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Home My WebLink About20201296.tiff PRELIMINARY SAND AND GRAVEL MINERAL EVALUATION 30-ACRE PARCEL - NORTH OF Cm STREET AND EAST OF BALSAM AVENUE NORTH T 1/4. F SECTION 4, TOWNSHIP 5 NORTH , RANGE 65 WEST GREELEY, WELD COUNTY, COLORADO TERRACON RA ON: PROJECT NO. 20015242 JANUARY 111 2002 ; I Prepared for: t DUST & DIRT EXCAVATING, LLC P . O . Box 2295 GREELEY) COLORADO 80632 ATT : um . DOUG AND DARWIN DERR 1 1 i Prepared by: Terracon 301 North Howes Street Fort Collins , Colorado 80521 ti lierracon - -' i • --till 9--4 -'71�5'i It Inrr3wr et 'tart,'"rare..w , - - - . - -a --- _ . , In F.nrxr+r-E�.nsl.l-rsP!P.�m 6.Ir%�4o► irP�� PI I i si se I lerracon .. January 11 , 2002 , . Hewes FFOI ITIS. Colorado 80521 .0503 0701 4134-0359 Fax: (970) 484-0454 I Dust & Dirt. Excavating , LLG II P . O . Dox 2295 Greeley , Colorado 60632 Attn : Mr, Doug and Darwin Derr Re : Preliminary Sand and Gravel Mineral Evaluation Il Approximate 29-Acre Parcel Located North of E' ` Street and East of Balsam Avenue Northeast 1 � of Section 4, Township 5 North, Range 65 West Greeley, Weld County, Colorado Terracon Project No, 20015242 Terracon has completed a preliminary sand and gravel mineral evaluation atii l on for the approximate 29-acre parcel situated on the east side of Balsam Avenue , approximately 172- mile north of 61h Street!, south of the Eaton Ditch in east Greeley, Colorado. This study a s performed in general accordance with our Proposal No . D2001357 dated October 16 , 2001 . The results of our engineering study1 including the boring location diagram , laboratory test results , test boring records conducted by Terracon and Layne-Western , and the conclusions and recommendations needed to aid in the consideration of this tract of land to be utilized as • a sand and gravel pit frorri a geotechnical point of view are attached _ Further details are provided in this mineral valuation report. We appreciate the opportunity to be of service to you on this phase of your project . if you I have any questions concerning this report , or if we may he of further service to you , please feel free to contact us at your convenience , Sincerely _„ .. , loviesteepiber Lye. , , ` °` o� tl ietice TERRACON Of .erri A . • i� � ;�� ' p 1 - 1 los ells `''9 _. - avil 27712 : ALP vpo fere,a,s/ - • • it St il tIZI "ICP . iikim i •,- wir David , . Richer) P . y� 26084 III Geotechnical Enginee Inge � .1 '� µa It Manager i P .E . r�di+r drp n R L � � ! ffice I c eManager fie" ' A��A� 51�A'�� +� 4 ,7it-111" 0 N L. of Copies to : Addressee ( � r'' �r � rrw� r�� '�w� . G N. 7 I _ , ___ Ari≥ilia a Arkansas I Colorado IN Georgia INIdaho ■ Illinois N Iowa I Kansas a Kentucky OfMinnesota a Missouri a Monhria Nebraska * Nevada a New Mexico I Oklahoma • 7trine ew • Toms, N Utah I Wisconsin 5 t'' ' yorriing ll Oualirty Engineering 2Cnce 1965 - • . "_.9- . ,. ,- I d— tr-- • r•werwre-e-r n+r Wee Inrsf-w rw•rTIr*f!!ei'lhrr.!•ile1+r.1,M•w N"4 -_ - 4 e—, it 1 TABLE OF CONTENTS Page No I II LetyyIi ter o TI aT rndal .aaaiew / irr , aYwF • / / w.• mat .. . e iY4a } gaTr T e ed IIIi' • e• w ■ • ■I INTRODUCTION Rc t UCTIO J 1 . a • ii / rr . a sae Y • elflat * e rairararFfrr aFaarr } . liYY / a a r mom spas i e' 4 r e e l i . . a a IRofoED "Ter 7•I 1 7s ■ e `•i%CIF ] ! • Ia wi • a7. 44pS $ • r r. Is & & & & & & 44 4f • • a R • d Onion 4 • • / !iw • ■ a• wa 1 • � ��. � � T ■ -' ■ 4 4 iYi . idv C 'C! r'M ICe 444 44 a'w Will4444 * gm i e "Na Ci i i797aif \ r / A F • • • •• • • • • • • e .. . all a7tf rtrllaef r • wa ■ F • ield Explorations . . . . - Ilya Ies44ii lsrsyllrJii I • r • lagaaa4 . s4p $ . . . . . . i�sy re• - • ■ 7e •faryga F .:.r• Laborrator, Tests • r ! rieaI • • te • • rwrwrw 4t ■ i1Yt [ aaa • lirraaw •• / r % r • .liwitira7ati +ei' tftrraYwsrrerri ' . . j1 : i •Flr4arl / MI I0111.01108 • n.a wrl• tte Fa:r . Yr. nya * U4 , iirir a .i•J i- .. !3 . F / ■ ! . }eaaae4� limn pima * 114• 11.46a 3 I 7• aanuaPiiYY • 444 a. e 6 i } a 4 • 44 " Pin ii • r -. nags a 1101) .P440 •11 Bet 9irY r' r 1 Geology 141 + 0 • 4t1114 , 4 Midi , i fire a• sear • 1 •r Frr yeaaR7 •:! / r4 .} / } } caaiitri - ..e ■ a' •* tPSt • gase ... c . irrrr • 1 w1. •r / a / a Fg ywa 3 Soilni � r� 1Ijtrorts I Ff. iiii • f• ■ f •srr ■ i - - - - • baraaaa ...•. re rrr ■ ■ wra t.•, • ram - - - fi' mere • •a• • Fie ci d Laboratory -rest Results l, - 5 ! • SW 1 . 5 • ' a Ys y • • • • • • avail, w arr'•r r }e r• i id ss li 1 i. b . 7 r • . , . I• J . ." s ¢ c dean op * ailed • a / i :. sac f E 4 7d i �F �i - 7 ■ 5 GENERAL rw�eee J� ,may '`ry,tae !� j'.{��• p e t G'��. 71ERlr ■ L C UR[ '} r.p RCNT a es . . aee • sn � 440 a4 . a: . P9iPii • 7tTll • i / ♦-ry 05 . • • ' . ' • aII416 • ia time wan ■ a . . a a . . . . . . . . . : . I APPENDIX A Vicinity Map — Figure I I Soil Conservation Weld County, Colorado Map — Figure C Site Plan and Boring L at on Diagram — Figure I Log of Borings -- Terracon Test Boring Nos , j1 1 Y and and a Layne-Western Boring Nos , B- 1 , r -. 8 -3 and B-4 F , 7i APPENDIX B I Grain-Size Distribution Curves kt General Notes I k n u IJ Y }r , fi �r Ie.I y. !l ;! e PRELIMINARY SAND AND GRAVEL MINERAL EVALUATION 30-ACRE PARCEL — NORTH OF 8TH STREET AND EAST OF BALSAM AVENUE. NORTHEAST ' 4 OF SECTION 4, TOWNSHIP 5 NORTH, RANGE 65 WEST GREELEY, WELD COUNTY, COLORADO TERRACON ON PROJECT NO . 