to> iimat" '. u'" II ~ iruqtian:-qoantities'-arcC,,;~ J~.sO"at:theti':'o~h-:risJ<::'cetJr'-Sel'Vi<<Co"j;:,:,;:;~ . indu~," any. surveycir'assessriieritofpbtentialsurl'ace. cqntamiriCltiorl.or ~()htar'nin~tion . . ofthesoil6igrouhd water byhazardollsortoxic l)ia!erii:i1s., We assumefhosE; services; ifneeded"haVEth~etlc6mpleted,byothers.;i'.'" ,.,' ", .. QuI' \Nork . was 'done engineering ,practices,. "" -... '.. .' .' .' ill. .accordancewith generallyaccepfed,~bil and No otherwarrabty:e~pfe~se~()rir;plied, isrnacje, . ,. foundation' <' ,.' . ..,. .'~ " '.,-. ".";,.,:.,;,-. , , .'. ,.' :". . -,..: '.-," . ..' ..d . .'.' ...' ".' ,.,.' '.; , .',. ." 'r'., , '." >.... .' ." ...".. .. ' . ."-. < ., ". , , "': .:: . :'. ;:! ..; .:j,. :' ,.' '..'... .,., '.': "( . '; ,~': . :~' '" ,,' ~ . . :"..f' . .-.,.' 'j' ':.:'.:, ,. '..... . .' ,.-' I,," ";' . ~ . ".' . " .,!.'" ',. " .'1- , , ....nateReeeived: '. ' :Ek~ i.J;2007 '. .... ,.., . .". . . '.~ " . Origin~lsubmittal , ~, . , N.ew PaCffil;:S.oyrqe CFai::ility' . . Geotec,hn.lcal,lrivestigalion .. Sprif.1gfield, 'Or~g.cin' " March 4, 2002 . Prole~f201i133 Pa'cj~c,Sou!ce.Health_ PIa ns. " 16~ .. \' '!. '. .f' . '";': ,1;' , ' i ' . .'.:.J :.,..', - ,. .J. i~ --; <"-1: . I I ._J "J, I'. , , .) ..\ . , ! ......J- i ',' ,I, ", ~ .',': ';, Ii" "".- \':':'1"', .' ;".; ~ ",,' }. . '}\"""" ",',' ':"""0" '."';""'A.' ",', ". .,.", ," d.' V," ...."... ..' , "'''P' ""P' "'e '"'''''11''''' 'l"'X" " . "; " ,f' " " ".,' ': ' . .,....".~ .'. '. .. ,:' ",'", . ,',',-- . . .' . .' . . . ". ,- '.:,::.,: :<. .~,,:. :,..< ';":"",< .~...;' .-'""'.~:;"~,,,,',;'>':., '.':.: >:, :~:,.::. '0", : ''R.:' .:..::";',,.:,,>,;::.... '.". , " ,," ... "'. ..zg'lI,peS ." . ..>....:." ,., .,:" .'1' ,.,' ..... 'I. -",' ""-:' oF'... ',.;,' ~\J~.~'< :J ~.,' }tf, . " '\';:i bel" t~;~.;~,,,:: .. ~"II, :: "f" t: II." ~{,,,/ . ,,~, ~ :~l .y. :'\,1 ': :1 k~~ . . ..... . ," ,.,..... bateRec~iVe~: . , " ,I -p- F Ii ~;._)' . -'r: . ," .." " . . . :"~7ffi' .;)j)'i007 . - . , , , ..... .. d" ,," ." - ". ., .. "'. .".' .J !,,: i' :.;. ....,J, . ":..""Origihaipu\)l1:Iitt~t . :l!rOf~s;(o~f1;'": ';:Ge,oteqhl)ical ,": Servic?s': '.F6unf.Iat~on EngineerHig";,, Inc.... - . ,...,.. - .' . , ' ,",' ',':," "'., ':i'- :1' ': , , .; ,. . ':,. " ,,'" ' ,:1. :1 ,~_/~" I, 'I " . , .: I) . {J , ....l ~-:,.....:. , ' :/ (i";C", / \ '; '"'' I (") d,' ,\' ,I, ,', ' "y', ,:,,\. , ,c-'-~", (.c:s ". ' 1\ .-" '... \< '~" .' ''':L\ '''.f '\.. 'I ..1' I Ii 'f:}'\,. ' ,'.," :'\. ,'/ I " ,', t i:' .: ;..\. ..i \" . ,\, <'".", . .,',:\'" ./. ," ~. r ", ., ','0 " ',;:'1'\W < . .::/:~'~'>';:~c:' .".: :'0 ' ,," .,1.... .:;.... .'. ..... \ / : " I " \,:\,: ,~ . \',' ',' , ' + '( ,j '.' l' .+ ':1 ~ ~. ,,>.' "."". .' " . I Ii I" .,' . ...)" :"1'" ;-.1'-" d '-'l 1 i . ,,,,ot>< .,' '\<,Q' ": ,N\;' "';"':~'~:-:' f=,-.~i~.'~T"'I'd} ?BB:i1Il1!;,;,.ll ,,,;,} .' .1 rllD~',~" :."'.. tl~. ,~/r:;Jz.,1 . f-r,a.~~.c.' ..'......:.IIfif1I.. . '.""1 ",: -. '.:-.,,~.: .,:,.LJ -""". . '". ' ......'r..;.~_l.L-. ~ ."~ cl '. ,'..... "~L:.,: .I ".0, .. .,. '.,1 ,( ,,/ ....:0} .,.\:01 " ><:". ......\L.. . "'\'\.: 0-/;,1; . '." . 1\"1.( ,DATE ~'., ~:~~:J,l." R~VIS ,.... PROJECT t!O'., . . ~0i-1"1.33 ." ,,, . :,'.' ',', , " .1 illl!l ,,) ," '".' , . . "," ,'..,. . . . .. '.'vICIN,rrYMAP . . PACIFlCSOYRCE:~AcILlTY SPRINGFIE~D, OREGO~ . .-....; \ " ,Dii", FOUNDATION ENGINEERING INC. B, PROFESSIONAL GEOTECHNICAL "L.n.tl\,.~ .') ,',FIGWE NO, 6ate F eCei~ed: 'I ~4:'JJ)l007 . .. . I ,,', . . . . . '.' ..' . '.", ..... :,:O~::~f~;'-'" . ",BUS. (541)" ,757-715.4.5" ,.u'(~1), 7fj7":T~: ;\ '~ " " ;-, ,. Or!pinal Submittal ~/ '~ ". .". ;~::I:' .,: ,',,:': .: .,' ,";, ~.. ~i..'". ...- .L~\~:'."~~l~~.~'~'~' ":;:~':>'-::~"'. .!~ _ 0' ?:~;;i:'" '.-'~' ,..:t, >!.f..:: ,'I:,' j:::.; _, :",. '~"':",~','",c,.:.'.' " ~,.:<.;:.';.;;'" i .,'... . '. . > _ .' , "~ . \ -":. "~'i.".'." , .' .~. ",' :~' "'."';' _ .' '\:.'. I: ~:,~;' I '".'" ,,~. ""'~ ..~ ":'\"\;;- ~'i~.~:~~,\;':r,~' '" .. i il',:," ..:.:.. -\::. .,'..' , '1-" . -.'.. ", ,. -., i.'.:.,. ;'\f~"::' ,~:.:!,;.~~: > ~'~'.~:':. '.., :':.~': .'.''','1' " ~ I( l(~~l~ >< ~~''':l \ '. ill" r .Ji. f~I("~,~:, ': i"il:: ",;'\'\;.' ii j {:~ i,.'~: .: . ., .' _,:....'.. , . ,;,. J" .... J.:". , , _ _ '.'. . 1.C'~ .~r ~_. ... . ~ ,. . . , 1-::-1.: '".'.:," r~~~:: t;,." '" " :-..,.~:_,':~.,.',",~"J,' "I~,',;,_:~',..:;','"." j....':.., ",'," .'-: '. .,..',;::. - ~~, .-" :',,".:" .::;., - '. . _' ..' .: -<' '. ;..",'.,';~.: ,;".~'~' :-::"...} i ' ,: ' " . .... . ~;"" "" ~ . ;.~ ::: '.:, .;. ". : "., ': r;ll " ~. ,., ,.'.;;> ,.S,.:'.:': .... : ; ~: '., '. .':, ,",;. " ). i ):.:r-!..;:':?>'" "'.' '>'~.'::::':"'" .,,,~, .' :.~~('~:. ~ ,\>.; f:~~::H'(:.: ,~'/~~':'~.{::'. '. r0~1':::'":""i:>:'; :';',:,,' . U.::i,'~:<+,:' "" rt;f' l~l~' r'll;: f"..I'. ':':'.' (i:,:,:."" ',' hi ..... r:.:jt"~~.: ..., ~\'~~: I. . I I r' ...',,' '.', l;Y, '\-,,' .. "I, ,I," :,.' >l ,I,. ~..~~.~ r , i L .' .' 1:7..[. :V'I ~ ;, I . , .~. i,Z~.1' ;,:.)., I I ill'. ~~.J !'.:' ~ ,'" r' .1 , I.' ~ j I ..;:,. .'.:; " ..., .rt,'.,;: ~. ':.: . .-.' '.: " ^ i. ',' ,F',,::(;,." '.' '. -' "'.~ ...'. .::'. ,,' , ;d y,' "". .,,'~' ., " .'-- .,:. '(.' .r' ,,' ,:":1:/ ,}.!'l':i .:; '.. .'. -',' '. " .' . . ..- .." .,,,,.' " '. ,'. . '.. ': ~ ,.'- '.- ." :'-:-=, ;<:~: " ~nken~~::lJ.t., fJ;e",:",,;s(/Pit;;:}j)b,-.g, ,'>'$, ;,',,:,'r: ,.,.;; ,'.j:':.-'.: .. ,,: :,' ",'<.' "',..' ..'