20015242 JANUARY 11 , 2002 INTRODUCTION This report contains the results of our preliminary sand and ;ravel minerali � evaluation for an approximate 29- acre parcel situated on the east side of Balsam avenue , approximately W rniie _ north of a Street, south of the Eaton Ditch in east Greeley , Colorado . The site is � _ generally located in the North 1 /4 of Section 44 Township 5 North, Range 65 West of the 6th MRM. , Weld County, Colorado . The purpose of these services is to provide information and eotech _ � r�� l �n� �n � nn� recommendations relative to: • subsurface scuff and bedrock conditions * groundwater conditions physical properties and estimated quantities of overburden and granular materials. The conclusions and recommendations contained in this report are based upon our field and laboratory testing , engineering analyses , and experience with � similar soil conditions , and our understanding of the proposed project, PROPOSED CONSTRUCTION Based on the information ;provided , it is Terracon ' s understanding approximately i a ro t� 9-acres of land situated on the east side of Balsam Avenue, approximately AA mile north of 8th Street ( Highway 264 south of the Eaton Ditch , presently being utilized �a grazing and/or . � � �.g ri cuitural property as well as for the Oil Industry Is to be considered for a future gravel pit for the mining and ® _ faction of sand and graver reserves. SITE EXPLORATION The scope of the services performed for this project, included a site reconnaissance engineering geologist , a subsurface exploration program limited laboratory testing and engineering analysis . -- .�... ..•. ...,. .. .vp. T''r.7' I+iPF ►:'r tt 3es , r.-l-rii'°l .F r.Irnrar.. t I._ — —.a -�.s-rr r.. sea P i Preliminary Sand and Gravel Mineral Evaluation Terracon 29 Acre Parcel East of Balsam Avenue Greeley ,. Weld County, Colorado Project NO . 20015242 IField Exploration total of 7 test borings were drilled at the site during month of November of 2001 . Terracon Idrilled 3 test borings , (identified as Test Boring Nos , 1 ,. 2 , and 3 shown on the enclosed Site Plan , Figure 3) on November 5 and 6 , 2001 to approximate depths of 75 to 90 -feet below existing site grades . These 3 borings were advanced with a CME 75 truck- rnotrInted drii ing rig , t utilizing 4- 114ainch inside diameter hollow stem augers . After completing the first three borings, the client elected to obtain a specialized drill rig ' Ill capable of extending the test borings to the bedrock stratum by means of air rotary equipment. An aft rotary rig from Layne-Western of Denver, Colorado, with assstance from the clients conducted the remaining 4 test borings , (identified as Test Boring Nos . B - 1 , B- , B- 3 , and 3-4 shown on the enclosed Site Plan , Figure 3) and logged the depths of the soil stratification to bedrock , These test borings extended to approximate depths of 82 to 90-feet below existing site grades , The borings were located in the field by measurements from existing site features at the direction of Doug and Darwin Derr. After completing he related field services , the client hired a land surveyor, which provided the appropriate baring locations and elevations as presen ted rued in this report, Continuous lithologic logs of each boring drilled by Terracon (Test Boring Nos , di I 2 , and 3) were recorded y the engineering geologist during the drilling, operations . At selected intervals , samples of the subsurface materials from theft test borings were taken by , Il driving a split-spoon sampler. Auger cutting samples from the air rotary La neaWestern Test Boring Nos. B- 1 , 8- 2 , 8 - 3 , and B4, were obtained by the client at seGected intervals and were delivered to Terracon' s Greeley office for further evaluation and laboratory testing , II Penetration resistance measurements were obtained by driving the split-spoon into the subsurface materials with a 140-pound hammer falling 30 inches for the Terracon test borings , These penetration resistance values are a useful index to the consistency relative density or hardness of the materials encountered . . Groundwater measurements s were made in Test Boring Nos . 1 , 2 , and 3 at the time of the initial site exploration . Groundwater measurements were not recorded or provided to Terracon T rraoon for the Layne-Western borings prior to preparation of this report. Laboratory Testing All samples retrieved during the field exploration panon for Test � p Boring Nos . 1 , 2 , and 3 and the composite samples collected by the cUient for the Layne -Wester( borings were returned to the laboratory for observation by the project cotechnioal engineer, and were cl assified oassfi ed in 2 • _ - - i'Uva :1Lr-r"4r<f'7' '.^dO Pl il7`a17e17al.Frel,altan 1 .J_ �aratr.lraa's'r.s sarec-irr - --tea raa.