-';; "". c .:./j;:: " ." .;... .... ,",~ " e \:..: ,; :' ":<.(;,:,:':,.;~,~.'~;"'" ";.'; '. :/ ..'" '~;'" ~.~ " .... ):..\<:.:~ 'f'~:~~\,~~",::, . . ';,.,i" ,~/;'. ~ :' i-....::,. :', "":, 'i>'>;'" ,.,.. .' \.~. ;~" . , ",;:.:~ ~\":::;j,;1~1i\';'?'.' ~'<..' ,'.'''';'::'.1'' ;"" ':::-:',". ',: "",. ,', ~X>~';'f.~'H.\<"~' :,.',)\'/ .." ..~. ;t"','. .".; ~)/..~'.' . f;',:;,: '.. '. ~ .:. ",' ,.~. '/"'f\.~. .':,' ,'-'.. .:::...;~: ......j:'.(:, f: /....,.:. ;t\"~.5-:;.'~",..:'i . : i"~::':'.':? ., J~~..~1' ~::;;\'i"~" ..., ".::. :...... ~.~.~ :.:' L. ':.: .;'. .....,." .~; ~~.::.:,:-/" .' ,~ :' . :..,.. - .,1;:' ~ . ',-',~:-'" .'; .,~ .:' ,- .. ,,~'''7..'' ';'. '.., ....~~ ~~:;;~ ..:~. .',,'.... ...r;~":..\ ':, ': ~:. . ":' ',',',",:,'~""':"",~,',',"::',~~,,:;:/':-~' ::;::;::~'.. '," '" ,,'. - -' ~ . .'~~.~'>,;'/:' .::.':;\~ '.: :'i'.~ ;:~r~~ ~I~.:'t- .', .z..' .;: . '~'.:' ....:'~. .':; . . ". . '.. ....,: ',~ . '. . ,.. ,.'..1'. . ,.-, .~ .~: .~ '.; ..,.' ......." ( .- '.,'., ~ :, .,;.~. . ,'- .' .. . . ~ " . ;. :.~~t<:-::~\'-. . ,;.~:. '.."., ,....J;':... .;~; ,~.;>..'.' . i~' ::<~\;<;-.~ ..:.:,,' ,', ..'. ~ : .~:. (~~ ~> '\..1':'." .. ~. .. H ...,1'" . '. ':,.:,......":".:. . :\;.._. '.', :~~,~.c. .; ,,' ',' ",' ..;<: \~~:: ~~~.../::>: .........:':f: .:'. .:.' ':'.. ~ ,:_~~~,:~,:t,::~}~,i:,:.,,~.,:,~::.:: ,_.\" .... .:....:,}!'. '1'-,' : ~ ::: '.. A, .' ....~:\ :. ...... . ",' ,".: . ~ ":i'/ ... ,.' :... ,.' ...",.1:..." ..:' ........-: .'.;,). 'e::(" , ' .'." ,'. ":,' 'i" . ,.; ~ '."\':.:., ,,--, -..; ,. ,:' '" ...';.." ".:".":':, "'.' d. ~;-,: \~~:::.~;~i:~~~: ~;::\:_:, ". ~~.'., .... ":...' ".' ".' '..,"'.-. .' ,.:. .,....1... .~:- .' ".' ~, ' . ..... " ,0 " :; ~'tt.~'- .:'. ,>..:. "'.' ':.' " ":;.1.,. ..~.' ::. . .,.., ""'. " - . .' ~';~.... 'r.~<:;,:..:c,' . .. ~ .... . ., ". '. ;.,,- _',1 ::\. ,,~;':<. '.:' .'.--:.,. ;'-:' ';i..':,. .>-.. .' ~ '.< ...:./..~.':;.:.. "':'''',., " "':" ','," ::}. ':'.1".' ":'. ;,. '. "X.:..:.I.:' ..' "'. ", I"f. '.;.; :',.: '.'" ',...",. '-'" ".:,','. ' .,..;....'. ",' ,'.' -.:. !:".'. . . :..~.. ,-:::~<,> ::,,:". . .... '" " ..... ,,' "., '.: . "..: ',' '. '.' ~:".:: .' '. ~, ---.---- ":'.~' " .......'; '" :. ~'. : .... :': ~ r " , ......... . " . " ~".: .. . :~.; "; .....:::. .): J "':"". .,:';.. .::...\ . '''''''.''''. ...... '. ' :~~~.>-;':".,~" " '. ,'.' " , '.",' .,." .!' . ., "',- .~:~ ;:.;.~.~;<;::: " "\':i~:;;;~~,~~;';':/, ., . ;..:-,.; ,~':t..:. f .'. . ." . ".- . .": .'........ ,,' .-. ..".,. . . ,:,' :::r:;t~'?~:';'>','., .f..::::f ',' . _.,.. :'v"' '::',:" . ";. ;.::, ..: -:~. ;., ...':..:~~/:~.~: :-"<~. . '-"!" ...:.....1":.. .~ :. '" :.,.,. ....... ,;",:,:,\,:,,\,;.';.: .. },. >. ~..:" ~ ...., - - , ' :, ..,; ;,\~:: ;,. . ~. ~: . 'j :. :, . h';,~rl . .~.~ , ,,_.., " ";:"~..' ,. .;. :,.. ...... ":"',' .,: , " ,..' ,. '.;~~.:;. '::'1' '.-. , , " ' .';':'. , "DateRe,6~iV~d: ," . ~". ~i4:-i-42~Or.: ';:" ...., ',J. ,.... Qtiglnal s.~6mitta! " " " ....... ...... ,,:"' '- ".". , " ]?o~naationErigi~~~ring; Inc~' ...... '.'" ";". Proie,ssio,!.al . .G~'ocechn!ail . .:Servjce~. . .;..' '. ..~'. '! " ....,.. :,j '.f ~ .~~ , , '. " L " '.... DISTINCTION B'ErwttNFlEL[)'LOGS AND FINAl LOGS .. . ,',' .,..' ," .'" " ."' ..., '.'.-- .. .'...,'. ... ',<,," ., . .. ..A...fie{d....tpg. i~:',: ~epOre.d. f~. e.~c~ ):Kiring. .~'(':tes(pi~:..~ :ou~.' 'fi.el~" ~ep'~~$~n~~:. .::The "log :co~tflins, i,~io~ci~: c~rice~nihg,.... ."sonipl.in~i. 'dep'~~ .:arid .the' "P~~~r"!q~.of ~a~o~s ~t~da!s..' ~~~h ..~~ ,:g~~el~':'~9~bl~;., ~nd .fiJV .oryd,.':ot?s~'rv~tiC;;n~ 'qi::g~uii.d .water. ., '. ." ..',." , ' .' .. " .... " "'.:' ,-:', . - . ':, . ft, a.t.so ,"co,ntains., 'o~ir )nteipretotion....o~~th~'.. ~oft. cortc:f.itiO~.: between; somples~_' ~ :The:' flryal:, i<;>gs presen~~ ,in','. th~::.'i:-e'p'ort . .:. . . . r:.~~re~e~t.. OU~ .!.n~.~~~~tatft?n. .ot":~~: '~~~t~n~. .'?f..:.th~ .:f1~d' 'l~~..'~~. '~he:. .r~~~s:: 'of the ,,!qJi~rat~.exomi.ncrt!on.s.:: a'~d'" i~ts. .. ", " . Our: .'recomrrlendotionS' or~. J)ose:cJ : on" the: 'c:onteri~ . of., '\he final': 'Jogs 'Pl1d,: Ui~ ..i.nforrnotior'! contained' therej~.:and. nol Q'n . . ,thefield !ogs,:._'. ...c.:.._.,~,.-"...' ';.!. ~. -1, , " ,_.F. -,-\ ;-"1 .'-! -.] ". . .,' " , ':-,-" .,~};. .1' I _:1 " , _1 .-.j , '1: .,....J, .'-i" . I" .. i. ',.-,1. ,.... -r I ..".1' 'I . -" - , , ' . , :,'. . , ' , ,', ..-,.,...---.-- .'~' '. " . ,'..,. ___..: ~"",_-:-;~:-:-~~--:-T--';.....,..,,,.h '''''; . . VARIATION, :,NSOILSBETWEEN .'p' .... PITS AND . BORINGS' . , " 1, ' ~ ,. .: : The :fin61 :10g' on:d~.:rekrted""liif6m,atio~" ~e'picl ."s'ubsurfoge::eonditiOns '.ontY at, ::the .sPeCific:'ioc~. and, :.OQ' :tlu~: dote:,.ind.icc.t~d_ .,' . '," "', ' '. .. " ,', .... ': :'"' " ,': ,."., ","",' ", "','.': "',' --,' , . :. Those, using: the 'inform,ation .,co:nt~ined":.h~r:ein' . should . ~ ','ow~re' :til<Jt:; soil.;,concfrliciO$.at .'other ol~tlonS'~o(on 'other>.'dat~~. . . .';"ay;cti~~.lIIit~alfoundatior;~r:.s~bgrode' 6,ria.ti~hss~~ldb~c""fiim~4't;Y~S,dU.rin9~Onstru~ti;;n;.' '. . .... ;'. . .,,' ..'JRANSITI()'N~' BETwEEN ,solf<6R'ROCK1YPES' . " ' '" . . '"":"', ' ':""':',' , " . "''''''' ' ,. " ' , '" ' ",' "Th'e:. (in~ "d~ignriting' ttut' iQterlaci: 'Detwee.~ .-'s,?~I~: .fill'.'or. r-#" .o'n ..tfi~" '1jria!;', ,~~. arid o~.' .sUbs~liO~. p'ro~~s~"p~~ent~d.'..i.n 'Jhe, ,;,;'f~~~~f;2t1~[i~te:~~Rt;~r~::~~~X~~j,~;:~:~~~.,:~:o:~~m~e:~~rn:db,~~n:'." ,', ,- ":'.:'i. " ,:.:.' ".