-w.as:...:. .... .. ...e. 1�� lr I Preliminary and and Gravel Mineral Evaluation T rracoin 29 Acre Parcel — East of Balsam Avenue - 11 r- eerey, Weld County , Colorado Project :Nov 20015242 accordance with the Unified Soil Classification System described in Appendix C . Samples of bedrock were classified in accordance with the generals notes for Bedrock Classification . At that time , the field descriptions were confirmed or modified as necessany and an applicable laboratory testing program was formulated to determine engineering properties of the subsurface materials . Boring logs were prepared and are presented in Appendix A , 11 elected soil samples were tested for the following engineering properties : Water content • Grain size distribution Laboratory test results are presented in Appendix B . AU laboratory tests were performed in general accordance with the appl [cabte AST , local or other accepted standards . SITE CONDITION The site is presently utilized as agricultural rand and/or grazing land as well as by the Oil industry The site is relat vely flat exhibiting positive surface drainage in the southeast direction, South of the site is vacant , undisturbed land typical in terrain as the subject site .. West of the site is Balsam Avenue and north id the Eaton Ditch . The Cache La Poudre River is situated approximately 1 - mile south of the site . An abandoned gravel pit is located directly I west of the subject site on the west side of Balsam Avenue , SUBSURFACE CONDITIONS Geology The proposed area is located within the Colorado Piedmont section of the Great Plains physiographic raphi province . The Colorado Piedmont, formed- during n , ��r�ned Late Tertiary and Early IQuaternary time (approximately 21000 , 000 years ago) , is a broad , erosional trench , which separates the Southern Rooky Mountains from the High Plains. Structurally7 the site lies along 4 the western flank of the Denver Basin . During the Late Mesozoic and Early Cenozoic Periods (approximately 70 , 0001000 00 years ago) , intense tectonic activity occurred ,ed , causing the uplifting e of the Front Range and associated do n arping of the Denver Basin to the east. Reletivet y I flat uplands and broad valleys characterize- the present-4,day topography of the Colorado Piedmont in this region .ioni . T h �a site is underlain by Pierre the Cretaceous Formation at approximate depths of 68 to greater than 90 feet below existing site grades . The bedrock is I ,--',r '' i... _�. sRs�e_narn+vi nmrust aar -. .. ..�... L . - -�- _.► . . .�yifi^ r-bs � !1�'f� 1Fd i'ii.7a7.�a ei+ari r#rss++sr Preliminary Sand and Gravel Mineral Evaluation Terracon 29 Acre Parcel - East of Balsam Avenue Greeley, Weld County , Colorado Project No , 200 5242 overlain by alluvial sands , gravels and, clays of Pleistocene and/or Recent Age, The sand and gravel represent an ancient Terrace of the Poudre River. r Soil and Bedrock Conditions I The following describes the characteristics of the primary soil strata encountered at the site order of increasing depths , along with current groundwater conditions : • Pvbvren l' terial - The overburdenmaterial consisted of slightly cohesive salty days sand (SC) with trace amounts of gravel and/or cobbles . This material s! as generally encountered at the surface and extended to depths of approximately 2-112 to 7- 1 /2-feet below the surface. An approximate 3 to 7-foot Sandy Lean encountered Jens was at increased depths in Test Boring Nos . 1 , , and 3 at approximately47 to► 56�fe � eat below site grades . The silty clayey sand layers are relatively fine in nature , medium dense in relative density and moist in-situ , while the day layers are medium stiff to stiff in consistency and saturated . 0 Silty Sand with Gravel and Gobbles Well Graded Sand with ravel Well Graded Sand - with Silt,. Poorl r Graded Sandwith Gravelorty Graded Gravel with Sand, Pporti Graded Gravel with Silt and Sand, Well Graded Sand with Gravel and Well Graded Gravel with Sand --- These strata were encountered in all borings at approximate depths 2- of 1 /2 to 7- , 112 feet below the surface, and extended to the bedrock below in all but Test Boring Nos.. and 6-4, where bedrock was not encountered to maximum depths of exploration 90- b feet The sand and gravel stratum is poorly graded to well graded , loose to d dense I contains moderate amounts of silt, and is moist to wet in-situ . It is estimated that the maximum size of gravel , and/or cobbles encountered with depth is typically less t . �'� �' than inches diameter. • Weathered ooaystonefsirtstona Bedrock - The bedrock stratum was encountered below the 1 sand and gravel layer at approximate depths 68 to greater than 90-feet feet below existing site grades . * Groundwater - Groundwater was encountered in Test Boring Nos . � e 21 and 3 at approximate depths of 4 to 4- 1 /2#eet below the surface at the time of the initial exploration . Water measurements were not recorded for the Layne-Western test borings , However, is �e�e r., it I �s anticipated that water levels would be relatively consistent at approximate depths of 4 to 6- feet below site grades . Water levels in this area are subject to change due to seasonal variations and fluctuations in irrigation practices, 1 . - . .r . ' ..+ ••r/... . ..� .• w v-.. pg. R+'a .” Film r91J. v-, • I $ens,.Forli.1f��lef.l� allot,Mira—rliraliPmerS 41■ -,'mil .p .ate r.�.