\ SAMPLE,OR "It:~(SYMBOLS ";." ..... ;.- '1. J,: t, '-~~~:, ot.~'~,\d,-,~r,'.p, it.', N,'u,~,'m~~r,: " "', ':~I'~l~~~~~q~u;~~~I~(SPlit;~P~~) , "'~C ::-:- .~o~;',~~~:mipl~".;,..,>: :"'.' - " '. , ~ p p p ., pCS' .:',:Corti~~oU~~"~.f~~e. . ..... ....':"...,...,. ':. , ReeoY7red- POrtion ~' '- - ., ~ ", ".,..".. ,',' .: ., ',,:',.' J..:'. St9ndord "Penetf~on, Test, 'Reslstance,"'equals :th~:':~mber.'::". ' " ::'~~v:r:,:~:m(l:rge -:ofblo~~l40.lb:jreight falling30in.i$r~ujredto d;;;"e" c'- "',~,:,:,._ i" ,.~~:~n:~c~:~: !~~;:~~i') .;~::1~;J~;~~nbl:rp~~~~_,oi~~~~;~~~~~9~" r -UNi~~ - ~OIL wSSJACA.1l0NSYMBOLS - " (AElD SHEAR, S1REN~ :rEST' '" , G - Grovel . . w-- Well Graded .. I s~e~r'.-strengtti measurements 'on test pit si~e i;' ,'see :S~,"d '; P'-:'PooriyG,,?~ed [' wall",. blocks of soil, or Shelby tube saniples I:,' . M ;-:-,:"Slft;' : .' .- ,L. ,~.: L~w }~la~C:I.o/ . ore typically made willi Torvane' or ppcket . ..., " , , c"..... ,Clay , <' H :~_ High, PI,oSticity.. .' _ ,penetrometer devices; ,,' ; " " , ' ' '.\ :pt.:......~~t. '",;';O"""::9rgon!c:~'..:,' ". "C' , ' " ,,{ , . F ( . I ~, .'f ' , , I ...1 .~~ ;WATERJA6li: .:Woter'Tobie ~q~ " "1 ',' . "". 1 .1YPI6AL'soILi~60!SS'YM!3(>l.S . : ~;. ,~Qn"d . , .~.C!ay...... ~; 'Basalt lilt Silt > , " . ~ ~'. ~.~ .~~.~~ ' , :'I:'.si/~~~~e' i'.;;L 'I:" .., (i/3\)lJO)' Dot~ .of Meas~rem~nt -:'. '~ " , ,'.. Piez~met~r 'Tip:'Loc9tlon '.~if u~ed) I " .", ~' -' , ._---~ ,'",;. '. .',' " , j' ,. j.. . , . .' . .' .,'. . s. .;€l.Wll@AlI0N '~N~J,BS~l!lii~INC,:. IItI f'l\vr~.JNAL" GEOn:camO'AL,S:ERV1GE:S ,.' " . '. .' . .. ,. SYMBOL KEY .. .., BORJNGANDTESTC~1: ~.~~sved:" , :-4':J~'JM" . ' -:-:l. ---. ,'~' 1 :)' " =' " ., .':...'" '.', ,: ,",' eiO '!l1' CORN~l(-':VEKTJI' '. . ;CORVciJs.. OR."~16l7 ~tlS" (6.h.l,.7~7~~' ;'iJ.,(4t).'157"'7~. ~ , O~;"'inr;1 SUbmiU"!: "1 "1' I." ~ ... :'( "" ,.: ( " !:. , ' . . Explanatiqn . r'FTe'd'd!mtjfi~~~n '. ,SPT.c<>~:s~:st~i~~Term '-:ranUlar~~}. "I:'.[os",/ penetroted,'severol inches' . 0.,1 '<a"25'Ve.ry....Soft .. '0. '..; 4, Ve,ry' "",to. o. se,t byfi~ .' ..' .... .. .. I, I' Eosily'penetrated several inches' ..24 .j'a.12s.:-a,25"Sbft:.':, ,.' ,.'S'c:: 10.:' ',:Loo,se'. I . .'<bv . thumb.. . .' '".' ". :,':'.,:. .:": . ""~ 1.,:'Con_becpen~tiated. ,."s.ev.. :erOI._.incheS~':cl'-'-5:::::'-:8'~IO.C25";O'5a'I':Medium'cStiff"1 ~n"':: -30"-+M~dlur;\';"':+-? I' .:' " ; by: thumb wlth"moderote, ,effort", ' ", " ....,,' '.,' . '(Firm) ", '<,', ".;"Dense ',: " : , , ,,),....Readil.y indented .~Y'thum. b:.but,.',,",I'.:9."::lS"'a:50:i.1.0Is.tifti ' '. '.1 ,31, ~'50 I:'" Dense: ':':0 .' penetroted ,0nIY...\I'ith great effort,,,, '"",',, '," -, ,: '" : " ',<' ,II ~~:~tdin:~~te~f:'iu~~u:i"ail:: ..... :16~:30, I ~ .~.c~'~11 ',ver;St~ ...'11..... .>sa' "......1 Ye">' Dense I.' ( ,'thumbnail." ._':":':":".c_~r,31:6p,:>,2,O,':H,(]r~ ,', ,." ';;,;J,. " .. ":.~'. :Unqrpined'she~'r: *en"9try. "f ,- . . ;' '. 'ofComrnon .term'S Used'm Soil', Descriptions .., ! ' i i, I r 1'" ,(I. . . I (.." i;" i I:' :I . . "." , ;. I ! r'Term':<j: '.. S6il 'MOlstu~efreld~ptlon' ,"I. I.', '.Dry 'A!>sericeof moi~ure: 'Dusty, D,yto,the,toucllO, ," . ". '1' "1 . I Dainp' Soil hasrnoisture".cohesive :soils' ore ~Iowplostii: )iil1it i:mifusua,llymoldable:, .' ; I '", 1"MoistG<djnSft;apPateor,daik~l1e?l; ,::~j I~() it:vis,ible ' water.' ,~iltjclaY, will chimp; , $and' will 'bulk. " ',Soils, ' , r" "a'reo en "or near' pa",c 1m ,'" " ," , ,'", JI 1 L ~~t . :Y1sible . wOter':.on'. ;lcIige'r '>gr~i~,~.u"rlcic~s. ..': ~ri~..'~ari:d..:.~~'t1,esi~rik~s:s ~ilt. .'~x.hibtt= ,dfl.atoncy;:'. ........ "', 'I', r, ' ,'C6hesivesilticl6ycari,be ;i'eadilyremO,lded:, ',Soil"eav~; wetries~ol1ttie ha'nd:wtieri,': .'. , , sque'ezed,'WetO'.'i[ldicajes.ti1Crl tlie.' soil is 'wetter tharithe optimUm moistUre content and, ',1' , ,~::; ,..abo~e:thePI(]stic,JifTTil '.." ,,',. :" '/"'1 "..;... ".,", ,".' " B'O ".', ".. .,'" 'r,,-T~-___:Pl . ...... "'f>I~sticit)',}j~ld, TeS( ". ,,' ",.1,.: . "Nonplastic. '0"'3., ,'Cdnnot'be..rolled,into:,o .ll)reod;.,, ,"" . 1,,'L6wPlastjCity3~t'15' . "Con be. rolled into <:H1>niad;'with some ,diffic~Jty, . .. . " '. I Medium pJostlcitylS'" :30.1, Easii)<: rolled intO lh~ead; , . ",~.Hi9h. Plasticity....... . >.30:J.~_d.:.ilyr~I!~d andrerOlledI~tot~.~ead.:' " I i-. I:"' , I " [, .i .,1'" " I:, I I. I 1 I ! 'f "',:-:-;,." ..... I,' ',', ,,)) ". '. ." '. ""',..,- .....,. '.' ',:, ; ". .' I' i: . I, I' --,_.,- Ue~ r'Soil.Stiuct~;'eCiiteiia. ~ I", s, ir.:crti,. ",'fie",.,d.. . '. ,I,,, Alternating 1.,yersati'easI1.inch .' th.ick -'-,descriti"v,ariirtion, .' .1," ;..t.a,',' ~i~i:rl:e...,~ ".... :1:Nt~riiatln,g'.::IPye.r1?: .'"at :,ess'. than 1 . inch'.t.hick::-:-.' :Q~cribe :varycrtkin. ".::, I.... 'Fissured' . ' Contains .shears' '~na pO'rl:ings' , ". oI6rg")'Qn~~:'-9f . ~eakness'. jSiickensides. Pa,ru.n~~ .ap~earglossy ,orstf;ated: .~ '-lIi "SJ,?'?l9' '. !. 8r~a~~".!nto::"I~'mp',9:'~. 'crumbly.. I". Lensed .' . I Contains ,pockets ,'of ,different soils. ... l I' -:- 9Escnbe vo~io.ti,?n:.',' ..~ - ", .' ." ". . .,' "'. c.:" 'Date Received: : , --;;t; 10 12007 [::~ -'Son' .96mentation Crit;ri~-l~ ," Wea,k 'Breaks 'under light 'finger, 'I pressure. 'l,ldodefiite I Breoks'lmde(pcirdfin9<;r .. . ;. 'Ii'l!lrang_,. ~~;;:.,br<;dk willi, finger J 'I, ":','",' "~,- , " ( , ' i I", : j ,I. ,...., , i or I I';' ! '". ,," , .: ~. .