� _ I Preliminary Sand and Gravei Mineral Evaluation Terracon 29 Acre Parcel — East of Balsam Avenue Greeley, W eldCounty " Colorado Project Nov 20015242 The stratification boundaries shown on the enclosed boring logs represent the approximate locations of changes in soi " types ; in- situ , the transition of materials may be gradual . According to the Soil Survey of Weld. County , Colorado and as shown on the nclosed roil conservation map , Figure 2 in Appendix A0 the soils at the site consist of: • 3 -_ Aquolls and Aquentso gravelly substratum A — / • 10 Bankard sandy loan, 0 to 3 percent slopes . / - i , A r scif i' 68 -� Ustic Torriorhent I moderated stee of . Field and Laboratory Test Results Field test results Indicate that the overburden silty clayey sand layers are medium dense in relative density . The coarse sand with gravel stratum varies from loose to dense in relative density and the bedrock stratum varies from weathered to hard with depth . CONCLUSIONS AND DISCUSSION it is Terracon ' s understanding that the area under evaluatton , approximately 29- net acres , based on plan lime dimensions , is being considered as a potential gravel pit . Based on this preliminary investigation and number of test borings drilled at the site , it is Terracon' s opinion the sand with gravel material encountered during the field exploration at various depths is suitable for use as construction aggregate material . The sand and gravel materials appear to satisfy the quality re uirmements to meet Colorado 1 Department of Transportation pecifi tions for Class I tructure Ba kfill , la s I to a Aggregate Base Course and could be processed to obtain Class 6 end 7 Aggregate Base Course if the course aggregate meets durability requirements. The gravel encountered appears to be of good quality and contains durable rock fragments composed of igneous and nie marphtt rock fragments . r The overburden thickness encountered in the test borings ranges from approximately 24,2 to 1 1-fleet in thickness . The underlying granular sand with gravel strata thicknesses encountered during the drilling operations , (based on available Infuriation provided to Terracon for the Layne-Western borings) ranges from approxcmately 57 to 84- 1 /2-feet . Based an these thicknesses, plan line dimensions for the proposed 29-acre parcel , and approximate areas of potential mining operations , there are approximately 0 . 3 million cub1 ids of overburden material that will have to be removed to obtain approximately 3 . 5 million cubic yards of sand and gravel material . Hence , the average ratio of sand and gravel volume to overburden 5 i iii1 . , ; i • fumeim - v W , ,- f, ., T . .-.r, , a i - , n u ; =IMP,vim.tom.�.+n 11�-!iflis 7\I..wi l9"M -- i • Preliminary Sand and Gravel Mineral Evaluation Terr-acan 29 Acre Parcel East of Balsam Avenue Greeley, Weld County, Colorado Project No. 20015242 I volume is approximately 1146 , The above referenced quantities are strictly estimated values based upon average thickness of layers, average depth to bedrock and strai . h in� t i e plan • dimensions . These estimates do not account for variations of thicknesses , actual areas of • I mining and!or anticipated cut slopes . Variations may be encountered in the field when gravel extraction/mining operations take place . Safe distances should be kept from property lines , roads„ and waterways .s . ince the sand and gravel strata was encountered below the groundwater, temporary dewatering of the gravel pit or use of a drag line will be required to remove the said and gravel material . Excavation and possibly de watering of the pit should be performed in such a manner as to protect the adjacent properties , roads , railroads and waterways . GENERAL COM MENTS Variations in overburden and sand and gravel stratum thicknesses , the uantit _ � � �t the sand and gravel , as well as the soil and groundwater conditions , may. exist between test borings , These variations may not become evident until raveVrnining operations Additional n� � � p at� ur� s take place. test .borings test pits , and laboratory analysis may be required prior� � r to the proposed gravel/mining operations to more accurately evaluate the quantity and quality of the granular materials encountered at the site, I P II tl p1 I I II 5 1 • Ap p E isx . ,f } r • 1 1 • • L i I 1 • • • • re • lam' 6 66.61 .-.` _. 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As 14 14 , iti ;60 , %, Pt.& tti 11 ,....,_...±5.HQ I _r o LOG OF BORING Nab I - --- Paiciof2.' t .,.� CLIENT ARCHITECT / ENGINEER Doti * and Darwin Derr I SITE WWE Corner of Balsam Avenue & 8th Street PROJECT Greele 1 Colorado Derr Gravel Pit SAMPLES TESTS I 9. g I . ii . I o . I 0 S DESCRIPTION , T Cr ,II Chtil) 214 w 8 ” !fivi,', 0 Lu g ix Q 2 m O -.- 10 7477 >m „,.. O1W 0 As taroktarokSurface Elevs 4628.64 f L• t i ItT % 8 a p I Pre, mi,$I STY CLAYEY SAND trace GRAVEL I Tani brown, dry to moist, loose 11111 ,I 044 * Intermittent Sand . Lean I CIS La ers 4624 .5' a • I SAND h1� •J ' t I g '. J' :, °;.� Tan, brown , moist to wet, loose to medium --- - { denseIII o- . a . * Classified as Focrly Graded Sand with 1D �I n Gravel t•I � In 4 s11 a k I ✓ r e•. , .. .I I .. . . - 11 , • • a• • r I is 4 ' � IM -; -,./ I• a r . { ■. k S s4 g . y • 4 F• r • rI 4 a I '5 k w �.i -20 �_ _ S a � ■ 1 a 4 ■ 9 •a ■ a•' I ■ ■r • ■ 4 _ 1 ■ ' 41 .SILTY SANCUra_sp im ■ VI .f. Tan , brown, moist to eta I+a+ medium 443036 25 •, s J .. dense ! •w ■ ■. a r 41 L • r. a • a a ■ I 30 I • a it a 1 ■ ,a ■ ■ ` 4 a a r ■ ■ a Y • ■ SrP 9 a ! i y w ! ' . I t E ' I ■ a s 1 • * Classified as T * ell. Graded Sand with Silt - - sun � - - - t r • ii • a .0 a a .s . - N + R ✓ me 1 a a Y, Y • I ia a I as a g I ■ 1 ■ I as i er ,• I 1 ,. . r y ; a .•a r a — w P I ■1 'ai � wl - 1. ■ s ■ . . I 9 a 0 I I: . p . • c a. - Lfly ti t ` I ' I ids C 'jrs ■ ,• n r it „,. _ .111_ ill IglalliVailFZEI� X 4 Continued Next Pe • e I _ The stratifications lines represent he approximate boundary lines betweenit and rock types: in-a tu. -1 the transition may be gradual. WATER LEVEL OBSERVATIONS , BORING STARTED 114-01 WL Si- 4 WD T. 3 . 8 AE3 1 r , BORING COMPLETED 11 -5-01 WL 31 g erraccins, RI C E-75 ! OREM t W Water Checked 24 Firs . AB APPROVED DAR JOB # 20015242 • I .. • _ __ _ . . _ 111 li ' LOG OF BORING NO . 1 LIE NT Pale of ARCHITECT / ENGINEER li I Doug and Darwin_ Den II SITE NIE Corner DI Balsam Avenue & 8th Street PROJECT Greele 3Colorado Derr Gravel Pit SAMPcjs TESTS 2 ' DESCRIPTION rd , 't- , ,.. i � . - Er t N I zP — Ensa_ --ila c40 LuLi Ili 8 zi E5V2 E Fit, O i1 8 , C 2 F. 9 es. o , c = 2 = 0 i!la t7 . /pt./ SANDY LEAN CLAY Tan , gr } , mist to wet, stiff to very cif 1Vialo 55 I /2 58 472. 5 111 r ` i Tan , brown, moist to wet, I I, loose to medium , dense IIIIIIIIIIIIIM • 6 168 456V.5 I ;%6"; '.EATI I I I S T toptveriti I gGray, moist, moderately hard I 11 PR � � T � l - ,�� 455 ',5 ? H _m �! IONei ru - i _—. Grayr matt hard to very hard - ' I a 75 _ 4553,5 75 IlliellinallIMIONIMMININI ' aorrrom OF BORING I � - I 1 I e ppM y ; i , • • V I T FNP I I ii Y fr- Li CE I Z The stratification lines represent the approximate boundary linesI _ between soil and rock t rn= ituphs #ca°iitvn may be gradual. IN i. .. ig WATER LEVEL OBSERVATIONS, ft BORING STARTED 11 - 5-.01 t q3 8 AB BORING `'VI& .7- iierracon 11 - ,. wkens - ____ _ n RIG CME 75 FOREMAN I ,SRS I i lita Water Checked 24 Hrs , AB i APPROVED DAR JOS # 20015242 ' . RS II I. 'a ti i,r LOG F BORING O. 2 CLIENT ARCHITECTIEN J E.E !____p____ h i Derr SITE WE Corner of Balsam Avenue & 8th Street i PROJECT Greele 1 d o , Derr Gravel Pit , __SAMPLES TESTS I t nj O . _ O n ...IDE CRIPTION µco et ts . °L7 z F rise O PE colu' Icriumillitsji >O 9 T, a 0._ 0 : 2 ick, ; 0 E. O ri- z >e i 8 Ldeil !SANDY LEAN CySY trace GRAVEL. and COBBLES i r 4527 aI , 4 . \Talk gray, moist t wit tti stiff ss ID with GRatikViEl, SI — Ta , brawn moist to wet, loose to medium dense■� � 1 r 1• -Y densY' I I I 1 • i V. •e• s ,,.•• ■ d r I I - D. s r �r+ - •I r- 1' yy Ir • ■■ • I X a r w r 1 • , * classified as Silty Gravel With Sand : a 111 ■, � : I . : • • • fIIII I 2 lit I • -• • 1 1 • ■ r r S. ! • 1 J T■ j' • Pail 20 — - - - ■ I 1' e■ •`r! •, I. I'• .If r II .• c I . /IJ�f��-•�I I�I�51 I 1" " I• LtI_ 4595 - Y� 25 I , . . . -.. SILTY,SAlagaa_Tan brown, moist to wet, loose to medium ri dense I S. a I I u • • t ,� 1 r - 1 • . • ■ I I •+• ■ 1 r • I ■ r .;•• S ` • f Ir^� at r 1 1 • •■ ■r • dI • 1 • I } I -- r35 I • ! r y - — a I • l •r r I •• • • u I 1 I I • • •' 1 I I • I n .fr wi 1 I• • • I • • f ! ' XI • ! 40 I r - • • -I . 6 «r ■ dS ,f .. ■ r ir f' ■*ofI 1 r r 0 $ 1 . T e I 11 oil • t 41 • a� . T • . at • 8o 1 • JI ✓ LJ • ■ YI . 1P 7 44 • rkI I I Continued Page r �s Next Page I I I q, The strati trop lines represent the approximate boundary linen V between soil and rool( types: Iiat-ittu,, the transition may be gradual. 1ATRLEVELOBSERVAT1S*JSft, BORING STARTED 11 ,71-01 I BORING COMPLETED 114-01 IR JAG rerracon --ie, Initial Water Level Reading i- ,.. - APPROVED DAR a JOB it 2001 5242 t i i I - 4�_"a_ 1"�ti.7-.tr'L -mil:1-n� ro..--a lam+.�—•s f-.rs■r l u l ai s•.a'.a.4 l iu.F: _ a _ a - rr , .Imo„n- .a.. ". • . • . • LOG OF BORING . CLIENT ARCHITECT I ENGINEER Dou and Darwin Derr SITE ME. Corner of Balsam Avenue & 8th Street PROJECT • Miresle i Colorado Derr Gravel Pit L - - e TEST ■ !. 1 0 S s � F II TI J n aq Elag. 14 e Z„...- 0 uj ia aL. li Z I. ; (13 P r. iii i5' put o w a g i 3 ,p_el. ({i�lj7 ti 0 O D 2 ia, ' cc owl 3. 0 Oa. DO . 81LTY iiiesND trace GRANkip, 1 56 Tan, brown, moist to wet, loose to medium, - dense 4574 5 5 I ro SANDY LEAN CLAY i Tan, gray, moist to wet, stiff to v+ r ► stiff i A ;al 45 0 , • LT SAN I IY1 :`• t i: Tan, brown, moist to wet, loons to medium I c . 111 • • t t e+1. dense r i� .". i ! I A , a r■ e t i ;,n. •. • • e f t f • 1 R 1 e • • • • 1 • 1n " Si •t t •1 1 T f 70 P }1 f A1• I ti .. ■ 1 • .1 • r • I I I. t - II • f il PM . I • • 1 ■ i a a e p �. � i • • • I 80 j •u, • 81 ,' - _ t OA 82 WEATHERED SILTSTQNE/CL Y TONE 4 i ___ Gra moist moderate, hard hard - ! 84.3 J}! y7�' �I Gray, moist, hard to very hard 11 Intermittent Sandstone Lenses BOTTOM OF BORING ! , i i w ! § . lI II I 0 I ! a r fi 0 The stratification lire raprosent the approximate boundary Niles Y ' betWelin soil and rock types; inset u, the transition met► to gradual, M WATER Levee OBSERVAT1ONISc ft v- -' BORING STARTED i 1a 01 it 4,3 WD X. BORING COMPLETED 1 al iierracon Sr 7 1 i O V , ! RIG CE-7 : FOREMAN AIRS RS initial Water bevel Reading - A►PP OWE DAR JOB # 20015242 ?5■ 2 i I iii _ 1 LOGCFBORINGNO , 3 Palseill 012 I " CLIENT ARCHITECT / ENGINEER D.ou I and Darwin Derr . SITE NM Corner of Balsam Avenue & 8th Street PROJECT Gracile . , Colorado Derr Gravel Pit SAMPLES TESTS S DESCRu n. >. rt 6 ., I i;t. t IT. g IPsi,TIO �! .: 01 Lu > z ce z z r i E 6 I' w 8 ',. O iii a A . . rod. Surface Elev, : 4630. 58 ft w LS < O m - K S LEAN CLAY trace GRAVEL • I A 2$ Tan 1 it re moist to wet stiff to ye stiff 4628 s ram. SI L ith! O w GRAVEL as 1 r• :a. Tan, brown, moit to wet, loose to medium Yal `_SIC +� .. i ,_P dense :a1 e: 1 a � r i• ■e , � ea i ii It! , ■ ■ • 1 r • . e • • r • iea j ! • r r l la � I _ : Us. •�. L..1 } • I. I ri Yea 15 nallinalinialtrilininffila . Cobbles Encountered A P d ▪i Y . . • . . • • le t , I I L � • e r`I 20 l it 1 I ■ •• • LI Y yeti • . • Classified 'e l IGraded Sand with �c - I r ■ ,r rl a Gravel . I F a • ; r e ._ 41 •t ■ r 1 . I so I 5 ▪ rr !!! ■ i • Tan , brown; moist to wet, loose to medium a• • a•,' - :i dense -- -- el . , •; a i e I.