\ .. . .. . QrininalSubmittal' ',: ....?OMt-40N TEAMS ... . ..' .S.oll DESCRIPTIO,NS j.1Ili ~g~~r~~E~~~l~I~R~~.: . " ,"... ,,~.~::~I'=~::" 9~ (~1-) 'Ui7.-i&4i" ~J.X (~,i) 7.<<57':'7660.' . ,f _J ,__ i i I : )1 i' L:,: Ii, ,,,I,: -"'I'. II ,t.' -'I I: , I, ..' ../. " ! I- I h ,~ ,.., ! '-'r:. ll',' , . "':"'1 i .:;!' -: F -.J -.1: , I' -- I , ',~ . ~: r ! 1 -.} '11 \.1' 1,. f.. f ,.), , I , .J.. .: , i i 'I", ...L.:.......:;... ::,,'".: ""I'':'''' i I ~~1' I, i ...;..;.,:....,.---,..:~'. ",,'. , " .~~mm'e.nts., . :,' '" ,,' . '~ .:J!., 0. 0" : 1-, :' 2-' 3- ,4~,: '-::",:'.i-~,-'''c5::~'''-:' ~_' S-1'2 '".:.\ ;\.: "'... ,:. '. .".,. .". '.' '~i? ~r~und ~at~r.infiWa~ion,\ . " ", [?, " ',;P:~~~!~~~N.~:: .'~!:. . ,"' "', " '.: Soifaee"EleVa(ion: Y, ", -;" ". </::. ',' ',-.,. ,B', . . '0. E '. ~ " S.1'1.... -:.:, ..: '.:~ 9- '10-::' ,S,1'3 '."", -,., '" .." .-,' 42"flfef1\Arpr(;)(-) . 11~',,; ,I... . ':,', .' 'D~ieorTe.{ pi(: :N~~embei2i,2001 .' ':'" ..',.......... ': r...:.:..:..... ,;": -', ":' . :: ".' t. ~; ~: .,~... .' ~: ;20.11"1'33',' .".. , <.;.: -:: . :Cci~.~~~~.:. ".'. ", ',':.: ,,. N~.'.~r~u~d wa.~,er i~rilt~tj~n:.:" :Proj~ct'.N.o.: .". . ,. ' Surlaee Elevation: :'.: .:" D~te 'ofTes't'Pif, ,2011133' .... .~ ' : "'.:- ':"A ..'~ '. '~,' '.::i.... ",'.' .1-" , '2-": , 3"' ,,6-' , 7-, , B- ' : , 9- 10'-, '..<.' ,11- 428 feet (Approx ) NoVe'rriber 27, 2001 ';', ....t. .....:. " :~"~ .' ..' '. .en,. .,...... .;, " . '1...,. "0' t c: >0' ';g:. en .,. :: .y ", .3 U" , '.'" 5'2,1 -,.:.,' ,.,:.-". F' '-, S'~-2'~.' '5,' .S'2-3' . .,., "r: '. ?,; .' 2' .~ " ~ '. ~ " '~ n' .~: ,. .0 .,'., . , '. :~.' 'C: ~'r.'. ,.' .),..' . " .aL: . ,~, ~ ';0 . . "'. . ,'. .. 'Soi! and R~ck ~~~~~iPt.i?~:' '. . ~. ""''"v'ROOTS.od: ,', ':""" -, """,::, "",,',',: .. " , , , !P? ~,~edjJ.f1i;sti~,t;~ijf(SlLT7triCe fine~~~'i',~a~r~ ro6t~;broYv:;;; .', 'Q -:. ~oj~.t.; l,?:w p!~~~icity,.blockY,,(W~lIa~~t.te ~jln ". .". ' .: , " , 0,3' ': " ':..{' 1 ~"-,,, . ~ ~...i;~,.,.;;.,;",-."""",~~,o 0 " .:', . medium sand, (alluvium). ,. '. . ,'.' " ':.' .., ,..,~.::,.. .--1 .. " :", .. (~: :-D:iis~~sa'nd>G~VELAhD' ~bB~Ei; brO~'dam~:'~~~-~' . ~::~~~ "~~fU~i~'~):~'; .su~r~~nded to'ro~ryd~~ .cob,b.le~:,~.p to'~~:lnche~, . ':iiO'rTOM OFTEST PIT . . " ' " .. ..... '.' .,;. .,; :..'. . ~; " .t..,." ,'::. 'f:' , " ..:". '. ,,' '. ~. .J.' . , '. ' Te~t Pit Log,: ,;rp: 1, '..,' ", . ,t'" ",'" 'Pa<;ifi~S~urce:Facility: , '. '.:".'.' .'. ~." ,~pringr.~iCl;O!~gp~; ..: .....". " ;'.' ). ,,-' ;', .' :E' . , ~.:~: . ',E.. ..,.t: " ., '. ''. ",'. ,- 2','," . '.'~, .. ,', " ,',"" ' '" ,,' ':::l;,.:., ... '.~ . '.' <.d ~..,. l' :::;-, ,...::::~~. ~~If:,~!1:d'.~6c..k .~~S..~~i~~~~n: ,,\ , ." .,,'-,"- ROOTS, sod, "',.'" . '. . f: Medium sW SILT; trace finesand, sCattered rootS; brown. damp , '1 l to mOIst; low'plasticity, blocky, (Willamette Silt). . I ' " " ~:.' . . . .,'. . 0,~5 'I ': "." .... '" ." ,'. .' "" - ~ . . ~~ef'" .' .1.o6Sejo"me(jfum~e"Ose;SANrflight Dfbwn::da~~'frne i; . ..:..:..'~,~t~.. ~:, :rned!ul:n's~'~~,:, rall~iyrri):. _; . .' 't. '. "':,: ,'",'.' . . '. , ,:""; ;., :;'':..... ,'. .." ....,..;.>. '....';.. ''':', , . .~:,:.'";'.,,:..:. ~'~- . ,.:~~rf{i:.. .';.'~' ,.; '..i/. '.,.". " ' Te~t Pit Log; TP,~ 2 " Date Recei\ied: lL:.C7r1 '. ..;7:. :-.?I(7 ," , J " , , . ' , PacificSource Facility '2'""7 u..; , Springii~ld.6regon-"'e:"~"YC'u:' bMI't(-'al ': .' . .'. ' " '.l~..f ~ . "'.. '.,"-;'. ",' '<' I ! '," r: I i:': i'.' i , ,i" ", '..' ,! ',' 'j, " '2,,: '''~'' ,F. Comments. . ',;, ,.:.,. "'.', " .' .::~:;. '..!,:. ..,;.e..... .~:. c:' ":'.1.',' ';'SI;4,1 ,'2'" ,3, . '4" 5' 6, 7-." 8' 9" 10- 11' ',1 .Sur/aceffevation: 'A29J"et(Appi?X,)'" '.'.,., , , " i.. I , i " , " .,----,--_.. .._..;~:..,-~.-....:..::.:......,.',_.;.......,. .',".',. i , ' i " .:.. I I' , . Nb:~gro'~rid w~'te(!,ri~l~~ation:" .:,. ,l:. .t,' "0', I I I .~. . " I I.t': ", .~..; ," p'~o}ect No::- " .2q1118~,. .,: '5- " ,,' , 6"; '7,,;.... 8" . ,9-. . 1~,:; .1:1'" , . ,.".' ~, .~. 1i ,0 ; 1-' 4' . I I SurfaceEI';vation:428 feet '(Approx.) .,..-. D~'te of TesiPif NOl,iembeh7,)o.o.1 .' ,,,' I' i '.. ~'..' '" t. .,,' .;. '" . . ' , ':::9i?~~~h~:j"'. . I . I . ';.' ,,' ,'. . " .,. . . .,'.' . , 'N6'g(;Und~terik;i1~atiii :. . '.' ". .... c. .~. . .V'- ProieciNo~:,: .' .... '20.11133' . D~te ofTes(Pj~: November 27, ?Oo.1 .. ". . c" ..tl ... .c .,t ~. ~.' Ul ..... :.:5' .~. .3 'u ~. . "'Iit .' , 'Q.... ~. ~. ..:",.,' --,----- , . ,', ."l" " "'., .' Q.." , ,E " . 'fl, "'01:, " ,Q.'.. F:, ,~ .~..::,~' '." ... ':. ';" ;IT ,'.~/' "F .~'., . " ',3. ..'" , , '.., ....;: , \C., ;:\01 ~ u' , ;-0, o 'E" . " . :So.n cind,,~o'c,k. De~c~iptio.ri,. ;.' ,: :6,25, .';\;""'LRQ9Tii,'!Qd,_ _' -0,_ _ _ _ _ _ _ _, _ _ _ _ ~U Medium stIff SILT, some fine sand, scattered roots, brown, moist, 1 ' ,~ow plastiCIty, roots, (Wlllamette-Silt) , _ <' , , I . " '_ io~e':SANQ; right:b'row~,ciam'P;on;6iSt, fine ~o;,meciiuni~sa;d. . .-...~., '<((a,IIuviumf:,' ',... '. . n' .. . ~~,~:_~ DUh:?U :~;;_, ,;'. .:. :'..~~:~-~ :.~ " "". ;....,/;:;: " ,'.<' ,. "" -"~-::-:"""""'--."'--:--"'~"..-:-:-;-'C- --.-. .',. '.,.".-.., '...:..~~. .- '':'-:'::<~::':' ";.,' ," ','; .... !,\~;:<(~,:~ _,,~~..:'. -:~"~"'_ ',~:":":":':~:-';:":"::"':'......:.;. ,L",:,: ,.:.... .:....~ _: '.' ~t?~t ,',[)en~e,':sarid'iGRAV.Et ANq,~.08BLES,;J:5r~~~',~da&ip, fine t.o '!.-',.-}~:;c,~a~se ~an~:ro~~ded .cobbles'uo to.":l:6:inches.':lal!uviumt . . BOTTOM OS,TEST PIT", ." ; . '" ~ .':' ... ,,, :';,." ;, .~.. 'Testf>itLqg:'rp..3. ...Pacific$otirce ,FaciIJ~.. ';," ", .":~ :,."t, '. :Spdngf~ld: Orego~ .....",: '.,:.,.. ~, '.Ul" '..~' . ..0-:' .. ~ E . ">, . en:' :i ,', ,'.' ; '.~, ': . .,.: ", ';:: .. '. ~'," ~: ~o.ir:~n~',R,oc:~}5~~c~~ptI6,~:.' :0,5 L.'S:~l'Q9Tii:~di,j~~ _ ~:,-;:.::~_ _ ~_ ~ :[. r .'Medium stiff,!os.tiff:SILT-; brown{moist,;Iow.plasticitY"blocky':,:. {Wj!J,ame~e."Silt)'.".. ,:: ~.'. .... ',> :'..'..;;'.' -<.'. .~:.., ': .~: : ". ' :..: :.; " ~'. '. .~ . " -. ..':, '..,">; ',"','.. - - '~'-'~',""" -'-, ....."".-..~,~ ,- -.',....... ~?ci~~,~~NQ;:lig.llLb.r<?Wfl, mo!st, .fi~e:to'm.e~jum sand;' (aUuviunI'J: ./.:', , ','. . ~! , : .~ ,',. " ."" ";'" Dense,s~n'dY':..:G~v'EL~N&COBBlEs;~ov;n,i.~i to" m;;st,. '. '~~et.9.~.oarse sa!1,~,:~o~~ged'c~b,br~s"up tOj;~.in.che~;..'. . i@.l1uvlum). .... :'. '.', ." ,,':' "'.' ':.', BUJ(OM OF JEST PIT . '( .... . Tesi PilLog; TP- 4 . , Pacif;tSourceFacilily ',' <,,' , . . -'.. .. DateR~c:eived: >*:2012007 , Ai ~I:l . . ," . , S... priQ...,g.fi,eid,. 0" r,eg, 0.. nt" h-II.~1 ' 'r'I~:;~!.~Q '~~;l "Hi '~'~'" " " I' Ii ..'. j' I I' 1 I " "'1 " : !', r, , . I I i , i , [' " .,,' Comm'en-~ ":,. i I '.' . ", . ;.: . '. ',' . . . ". .".. . .Noi~io~nd ~~.te~. i~~ltr~(iori.:. . . .,.,' ~.. ...' ; I'. " I I ",' .' ...... ....' . " , . . Pr6j~ct No.:' I r, ). : Oate:o(-r:~'s( Pit:: >' ".,'. 1':':; I I I I "'.- . ,:' '~,' .,,: 'f"< ,"'. .r' .:.... " .:."' 2011133' .:,,' , . .Il:' ",ii-, ,;' . c.:. <ti: '<1, SH-S'1 ,2' ,3- , 4,.' ":Se',: '.- ,6'," ..' " ",". ':7,' 8-.,' '9,,;, 10". 11'" f'lqv~nibe;{27,20d1 . ", ."' ,"",,"',,":' ..'.:.',.. : :c;o~~~ei:Jts :" .....,'.. ". --.' ':".:' . -. ." ", . ,No' ground water,ii1fi"tt'ra"ticin. ." "'., -", ,", ..,' . , ..: " I' I .': : ,Project ~o.;: 20.11133 " -, .' ,u. . . .'. :IL'" . &"' .0. '. .c~' " 'i-..:.'..:"' ':a ,;,>~".. .'..II'l::. ..~ . 1.': '2',' 3.- 4:' ,'SOs" 5- ' S'$,2 ,6- ' ':S,6:3 7- , " .". . B', ;'~." 10-.. : 11' , I f"' Date ~f..Jesi.Pit:' , . SUrface,o/evation: '428 feet'(Appro",) ,,", November27,2001" " ." .' .' 5" " "., " 'j: .;, 1'; , 0' . ;tl,' "E. o > ~ ~ o . o . oJ (3. '...'. . , ....": ~ ',' .. . (. .:"':' o ~:. '. 0, .~ .'0. ., '.E. > " 'r;' :.' .(3: .' '..'. . .... '. =' ,,', :0' . ,. . .~ '~': ~ '.:, . " ,,' " . . ~ :c; ..... '~ ...,.. . ..,.',!.' :'.:.:'~.. 'Ai's,' '. '.::ro,.. ,'1-:: . ",0 ~. , 0' .'.&;' ~ . .', .' . ..' ~. . . . , . . S.oil,~rid.Ro,c~:Pes"Cril?t~on'.. 'b:s '"'<-,,~ BO.9T~.~~,':; ':""'. ~ -" ,,{ ~ . .:. .:.,,,,' _ _ _ . I . ,M~diurri.stlff$ILT; bro~n; mqisl;,l.ow plasticity.,'blo~k'y.. ,(WiUamet!eSllt), ", , .., '.' ' ',- '-' ., " ..... . '. . .'.... .',' .' " . ," '., ~:. ' , .'..'... . . ' . to~e~iND;j[~hi'brow~- mc;j~tfi~',~'~niediu~ ~nd;"(,~uYkJm): ',', "',' ....;'.--."... .... ". '. .', <,..,.,.'..~,. '. '.,:~::. .::'... -, .....,'. .,.,.... [}/ri-{.~. .....;c. "~ .... ':".<: ,.'. ~ . . .... :' ."..~.\./.: . .<,.....;,c....:.~:_.,.....,.;..,.. ..:....;'-:-..:..... .;:.:.:'....;...:......"L.,........._..~<-:.._..,,3 _....::..._ " WiG:. ,Densei,.sandy, GRAVEL AND'.COBB~S;.broWrii,da,rnp:to m~ist. ::. .':: .... ',' \firi,e.t~ co~rse s,and; iounge~:c6b~l.e~::~~ t~i6' iifc.hes; '. .::.:,': . ...:.talluVluml., "',:,' '.:.,:_.' .......'.,:,..., _' .....J '80TIOM OF TESTPIT:C '. ."\'.' ..'.. E: :<.... ',' -Tesl!"ifLog:TP. 5 ~ . .'.-'.' ..i ..., " .. .' , , ''PacificSource Facility, ')" ",.'...;. '.'.... .: ..;,'.--. ';, ',SpHngfield;,OregqH " ".~ ..;'.' ';" .,. ';u. .<~'~..-:" . 0.:' "f' > 'W' .' '" "'. "~':S9i1,anc(Rock 'Desc:'riptlon . .': ' . ',' .' .'\:;'.'"....,-...."... '.:'" :-:':"~ Bo.9T~,~od,:i ,::,.,,-,-,'.:.,' ~ '-....: '::"'_, _'_ __ :-' ~Me:djum:s~jff SILTiscatterea ,roots;' broWn;'wet; low'plasticity. :RI?<?l:<Y;,:CNilla~ett.~ Si.Jt~.:' -". . . .' -. .~, , ,I '.; t " 1 ;', ,'. .. '. . , . . . .. '~'" '. : : . . ,: ~;.;. '- '-"- ::.,.,,~ ~ -~-'.:...,,,, ,~' ,~- ~::., +'4:W>c'~e,silty.SAND:li9htb\O~; d~r(1pilo!^,prasticity silt"fine :,' " , ;;~~~:~se~~:~::~~VE~ ANic~~~E~,~m~s~ ~7own,;'~~ ' 'j,':;r:.tii:: . to'.mol.st,,Iow pl.astj~ity silt,subrounded' tb r.oun~ed'c.obbles:up' to .- \tB'inches...{alluviiJm\,.... ..... "'. ::-....'. ~.. ':'.:.' .... ....../ BOTTOM OF TEST PIT' .' .~. ,,' .'1 ..,' , " TeslP.it Log:-TP'6' . , .. , .D~t,e Received: '#,-:1.01 2007 " ""1 n"~if\a: Submittal I I' ,i,. , " , r, ; I :..-:" .'l' I'" , , I I; . Com"rrients. ",,;." ....No..gro.u.nd.,wciie.r jnfi.ltr~tiOr'. I: J'" r r " .;':., I ,r I I j; I " I' .' .. '" Pt~j~c:f No,.: " [-.' . ~:url~~ .Elevation: ,D'ate' of Test Pit: ".:' .',' ':.' ( I I " ' " I " I ,,' ,",' no, -.' 20111~3, . . "u.." ..{ . . c.' - . ", E, . . ,,-, , 2": '" ::;,.1':": SH.7',1 . ',,5='" . ,;.' '......: ,'.-,.:," ,... " ,429feel(Approx.) . ,",,' .',,'. 3- .i: 4-" ,,6"' 7." ,'8' , ,'fi.' 1tr- t1;' ',' "Novembe~ 2i;~~,()91.", ". .. ,. " . " ," . '. ~'" '.c.ommentS" "'. :.N~' g~oun6 ~~t~r. j~fi.ltr~ikl~,. I ;' Project No.:" . , ,. . . S~rfac~ Elev~tion-:'.~' 6~te of Te~t.'Pit: 20'1113,3 '.' ", '" . . . .' ". , , 428 feet (Approi) ".,;. ,1- .. ';2" ': S"8',1 .~':.:.. '~ "zi. ..ft-.. 3" S:S'Z ';'4- ' '5::' "6- 7": ,""8' llr 1;- ..;, , , 9" , ' . . - . ... No~einber27, 2001 .,." - . " 'E . - .. "":0.. ~ It ,- .'..'. :.:: 'u: :c. E i ,'a ~ ~ < ,f " . ~ .. ~ E ~ ",Ill. . . :. :U" .,' ..., '. ,; , . ,~ '. . ,~, Soi! a,ii,d: ~oc:k 'bes.-c~ipt.i.o!'1'" I " ~.' ...c E, ' ,> ' '. " - ~ 'o~ , ,'....