% . Y 1 . Y • • ■ e 1 r: Ne I "J ! v ■•• Y •I 1 1 Y it Y ■ ■ n• i • e r 40, . r. l • • • a 1 • . ■ ate, ..1 _ 1 1 z 1 ■ , r J I 'e • S f t • eI ■ a II . ■° e h e : • -S r L _ gAriak "1 elf s. /A i ..e.1 Ten, gray, moist to wet stiff to very stiff 5 Y e I 11 I e, 9 Continued Next Pa ! 0 • rill The stratification lines consont the approximate boundary .IIne I VIP betWeen nit and rock type: 1n+&tu, the transition may be gradual. ,I WATER LEVEL OBSERVATIONS, ft BORING STARTED 11 -e-0 -1 ' L a 4,5 WD I P'LTID {1a8a01 L lir IL rerracon CE- '5 FOREMAN AP L Initial Water Level Reading - APPROVED DAR JOB 4 20015242 Yu a a�..a ..Y��1•r j-.ih 1 - i.:a I S •it - ,: a 1. J —.Z..i—��...-...�� ..__11— ��_.e_ - f•�� r .-r■�flti8■!• +4 ..�r1�I1��Id.Y.�°!��{HGil j'��r�►.��a►�- •-.•. s- .i1 � • i 111 LOG O 3 CLIENT ARCHITECT / ENGINEER Dou . end Darwin Derr . SITE WE Corner of Balsam Avenue & 6th Street PROJECT Greets , Colorado — — Derr Gravel Pit LE - TESTS I — - _+ srtra. _ i I ! IPTIi I m I I ;a ■ ii 111 0 I z - Us w 8 7 Lij[ ' w 2 z z' a a a 5 sor. sth . Lai ig i' § fiLnial ce): Sva. L ) 1 : S.I ! SAND with GRAVEL :, Tan , brown, moist to wet, loose to medium .1dense I ■ I MIME ' : 1 � 1 0 ~i 1 . i I. 1 f • ' i1 i 1 ■ 60 .M• • 1, * Cobbles Encountered XI i ! . : ■a a `i•. a li . . 1 ... •Y. a I i ■ 1 1 N. a . 1 ' 1' • . 1 1 ! 65 ■RI i 1 ya 1 4. . • tl, 1 L ■ !1, •r r ■ i s 1F a i / I • „ a 1 '1 a • M i ,a _ 4 1 .1 ' •t - ■a ■ L1 • •i i1 1 1 75 • ■1 -1 !1 • I r • i it 1- a 1 ■ L . 1F a ■ ■a a1 ■. .a 1a1 I q■ le IIa I 1 a 60 a 4t r ■ ; . H ■ ! Y. • • a i 1 .M 9 a I s P I a 1 t i • 1 1 i 1fr I. 1 s p• I i 85 I I r I , r 1415' I :C9 A; 87 SI4543.5 - Gra mole; rnoderatel hard son I $ rL T T I Gra moist hard to ve hard 4540.5 90 iiiiillallYSIIIIIIIIIIIIIMINEF1 'BOTTOM OF BORING MIMI . I a I i I 1 �• I t i i I 1 I a 0 The stratification sins represent the approximate boundary lines between soli and rock types: inotitu, the transition may be du h. . er, ii WATER LEVEL OBS'ERVATIONS, ft , BORING STARTED as 31 1 Iliar 4, 5 WD X al r BORING COMPLETED 114-01; lierracon RIG CME-75 FOREMAN APS .I cr pa, CR . - - - Initial Water Level Reading i APPROVED DAR . JOB # 20015242 I Ft LOG I F BORING NO. B1 gal i 02 I CLIENT ARCHITECT / ENGINEER _ Doug and Darwin in Derr ISITE WE Corner of Balsam Avenue & ath Street' PROJECT - . - - ret!! , CoPora l'+ Derr Gravel Pit SAMPLES TESTS I 8 _J 0 I se los g cii. O ! 2 I ra 0 c:-. O Pz >N. Ow Oct O1 _ pro Approx. Sundaes. El ey1/4 : 4628.24 ft acsis , lit m 8 m z f SANDY LEAN C - trace GRAN Tan, gray, moist to wet, stiff to very styFff Y� _. ,0 .1/4 5 .er I T C it G , ' , Y Y Tans brows, moist to wet, loose to medium Y . • Ia iff as Poorly Graded a1 with I I r Sand y at u � a • . . . I If sr e• • r a • •• Y ▪ ■■ . v s - 1 • Ir a" { r . I I 2 AC 1 y ii 46O3 I IL SANi trace GRAVEL EL 25 Il I 11 37Tan , brow; moist to wet, loose to medium JAC ,1 I 3 A Y { 1 35 ,e.S+ AC 4591 I SIIta ` $ANC 'Ml ► ''EY 1 I Tan,; brown, moist to wet, loose to medium dense 40 - ; - Classified ed as Poorly Graded Gravel with I i 5 A Sand I 1 46 6 AC 1 t 0 { i1 , - +579 IN, sais� • ' u r The stratification tines repr ► the approximate bounds Ones -silt - bin ion and • =k types: inissitu, the transition may be gradual . _ z WATER LEVEL OBSERVATIONS, ft s ' BORING T ARTED 1 1=1'411 BORING COMPLETED 11 ,-6411 r AIL T I erracon FRIG LW-AR 1 FOREMAN ARS2 APPROVED DAR, ! JOB # 2oo15242 , c a _- - a ..ace ....3... ,..yy.a�. 1'4 1. .° ._ P.l.._,t..alat�r..rte• e - -rr ..�i ce - . .a.. a. �.+r,'.a �.. •. o_ _ — _ _ I li _ LOG OF BORING NO . B1 CLIENT ARCHITECT / ENGINEER I bout and Darwin Derr _ _ I SITE WE Corner of Balsam Avenue & 8th Street PROJECT Greek , ? Colorado Derr Gravel Pit SAMPLE i - TESTS I F , O -•rii. ' I DESCRIPTION � . - I z• a I" Illi > z re U.II Z Z I ' i i t CO O a I-. g a a a, ui , I 2 2 2' tiu % a' g8 Si if, , I AC'��' 1'r MInt 1:1 • - • ■e r . . ■ f , w r .+. ' IEFACa I ■• . dense 55• • u • I. Classified . .TGraded Gravel I [ - - ::' ,:a:, Rm Ilt • ■ ! 1 LI f , e y• + • r t •f ■•y ', a • a i . f • . V. 1 ■ 4• i•^ f r •, r a 4 • , ,a ■ •al , . , , i I t. ■ I : a 1 e •• INi t ▪ ■ 10 AC 1 •• .r • ■' 1 • . I.• I a •• •4 ■ • s I . a • til 11 AC if e• • . r • • c •• a, ! • a ' ia.•i r•a. I ■ • .• C I. Iel ▪ • NIP I • ,II 1 L T 6 r it 12 AC + y• • i - _.e4 'E!► T RED, I LJ c LAYsTO NE 4545 I Gra moist moderate! hard I Si ilENCRIIIrra Gray, tan, moist, hard to very ford intermittent Sandstone LensesI BO - 4 iBO - NG I p I i , , i § i 0 i I a stratification knot re t the apprecdmate boundary lines I -w" between soil and rook types: insaitut the trtaialtion rnay be gradual. i ■ L �. r s I VA 11 BORING COMPLETED 11 -8-01 ai . IL Uri r erracon • 1321 APPROVED DAR JOB # 20015242 a • I is i — I Pt B 6 P I LOG CF BORING NO. B2 ' - - Pa ! e t of I CLIENT ARCHITECT 1 ENGINEER , bou::1 and Darwin Derr SITE Nit Corner of Balsam Avenue & 8t l Street PROJECT Greek. li Colorado Derr Gravel pit SAMPLES TESTS 1 o DESCRIPTION o I la C I on rot, trill z a aR on 02, us O tg gib. =• f� ) Surface a 8j pLLJ SI 3.! 8lia EL73 I cii ir,- O ri— >it 80 il �� i � M �14p �� T.i ��Y�• i �� Ye � � � 4�d I � 1 Ferw) I _ LAE AN[ JIg: PA.YEL a , Tan, br�c , dry' torI�aIst, toos - i I 9 � I dei .5 I + '� . II. w SILTY S 0' with GRAVEL IFI i : . . Tan , brown, moist to wet, loose to medium , P lig II • r dense e. J■ '1 y i - • l . I . J▪■ r 1 0 . I iF L- se . e M rrI 1 ■ I �p f ail 11 as 1 9 h • r 1 I al•pp ! r▪ .:4# • r rte { • J Classified '' ' IIGrad d I7rl �l k ■. 1 Gravel - d: a .I 1 1 _ 1 1' fr• f r 1. I. i • , I II 1 •' .■1 ■ I I.I edam .11 ae � 1 I I , . • • 1 � 1 4 r I y i� - - - - � :: .'r *. . a 4 'I . ,JI a,▪ •▪ r. 'MI - ■ p :r .. • al 91• f I ■ ■ ;V:: Y . I • 1pr 1pv ' - - -C ■ 1 -4592 35 rl ar. prk 37 7 A. J Y 1 poiI eicli rid 4 Tani trowni moist to we-f, loose to medium dens 455 8 AC ! :.: 1`; I TY' AtIIlD It Qt:ffin I • ■ ' Tan, brown, moist to wet, loose to medium •� •r. • • ■ .N I t ;• � ca ....• xi". =■: I I § L r I 1•'• • •O ' • � �• •. 'us,. ' • 1 I ai i i • 4 Continued Next 132 . e 3 I The stratification fines represent the approximate boundary lines 5r between soil and rock types:: In-slid, the transition may be gradual , 5 WATER LEVEL OBSERVATIONS, ft BORING STARTED 114641 - BORING COMPLETED 11 -6-01 WL I I, , Ilerra LW-AR FOREMAN ARS . 1 c n RIG C3 : Ea _ 11. APPROVED DAR JOB # 20015242 i I i ii1•�1�--- —asl _ -i- J r�•.�S- -s.■�= I:M..�i•,w'.�i rt�1 r'!wp•Nk+rl �I,.e-� • - PP • I �. - ir ill _ LOGOFBCRINGNO, B2 CLIENT ' ARCHITECT h' EN rN EER Doug end Darwin Derr I I i T E NM Comer of Balm Avenue i tree PROJECT Greeley, ColoradoDerr Gravel Pit I SAMPLES TESTS O 0 i I L .i DESCRIPTION i w d El l ' l H z iL�.{{��-nn.6. Itin usii > Z 0 Cep.' E , az I arn w ,?) IS W5 ix . 8611 0CQ so C3i at 3rd, r▪i Tan, brown , moist to wet, loose to medium 10 AC _ t as f, r i■• C. * Classified as Poorly Graded Sand with 11 AC I t. : feel 5▪f r . M I. • ! I I a 12 AC I ■ i • - I Pa i. ■! i • 1. i 4. 1 + e I • • 1• ;• I 13 1 i ■ Y I k• a i▪ ii ��P7)7 J��l ^[ Jam{ _ - f .5 - ■ i a I M ANE with GRAVEL AVEL and C98BLES i ; - -&v Tan, brown, moist to wet, loose to medium A 8 i dense r I r • ` rte 1 I4 I J mn • •• L G • � r •• 1 d • 14 A: , r i 1 u •• . , 1. .•f f .I s i f I III i • I Os e 1 I81 III 1 AC al•1 , - e2 T cRED _i1T T I EJ L iY TO IE 4547 : : Grays r tfi`todeef '` hard 4546 IIIIIIIIIMM \lo T E , Iii I is tan,,moist, hard to very hard 1 BOTTOM OF BORING , i I 1 I 0 is 0 I . _i an I F; The @fabrication lire represent the approximate boundary lines between soil aid rock types; In• the transition may be gradual; WATER LEVEL OBSERVATIONS , ft BORING ST AIRTED r IN �, - - BAR JOB # 20015242.k • FateI oft R �i1 ' ! fitif' III I Doug and' Darwin Derr SITE NIE Corner of Balsam Avenue & 8th Street Greele a Colorado Derr Gravel Pit SAMPLES _ • O • I 5 List io >88 Wt. IS% in: Ma Z ImM MI QV fill7 Cal 0 Liu ap L!JTaws 1 uj O Ed I LIP) GO Di 0 D Z o 0 0king 0- : 25Tan a ra moist to wet stiff to ve stiff SAND Wilt GRAVEL _ a i sr •se t•1 II ' i'n, •' • tIfs r I browns moist to wet, loose tom 1 • iu f " • a A Classified as Poorly Graded Gravel withSand _ III •r 9• 1 w •y • ! . ■ ■ • Y •0. ! • a T y■y I • • r II 1 it • •• • r mod - AC _ I' I PPP ti 2* el P •"• o� • ■ e r ▪• a ■ 3 . . " d1 • • I all J. •.J . 15 3 Ac I, i 4 . • • DB so • . III t 9i 1 "a ■t r 1 • a h Y n le i - • I " ■ s bn 1I :. : I ! • • r •. . J • I ▪ l . • • AC I P le ■• t• I • is • • I • , a i• II 1 r .1 I am 25 i i .. . _▪i * Diassffied as Well Graded Gravel with 1111 r • ' •,• • • Sand a ° r I • " ■• I. e ! • 1 7I •• . •is I •" / ■ ■ e a •• • • •• I - .. u 1• a I•I. a M • ■ ■ • le ,« • 40 - - a riff a ■ . r • a i / ai ■ •SIP ▪ n • • r • !•• a e Y . H 111 I I •• • i0 • • ■ a ! •• •. n • • f I es I • �, • II1 4.. 9 • -Continueid Next Pa . o H ate' : - ., • i r : The stratification i!rr -,r the �pp� rn�t+� boundary lines . ' between Boll and r'ac5< des; in-situ,, the transition May tta groa+dva1r BORING STARTED R i L - FOREMAN' AFB W. P' F DAR joB # 20015242 i 1 i. III LOG OF BORING O . B3 CLIENT AIRCytTECT 1ENGIF4EE R Dou so and Darwin Derr SITE NM Corner of Balsam Avenue & 18th Street PROJECT - Greele Colorado Derr Gravel Pit SAMPLES TESTS O 8 id Olt z ,at it°, I 0 z ;x It'N D gz I1L 0 z >,- CM I cc 0 8 S 2 IL-44' :t9h- c-ri4 g8 rg: gilt; laNh "� Tan brown mo y�,,� I ,1 , I ; I 4° . dense i6 4 f • • . 1 55 • • .e I - f F I• • ,' •1 I. f■ • 1. ■ • f all y • 1 • • �F r e : 1 1 r 1 a • •■�•1 i A I Y I 1: y!s ■�■ � ■ ! • r 12 AC 1■ . 1 t •a 1 � I I SAND with G R AV L Ira e 011 Tan, brown, rn Ist to wets Ioose to medium * 70 nls! Classified asF ri ' GradedGravel + ith nd 13 AC rntcrrnittent c]a Lenses 14 AC a -101 ;.. I K e Tarr, brown foist tt wet goose to medium S 15 AC , . dense ' II I- • $5 ' t e , M t I9° BOTTOM OF BORING I • - i I in 0 I . 6 so Mliarrairra , 0111111.11111.1111 i - E t i it I ea i s4.1 stalk.:HHon line ropretent the approximate �r� F b t n 11 an r l �nr au, the transition i WATER LEVL OBSERVATIONS, ft . BORING STARTED 11-641 -4 L : Nip t S 1217 V iierracon RoEiNG COMPLETED 11 -01 " I L eAR FOREMAN AR - APPROVED DAR JOB * 20015242 I i I t J . . LOG F BORING NO. B4 Patel CLIENT ARCHITECT I ENGINEER Dou • and Dar +►in Der _ - I SITE Nit Corner of Balsam Avenue & 8th Street PROJECT i Greele , Colorado Derr Gravel PD. I SAMPLES TESTS 8 ..., 0 co e 0 . DESCRIPTION tii.,..; m . sed iii a 4 I I r: 'CO lin p tn lag uj E agOw I * 0 ti. 0 Fa O al cr Z in a A ro . Surface EIev/ : 463147 7 ft a In 2 ix 0 Oa M En LE , I CLAD tr 'E� (al Tan, ra , moist wet t t1 stiff 9 I I 1 . I i X11 Qwjth GRAVEL, .. : i• ml d Jl1■'Yi�.L I.1�� loose I IN . •■ Tan, brown,Y IY 1, moist to wet, l ! osV to medium - -- - - - _ ------ . • I,6 Y ■ ! dense 1 A la , 111 9 . • i•is Classified as eli Graded Sand with Slit and Gravel I •Y y H . "� • ! .r J .• • •i-- y... w • 1 • • d • ▪ J -ir I 1 I , I i - 1't . ■ •2: ■ 4 • ' 1 a la - • a + - r 15 - -- - -- - _. • 1 . I4■ t� il Y r P .. • • r 20 - - - - , • • Y a4. . 