\,;.''"' ROOTS'.sod:", ' ":', ',":,'.':' "" '" ,', " . - . ~:. j : :'Medi~m~.stif(to siiff SfLT~s'caitered ioots;. iJro~n, moiSt t;wet, .0:5," 1 ','Iowpiaslicily.' blockY; (Willal11eite'Snt),' , ,'.. .,"'..'.., ~J I ..'.' .', . , L~~(S~~~i]~~t b~,V:"~. da.~~:fi~ t~m~d,ium"S~~d;:>:' -' .. (allUVium), """",'" ""." ,',. , '. I D~rise~saridfGRA ~LA~DC6BBLEs;.b;o;n:'damp,tirieTo . edium'saiid. roui1ded:cobbles.uo'to':f:6:iriche's. (alluvium):. .: ,I ',BOTIOMOFTEST PIT :',. 1 .,:.:-. , ',i :-" r :'.1' " , . . ....,'.-. ',. . , . . , .. ',' " . Test,pi(L<ig:TP-7 ....'.,. " :<. ....',.. . I .' .. ... . P~citicSoJrce Fa,ciulY .' ~p'ring!i~I!i; .oregon'. . .'1' ....... , .' ,;, .' +:. ...~.. .;:': , , " 'I' .v' " J'. ''0' . '.' ".E' , > ;'",.' 'U,:':- <'~<. .0.:'. ): .,.'".. , ..,.. , ::~ol!'--'(nd~.R?~.~',D~s.cr~~jtj~n '.' '" ."i.it'" ROOTS sod"', " ,,'" ',.',......: ,:" ,..,',," ,,"" .. ~;65 Ii .'. . [ 'stiifSlIr ;Sc~e'redTo~iS..: br~,,;;'oist.IOw Pla;jicit1, biOcl.'y, ~ [.,; "'[.....;r'(Y!IillametteSil\t,""" ,'. ":; '." . ". ',. ',J.' " .;' ,~>;:JY'~ :Lop~.,t~m~qjUl!'.:~'~~,~~;AND.,.:S?~e:.srrt: .,rght br.ciwn.';Ba,mp, 7 ; , .......... .... ~I ~~1~~~:~;y:;~r;;~&~;~rfS, ;;m~. sut; browri,,~oi~r . ,~...;.-{iS" fine.to ,C;:9,ar.s~sand;..r,?u.~ded ~bbr~s .up'gf:f:8mthes, _... -,... '. ;' . .>..\{alluv;"m).'''','"',,,.'';''','''''' ' ,', ."''',', , 'EjOlr()MDFT~S,TPIF ", " ..(. ..) 'j .-..! ", :\,' . ',' I r ~ ' " , Test Pit Log; TP'8. PacificSou tee Faci'tity', , . Springfield; Oregon.. Date Received: . :4~to,/ 2007 . .,1' I Clrll'lln!}lsubmlttal .~' :' " '. r l' , I.' " 1 T i .i. ./ C'omments 1 I i'" , "". I . ~. ". " " I. I. ' :.:. :~? g'ro~nd water inti\tr~ti~n:>' "g..,: i.1re '1.~~ .: .':i.' "I'. " " ".: '.. I' .~ " I': . ProjeclNci,:2.o1:.1.133 . Sur!i.ceElevation: ",426'1eel (Ap~;bx:T .' . ',.!. ' .,~:: . ,. . .' ^ .'. ." ,Date.ofTest Pii:'N9~(lrTl~er27, 2.oq1 I I " i .' .~. , '; '. '", [.... . '. ~ :.~': '. ~~: ....'conini;mh;. ' ',; .'1 , ....~.: 2':' ;f;. ".' , 3", ,'4", I ~, 6' , ~ '.7-,' Ni:i.g~ou.nd V'/afer' infi!tr~ti..on'i~" .8-. ,',' ,g..,' 1i)c' "-, I I. : PiojectN6.: ,2.011133 .' .' . ..'.' Surfd~e Elevation: . . ..~'. . 249 f~el(Approx) Date of Test '~it: Noverriber,27, 2q01 I i . ' , .' ~ '.,r' ':2' Q, 1- 2-', 3' ,4, '5<" '6; 7-, 'a' . ,-: ';0 . 'D ,a E {i < .'>- '. ~' W ... ~ .' "Q." .~ ,. .' W D' E . i ... E, . , :0 U , >' 'W ~ Ul',: .1 ";' . :15;."' E ,. "IIl' ,,' .< ,,<,2' ,;; .' o ~ . ~..,' ...... -c "<E' '.:; .~; . .' .' 'iJ '/'.. ~" . ." ."T .. " . ' ~ " .... . . ", ' . . .~c.>i1'~,~~, ~ock Q~scrj'ptiori : '" ROOTS,sod,',,,, , . , " '.' ,..' ',' " . "'Medi~'iT!'~iff(Si[T:":~catieredro'otS:,brO~h.;'oiSt, iOwp~astic:ItY:.- ',blocky,(';VillameU~':Sjlt), :"'",:"," '".,' """,' ".0,35 ',? .' :/:i;i~~~tf~~~D;j;9h;:b;O~~~ini~fi~ to mediumSani L, .:::......' ...."i~:;'. . ,i ~t:'~,t"Den~~~s~nd;Y-G~Y~:SA~~O~BLi~~so;ne.sj;t:r,n~t~;": ~.' "', ~::~:: .':~ 'coa.r~,e sa~.?.' .19~.:~la,~ti,~~:,~,ilt~:',rou.nde~ :C~~ble.SUp.tO:~6'.in'~,~~sl .,..19,: '.' (aIlUVIUm).'-. '..., ." '.' ,"., . ,. ....... BOTTOM OF TEST PIT ,- :.; .',,' ',' I: " -:~ : . ,': , .... . .,.'. :, TesIPiILog':<rp~~, :" ,',~ . '. 'Spri~gfi~id,Oregon ,.-, .f ." '":l" ';' J'~:/ .11..(. :,,:g'" ", ,. ....." : ' ' ',' .:~.< :~.?:., .,'. ;" "..$~~~,'~.nd"~,~~~ q~scripti~in ,".....: ilflffl Megjurrr,st!ffStl.:T, ,sC:itt,~r~~:~~o~~;:brq~,'ino.i.s,t~:,lo',?,pr~stici~y" ". "~i; ~~i~:~l~~~:;~~~~~:~~t~i;;ni~=~ ~o;,tN.,C': ,coarse :;,an.r;:l~ 1C?'!t' P,I~stlc~y.Sllt:rounQed:.cob.bles :up to.%6 .ln~hes. ,. \(alluvium), i:' \", "" , ", " ''/ aOTTOM ur, I !OS 1 RI1' ',.. .< .-.., '.'."', ..,.' ".' ;,., .....-....'=:. ~:-.A.^;t:,BAti . L:I~""" l'~","_'" --"" 'lll1 ,tj .~, ,'" ", Tes!Pi! Log: TP,10 ~Ef:~ tJ pl007 " , PacificS()~rce Facility , 'QI'l';llfl111 SUb\'rl, , Ittpl Springfield,Oregon' '.' , .'. .. , I .f' '! , ", .:" ,''''Co i ,', . . ".' . corri~e'~,ts.'" ",'., . :N,,~;gr9_~,nd :w;~t.~r)n'filtra.t!~.nl' I , , " I'. , ' , r' l'~ r. I'.: t i I ",,'. r .... ". -/ . ..,. 'rroj~~,:~"~::".'.: " ", ::',,; "";::" ,.",. 20,11133.:': . . " 9- ,1.~ 11':' ,3- '1' '0;" '. .' .' ..~ o '. - '. :'E.. . ~ . ,~ , - . -:~. , U" 0' ~, .... " D' E - ~ . . ,. ,iJ. , 2-" , -, . . . . . . .'" , . 5,11'1. '50' . 6- ,6-' 4" ",.",. S:1.1.,2 'S'11-3 ,-, ~ .. Date ,of T est':'Pit:' > 'Sui!aceEleiiation:429Jee.F(Appr<,?x:) <, ;,. .. Novem[)er 27,:2001 -". "'.;- " .; .... ;c6mri1~~~: I. I.'." ", . ", .,', . .' ,.,..; ..':' ,t.lo" g~cil,lnd'water, ~n,~I,i@ti,o:ri... ',' ), i I ....,. " ".." Proie'cfNq_.~. :. ,'Suriace erevatibn: . , " ' . " o Date brT~~t);it:,.: '2011133 . ',," ". ,,' ~ 'OJ: '. ',. zf' . ',a.,. '. <"Q '1'" '2' " "3- 4" .5- '6' 7' ' .8~ , 9-, 1!r 1,1-' . . ;., ". '. ,'- 429 feet (p,ppiox) Novembe(28.2001. .....',: <..'.,. .'... '" E' ,.ff.," '1/)" "'.., ., . ::':,;",: .,.,... '5-12'1" . c' :~.~ '. '0 .'.:~ .: ",,:" ~,. : .iL :t - "In,. : _. :~ (j, .:r,- ":.' ,,',. .' . ~. ..,::. ., ....:~ .' '. " ~ ',!,:". .li. . D, E - ,~ - . . . " " . Soi'.a~.d' ~.o~k, Descrip~lor\' 'i,~;:l:E"O.9T~,;s>d,~c,~..::o.:..':':.::o .,;. _';'..:,..:, _ '- _ : T ~. '. Me.di.uf?s:tiff S"" ,,'.1:,; T' 's"c"',,att~!e,,'d ro~ts;: brown,.:mois~ to. ~~~~.Iow ..' "/ plastlclty;blocky, (Wlllal1)etteSllt), """ ' 0:4' ,I " Jf"" - -, - - - ,:rXl: Loose, silly SAND; Iighl.brq\"n, damp, fine to medium sand.. IJ i~;I;::~dY;~R;~~JiAND'iOB'BC~S:br;wn~dari;pTO'.':"" ~~'J:V,r.-molst.Jine'to.medlum sand, rounQed'copbles:up to ::t:12'lnches; \{ainlvilJm),.' . ":. ,'., , .' " '.\ . BOTrOMOFTES'r PIT: "1 ',' I '," I '.,: 1'". .'..' , "co J ,:,1 .'C,,' . "'.. ....i TestPitt:og::TP'.11, .~'~ -'::'~:~< < ':~' :." ::-'-:.':':' ',:, '.:.' .',:.' PadficSolircel:'aCility"",, ' .-,', "'. " ,,";'.:", .",.,. , I .::.' 'Spiil]9fie1d,:Oregon " ",',7' ''I''.' , . .,..:i5: ...... . + .: '~', ""ii.. ,~ "J .- ',.....,. ':~'.,,:; "",,:'.r,~>>' ':..U '::~iJ~I.:~~~/~~Ck ~S'C:riptJ1~ . , .,..~... R00TS,sod:', ',' _'. -, ,~::. "~" .:.... ,'" "". ". ' Jf! 'Medium Stiff~l~~'s~tiere([:ro'f)ts~" pr~T~orstlo'we~..'lov!'~ I plasticity, b!OckY,:"(1(\I,,iIlamette Sill)",. 0.4-' , ", ,1_ .., J , :"1 BOTTOM OF TESTPIT .\' ,.', ''',' ;, ':.,'< '>:' .""',, -I /,,'-, '. '.'.' J r '\ ;. ,.., ,...... ", " -.".. , ". '.' . . . . . . ' Test Pii Log; *12 _!_.'__..J... UC\l.e ~1:1~....:;IY"""... .'11.1 ..~ 'i:i~ ~~.W/'2007 ( . ",.. . , ' , , ..Springf.ield. !?r.~g6n.. ~r19\na\ subrnlttai f '.: i I'- .j ',' '., .1 , , , . ' ,'Cominen~'" '. ' . ~ '.:J=.-. ~ '0 ",," ,".' 1'. "'. .. 2, '3'" .,' .' ,S~13;1. .. '".No ground.-~~t~r in~rtraiio.~,.. r.' j 4'.' 5- ',' I I- '60 J . 7,- 8' i .',.' 'ir'.' ..,' :, '"" 1Oe- 110". ,,-:y' r.... '.'" .' . ". ,'. '. proj~~t..N~:':' 20111 33 .... ....... r : , '. .'~iJrf~~e 'Elevatip9.: ,~' '. , ' ' , . ". " " i', A2ffee\{Approx);, .,' N6v~"mbe~ 28,2001', .:..-;.':'....'.. .,',' -'". " Da'te .'of:Test:Pit. I ! ":-';' '. , ii. '" 'E '. .- o < . .' .," , . comm~.;,.~ '.... ,. ..?d':" 0., .(!j:' .,'. " I, I 1";' ',+ 2< . ",,' 3~ .. I No, gro~n'd';~ater infiltr.atio~; '. " ..., . 4, 5- i , I,. 6,' 7; , " I " , 8- 9'.' , 10" 11- ;,,'. , Proje,ct No.:' , , .2011133.'. Sunace Elevation', ' .424 feet.(Approx:):- Da(eofTest Pit, . November 28;2001 , .Jf. .'It';' . '.0. ..~.... 0' "0:' .LI.: E. ~ 0' . .' . u , 'f :'~" ~ ,,:, " . "c. .".,'l' , ::.~. '0 , 0, ~ '0', ,.Q ',- E :.~ '::i .... .'.::, t .'" :; il '.~ . : ~ , ..; " . .' "":3' . 1;:;:' "" .;. ';0: ":' . ~ .' L' "',,-" -' '.11., ,:.:~." ;.'(je "0', " E, ..,)0, '0 ;-" '. ,::S6.i{~~~"~~~~' D~s~';~Pti9n" 0.4 .. n.ffuJ :~~~f'~~SI~t's~~1;e~fro~~~;br6in.~m~s(to.~t.~~~' ~ -::'V'l' 'pj;os!ifily. l?l9.ck.Y, (\','ill~i'T]iille:!;ilth :... :"',.c. -'- ~ ':::. ~'_ . i>;~t:) ,l:-o?s.e..srlty ,S~~D; .1i~hLbrowni 'd~mp,. low plas~idty-silt :fih~ . ';;':Kh sand, (alluv,um); . ... < BOTTOM OF TEST PIT '. ." .... , , , " ". ..' I ',;'" ",. :..,( ',,, " '.~' , .. I' "< : ~. ....:... .";-.,' :r~stl'jtLiig: 'tP-13. J .'~., . RaCifi#Source ,F~dHtY . -, ,.< ",,". ':,", " .:11. :','~:' :."O~ , ,,"",;,'-, . .,':",' .' . ", " .. '. Soil'and ~pck, Descr,~.p.ti,O!1.'. .'. .. ..... , ','0" . ',~. . , E ~ "'.... r.'.f.~.." . j :' '. , , ~ROOTS. soO. ,: :" .~, ' '., ' . ',Medium Stiff,SIL"f,.,s~ttere,Cfroqts';brown;rriorst.:tO wet;,~lOw-:-; 'plasticity; btod<Y' (Wmamette,Sit,tl,' . '.' 6:5 ;. . ",' BOTTOM OF TEST PIT. . ',~ '. .,' .. :'. '\',-' " ',.' , ' . " ' .. TestPit Log: . TP-1'4 , PaCificS~u~ce FaCility. " Ul'l1:e ~t.l(,;ltlIVOU_ :1 '~ .~ '\:i :, , " . :q~?ai200~ Original Submltttll . j':, I ! .! i I ! .. '( , . " , ; Commgn~ ") , . , . '.. No grou~d .~~(e~ i~tlitratio'n: . " i ! ...., I I !" I,,'" : Ct' ProjeaN,!:: . 2011133: ;sGrface Elevation;.425feel (APprox.). .' I:. i [; . ' . . .Date..ofTest:P.it: ..'Novembet'28>2001 . .. ..', ...,1,. . ...,.'.'.. I. I co~m9~is : ' ,;.: 'r "', ;~ogr?~nd wa,ter infil~ration: . , i i. ProjeCt No,:: 2011133 " " . , " . ~.. '. I " . . < . ~ . ,0 ~ ~ ~ " 'i'i . .' . ~ , ~'.. ~ " : .~.. , 1-,' 0 0', if c ~ ~ ",- "-3:", , 6-"., , 8", ',9- , .". .," Hr', 1'.1- .:: :~, i" , ,~ <1"': h '2' '3'" '4- " ,5, "&; ,7.- 8- , 9', 10- 11- . , ' Surfa~e Elevation;. . '4~5feel (Approx,) Date ofTestPit ",November,28, 2001 '1- ?- .'. . 0,35 4-' 5-' 7."' .f" ::;" ':" ,. '. 'i'i ..:.,~~>...' ...._. t o ' ..c. <-, 'E". ,:a .& :;t::~ . "l.: ".,.;'.-.- j :c:r i.;:'. . .'.: ....' " .,,'. t ;~oll'~rlRoc~ P~s'crjptio.n "\n," ';'l~ ~ ,RQO~, .!Cod~ - - - .::. '- - - '- - - - - - MedIum strtf SILT, scatterea roots: brown, motst to wet, low I plastiCIty, blocky, (Witlamette Silt). . , BOTTOM bF1iEST PIT. . ':. """. ,'"'., , , . .". . . Te;tPitLog:TP~15 ' ".;', ~. " . .', PaCificSource F~6i/ity' . . ... ..,. . ., >Spiingfleld:9regon .',. ;.. ,.... ';"'1,":" "Vl. ~ ,'u" . :'0 <.D" ~~;~"!;:' ,:.:':.",.' ':.:" '....,. ....-.: ".S,oil al'ld:Rock' Des"cript"ion " ", ,. ,',.' ..~. ,', - ~" .' ".,' " '''':fu ~ ~~~~'~~SlLl: s~'tfer~droots;br~:-m~tlO-wetl'~"""7' 'o.4s 'I W plastiMY, blocky, (Willametle 5111'), - , , ' .?t~'>J:;: ;"~~e~srliY sAND. ligh't 'broi:d'a',;p, I~w plastlclt~ 511:: fi,ne .....'.. 4;j~I'j s,~nd. (allUVium), . .':'fA':'f''''.'' "'.' ,.,",:. " '. ,'BoTtOM'OF TEST PIT' , " '. Test Pit Log;' TP'16 '" Date ,Received: . 14~Z/J ~ 2007 .!. " J .. .. '. " . , pacificSd~rceFaci/ity Ortgl\'l(>\Submittal . . . . Springfiehi. Oregon I I I I. i " , , , " I I, , I" I I , I' r,o I,: , ~. I' i , i i.. I , I I I : COrilmen~' . ,.: No gr~~nd ~te(,irifilt~a~i6n;: : .:;, " ProjecfN.o..: '.:" '~P1..11j,3::: ", \.: .. ,~ .' -0. 0 . . 'E ~ . ~ . .02" 'VI' " Q." '~ . "- ! . . ~ 0 :13 ~ .' ,-: S'F'l j 2-. 3- S'17.2, 4",' 5- a- '7-" 8- ,9-' llr- iF. ,.'. "', ,'," Surta~eElevalion:. .;42$ feet (Appr'Ox.) . : .~ . ' .Da!e~f -T~~t~ Pit,' .,.'..,. ", ::\~C9.mm.e~iS: . ~~. ....,.:, " ," ",,' "No gri:iu:na,y,ta~~r:,in.filtra.tic:>n'~:'...' . ....,.' " ',." p,roje~.t No::. 2011.133, Surtace Elevatiorj:. .4:<6 feet (Appr6x:) , '. . ~ .. [ ::f: ,0 ,1- ''''S'18;1 S'18'2 '2" '3' ,,4- '5- 6' i.. 8., 9- llr- 11" Date .of Test Pit: Nc,vember, 28, 2001 .. .:' :." . "[i, ~': ~' ,"S" c: :~r 2: II'l :'; '. u' ". "0 ,,: ,.,J :ti,. .1:....; "." ",,:. '. .. :i:i. .:d!' '..... .' " ,~ ' " ~., '~.;~ ' '..)-- IL C ". VI .,ll.. ~ .... E- ':~.> 0 :~.' "". '.' (. ',.....\-'... "ROOTS, SoO,.i, . """," , ". ,-' ,'< "., " .,' , "'" "", "';o'~ ..' D.rm! 'Mecti~~:Sfiff~j~'f.; ~ia~~rei.ro~i~!brown~n'~s'~ to. '~t;.~~~. . "'. ;;I';.:'(:\pJ;ls!!f1ty;blQ.ck;t <yyiIIJ!.m~e l!i!tL .~ .:. '- ~ ;:., ':":""'':'' , ..... t:.f:~~ l;~~d~l~~;~~~.~; 1,!9~~"~:~n;,.~~.~p..I.~W..~.la~tjci:~?~I~~Jj.~~, '. ','., . to:..:.,:' Dense, sand~GRAVELs-ANDCOBB[ES~some:SjJt;l;rie:IO-. 7'""., .. ...,.. '. 'coarse s.al"!d;.k).w.plasti~jti slit, rO\,Jn.ded c'obbll~s' uti t6.f6'.inc~es. alluviumL ' :..,.. '. - . . 'BOrrOM. OF TEST PIT" ~ : .. ' '. . . '. , , , , SOil,and Rock Oe~criPti.on. i ';. ..._, <.' :'. ~ \ . ....'. .... ...:,.... , " " ...:.. .....' , .. Testfit~o9:TP.17i , -: :i PacificSource.'Facility: , .,' ,... '.. ... .... .'. Springfield,Oregon. " .~... '...J ,', :~";~f::] ." .~. . "/-'.. E .. ,',:Soil.'arid,Ro'Ck:Oe;crlption .(5":> .'Ji. . .-,. ".:- ,. ~."':\,;.."'ROOTS sod.'.:.': .'.'.:':' ",. .".... ".,... '..' :'.:. P.'. :lU ,rfH{ Medjum'Stiff:~S)~Y; s~tt~r~a:rb~t~;:br~ri7:"~,Qtst'~ ~C~~f:. '. ~~ :(~~~u~ER~~~i~~ri~=~~~~netd~e~~m'san~,~:'--C .~ ~ pense;sandy;GAAVELS ANDCb8BLES~s'omesfICfineto:'. ',.1 coa/s;e. s.~~~,' ;;"I.O~'.p'i,~:s~tj~.tY:.~i!J' r~ii:ry~~d;~Ob?I~,s.', ,yp:.lci..~6,.jn,~.e~. , allUVium. ?.",.. ,-,'. ;. ,', ,., .. ...... . . . .. ,BOTTOM OF,J to I, ~II'. :0:'5 .;: ,,' " 'reslPii Log: TP-t8. __ D~t~ R~~eived. : ;J~:zo -; 2007. ' ~; l . . . . . ' ,.. ." '.. . , . .. . Padfk;Sourte'Fa,cilily . .Springfieid. Oregon Original SUQmittal. 'i~" .' ;: ',' ,- ~ -: (;;On1rri~n~" ,; i " :No:ground Water:ioilrtratior{'" "." "'.' -:." '.' ':-. . .... i I t.. " i i , 1,'- j, I :.'Froje~~.~p:.:: ..;, '... ;: ',. '.(' ,'.'. I" j, 1 D~te:6f;Test.Pit: .. surface', Ele~~ti6n(::'- <,:;2.oi 1133 ',' ..,.. 429feet (~pprox_} ,I' , ....' i i " , , i:. I.> . 7-.' 1'0:-:. '-."' '. i1<:, ~ '. . '.' .' 'Jf, -'g.: o ,1c, 2' "S,19-1 3~ 4,: 5-,: ,6':,' '8- ,9' " ,..' . 0. ,:"S,. .: .J;\' :', , ~:. . r u '.3 , ~ E, >, ~. . :f: .' 13" " ~. .. ~ . ~. .." " . E > .w' ~ Iw .... ROOTS, sod. ,0 . ~ i 1 \MedJunrSfrffsILT: scatiered,roots;brown:-m01sl to wet, iOw~ I '-plasUcity, blocky, (Willamette Silt)" , ' , , 1\ ' . . i': .i '.r...' '.. ir... :'." ":.'. ...., ".0"" ":'.:'" "',. S,~i(arid..R.09k Oes:c::rlpt~,o.n "Ok' BOTTOM OFTESTp.ir' :. <' ' ,-' ,.-,C. .:', . .:~ . .,~. '. . . ~'. . . . '.TestPit tOQ.:.TP.19:' .' . ,:. .. " . Nove,mber 28;2001 : Pacifi.~SourceFacilitY . :.' ,) :','..' ":. ,', '. .',:. -SpringfieICl,Oregqn', '. ,:. ,. 'C;;m~.e,n~' I" !, ".,'~;. . . No' ground:.:Water:infiit~at'i6n.' .', . .....;.:.... . --' .' i .1: i I I. :' Proje~f No.~' , '. 2011133 .' . , . '. ~, , .J.': "0' ,1- '2'" 3- "'4': 7- 11)-' 11-' . SUrf.teEI'YaUCn; .4,29 feet (tipprox,).. ...Date dTes! Pit November 28,2001 '.. .i' 5-, : 6" 8' 9' .. .' ,'J:~\: ,', ....c'. E 'jii "~ .~ ':];'.':,.....,1 :E' . ',,~" -.:;:',:'''''' "::: .. ,,5: :,':'i> ,>:~"" '_..,tJ .." ,."',. '.,. '.:, .....,.. "'~ . . , ,,'-.' 6,5' :':0 ,c..' ..J.. '~~"l.~.~~~ R~?,~pescr~,pt,IO~,:..::/... ',:. iTi1!IT ROOTS"sod,,',' ", ' " fHW Medium SliffSllT; scattered roots;t>rown:- mOist to wet, TOw - '- 1- I ;pJ;lSll.C1tl'..b!Q,ck,y, CWIII;!.m~..!iiltL - - - - - - - '! ...;.. :~l.:::< L~ose;.,slltY.;S~ND;'Jlg~t ~ro.:wn, :d~f1)p, "Iqw: p.la~tl,.C!ty sllt"fil'Je '. . :'l~Phisa~d. (~![UVI~I)l)',' . , . ','.', BOTIOMOFTESTPIT ' """. "'" , ' , " , " . ~...:.J.~:M'__..:.:..~..... .LI~.Lv .1 ~\;,jr~"":v.",,,,,,. . ',' rest Pit Log: TP-20 . ' t#.i'!o-/ 2007' . " . '" , . . Pacifi,cSo~rce Facility' Springfield, Oregon ()riglnsl sutlrnittal. , i " .-~ !.. 'I,' , . "I' .jl: q.... .Ii:,. II' " .jl :1 :.:JJ.' '''1'1': 'I.. " :' .,.1: JI ~ ',>: .' :i ',.1' '11 ji.". :1 ;oi - if " 1'- , , I. " " Ii. W .~.J I .,' " . ,cornimint:S! ;: , ......... ..... .'. .' ,.' ;. ,. . . 'No.grQund ,~jej"infill;:a.ti6n:'.'.' . .'. . .. :i :\ " il. .. ';' ....'; -'" proj~crN~:;: . .~ .~ . . . f. .' ':Si.Jrfa~':Elevat~on:;' ,~ " .' ,;.,"'.: " ; : Oate,:OfTeSt,Pit', " .". '''' ".f. 2011.133 . 1'" :' ~ ..~.~ . c " .:I" .. :E: ::ii.' <'>0. W' .,1-_".,:, . a.. 'G. :'~' - l .,,'. 11)-'. '0' '..2' "ii ,v " . ',1- " , '. .. , '.1 2-' 3-.' 4_" 5' '&' '.'T. , " ':": .r.; 7.", "8, :;~'''':-,'' t~ .> 11-0' ,'I'. ,;:., . ~". .... ". ....." " " .'r,' '. "', ..... 1~~fee:l (Apr:>iox:) . Novembei'28, 2001 '.,., . :.~.;? ", ".... ';;,' .... il n,:~ ': "'1 .~~.'. . ..,' I' - ~ . :\ J " " : ~ . " . '. " ...., . . ~ r: ' " " " .:' ';"": " ,.,';,-- ',' ,: .<.' :' .';'- "11; o ~, .'u' " . E, ~ . '~,. . ," '",,' .o,~ I ..:.,.' . ~' ",.,.,;,:' ~. ' ",.,.',,'.' ...... . ',' " '.',. " '" '..". ..f.' , " ':'.' . ;, Tes(~ifLog:.1:l:'~21:, '.' . . '.' ..'..' . . '.p~cffi~sdufceFadlitY . ". .: "-< ',' ....: ....,. ': >.;' '. >, .Sprlrigfield,Orego'n . , '. <" ,....' "'"', ',~'" . "',-=-:. ;',' "'" " '~'. .;' . " "';' .."" '..:'''. " .,~. " " , , '.:Soil'arid:~O~k Oesc~lp~~~' '" ',','.' :" ';j' ,,' ~,., . " ",f Date Received: ..~q~7:i) 2007.' . . .. Ofigil1,,1 sublT1illal~ ,;. 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