41. Intermittent Clay Lenses 4 AC .▪ • • • Y• . • a .I i • ! I .t - u 11 i . . I . If .• i !' I . 114 1 . Classified as Poorly Graded Gravel with . 1 1 n I •■ Y.i • ' -I ▪ F + ' ■ ails . ■▪ r ■ ,. I . a I .i ...• t. Y .I • O n L r 1 4 .. 414 I -■ * Classified as Poorly Graded Gravel with 7 A • e Y ! ' • Sand 1 ■ f.21 ! • + r , ✓ a . ▪ - p■ I �I � � _ ■ 1• I r• t + ▪ I •I 1 ill1 I 1»_ ■ • , lit • i •.t I I I i IL ■ •a t : 1 I r 2f, + — I I I I 1 + ' ■ 1 . . a . i Illiii I tCO Continued NextP ,1 I The Stratification iir1et represent the approximate boundary lines I , between will and rook types: lflasitL, the transition may be gradual_ rusi i WATER LEVEL O13 ERVATrO�N , BORING STARTED 11 -6-01 • ;. IMF s BORING OMPILETED 11 -6-0"1 oil - - g la I V , 1 re lir ars limichI RIG- LW-AR FOREMAN AR APPROVED DAR JOB # 20015242 • • • LOG OF BORING NO . B4 __ - Page 2 of 1 CLIENT-1 ARCHITECT / ENGINEER 1 ‘,.._ Do u g . and Delwin Derr , ;L ISITE 1\i/E Corner of Balsam Avenue & 8th Street PROJECT _ _ i Greeley, Colorado Derr Gravel Pit ca X SAMPLES TESTS 10 I o a DESCRIPTION i m _ Eli a , ' , u„= 0,,a itg g 2q. crw gi: 3z L g ' 'et co E", a W ' >, walk' i C L8 2 t 2 , 4 Lig 4�•y4� ' 1p'i�. Zr r� BEE _ _ _ - — - - - - - - - ..tr- -10 A• :::, ::: :::. COBBLES e• Tar., brown, moist to wet, loose to rn Iurm 55 -- ,1 ▪• dense 1 r • 1•▪■ •• .0 I * Classified as Poorly Graded Gravel withSand - a • il s -r M • all -' l t Y w 1. d Ts • i . .' 6 iii _ I 1 _ ■ . I12 AC 11!•4! t n■ , t . 1 a ry• r_ • ie • , . •.. - . 1. IJ ' 4 ,! r• t IIi di • e , I . a . •1 4s - -- .- I • t n• � I 3 i. 4 4 t . a e ":1 a° r t • 1 II 1 Y ° ' • 'IM ■ 1 • 70 o e + s, 14 AC I n4559.5 I ' SILTY fiNp with QR ►5L, nd_ _COBBLES ••• •4� °, 'Tait blown, moist to wet, loose� medium: ,,,, . II 4.3 dense ' " _ - 15 At , 4 ! • r ■ .' - I r •° , .,r, • P.P4 t - rr I I i •r' " a m • ° 1 . I I . • ma a et r ■ u . II •■ 16 AC BO • •7 I f r.' r4 ! ■ .e ° , I A '• r I • ` e r • •,I L'. • 57 4544,5 17 A � .I BOTTOM OF BORING o E. r I , I I . ' y�1? tY lI sie �� E I e , r •. 1 T" - - -. I +..3i Eli The stratifftalion lines ra,preeent the apprzodrnale boundary lie pesi between soli and rock e1 hasitu, the transition nay be gradual. i WATER LEVEL OE 1RVATIQ S, ft _ , BORING STARTED 11 -8431 ! S� ' 'L X BORING N COMPLETED i 1 - i RIG LW-AR FOREMAN A S i err acan0 I[ WL ,;APPROVED DAR ' JOB # 20015242 14 I U.S. SIEVE OPEMNGWINCHES I U.S. SIEVE NUMBERS I HYDROMETER 1/2303 3 6 10 16 30 SO 19° 1402°C3 8 4 3 1 IS 1 s� � B N 3� b W 11111111111 i _ , k 1 Iiii , P llir111 11111 8511 Ililll1,111111111M illS1TWill_I 111 I 1 i , _ a,. I 9: 111111111011� lnini � 1 iifliiimmineme _ 01111SON F__ _ Ufl_�maii I 8° 11111111111 1 le illtilla 11 HMI II 1 1 Mt 11 It11111 Ili , I 70 � �1 Sit NI1IU_ t� I1Hm _ __i ;� ii ' ��iii�ni i IRS � �� (LW� , IllK!It_1! �1i�i� ��i■�mii� �� I �11� i MII�■ II � 1 III 1111111 1� 'I IN �IIIIIitO ■ i �rall q t' II � � I MIII� ■,5lilt . IN _ y IIN� � IIIUI It■ hi ': � IMPAA'i1 IIIII _ UN i Mill 1 IIIIMBH11111 FlUII I �III, -- - - �I 1 11111. i I I , i Ilium dintillill 11 i 1111111 111 NM 20i ' i t a in a ihio R -....4 il 11111 111 li iill Mialliiallill III 111111 i , ,, , • � o Hill• 1 . „, , t 1 M N IIIII iIIIIl1��i�`alll iii 1 1111 111 � 111 .111,o 01 0.01 o.�, GRAIN SIZE IN MILLIMETERS COBBLES GRAVELSAND SIT OR CLAY ' _ _ roam RM I comp medium tine I Specimen Identification Classification LL PL PI Fan I a1 B.Oft POORLY GRADED SAND with GRAVEy9P) NP NP NP 0.66 1842 , m 1 98.Oft . i .. . n -GRADED SAND with SILT(SW-5M) NP NP NP 2.49 S0.13 ' • 2 10.0ft SILTY GRAVEL with SAND(GM) NP NP lP - Q 2 _ Bp,Dlt SILTY SAND with GRAVEL(SM) NP NP NP -- 0 3 24.Oft WELL-GRADED SAND with GRAVEL(SW) NP NP NP 1 .23 11 .34 40: Specimen Identification D100 D60 D30 D10 %Greve) %Sand %Sill %Clay o Q I 9.Oft 25 5.879 _ 1271 9.$79 14.0 53.0 3.0 Ii ; 7 S9.Oft 25 0.955 0.474 0.094 5,0 88A to I •. : a Z 14.Oft 37.5 7.417 0.85 48.0 38.0 'f 3.0 � 1 2 2 BO.Ott 12.5 1 .408 0294 IMMIll 15.0 71 .0 144,0 , 1 � 0 3 14.E19 3.136 7 .x32 0. 277 2800 88.0 400 i i GRAIN SIZE DISTRIBUTION hire, i IMM Project: 06*f Gravel Pit j I � rracon �otb AN ?9415442 B Comer ofaI5am Avenue & 6th Street Greeley, Colorado 1 � Oate : L6-02 i i I a P JYp 0 U ,S. SIEVE OPENING 1P1 INCHES I U.S. SIEVE NUMBERS I HYDROMETER ea 4 2 ,_ laws 3 4 B 1° " 5� 1 I 1I 1 i 1 Illi 11 II 11111111 IIIIIII i 111111111,11 i I I I IN 110111d11 H IN i 1 1 1 OEM I . MI , I ' 1 - IIiIii_'L I I I " 14 : i 711 II Hi 11101111 1111 11111 111111111 11111 III ' Has illi 65nsr _ I 1 1 I_At 1 fel Ilia I Is 'c2 60W III Milliallildli11111 1 11111 MIMI - HE i - 5511 1111,11111 Ilk 111111111_IllUlt 'I I illi I, 1 IIII HURl 11111111,111111 11111 E11111111 , IlK ' 111 MN MI 1 1111 IN MTh Nil BEIM a 111 i '1111 ION III i I , _L. ' 1 31 II H111111 MIN la 111111 ' I MI Ili MIII Mill III ill N 1 111 I 11 . 111 1 111 It 11111_ 1_ 111n1_ -viaNNI1iI_ Ulit 11111 IIII II 20 0Willi. 111, illiatt 1,111 itii IIII� • 000�/ 1 I �l- - /- - t JI I Ill -�� 1 I__I 4 � 1RIPy i1i1011 III i � �51 1111 III Ill 0 , 111 ) 1 ` '�H1 �I _ , I 1 we 1 „ 1 0. 1 0.01 0.001 GRAIN! SIZE IN MILLIMETERS ......._..... GRAVEL i SA D ��@.. �. - - i I SILT OR CLAY I ►r rod I- >�Ir m dtu6� f inel -- ---- +--- rrf .e-----Ism-sties._ _ A P Specimen Identification , Classlfeation LL Pry PI, r Cc r Cu i Ell 10.0f' POORLY GRADED GRAVEL with SAN GP) NP NP NP " 4.06 4t99 ;' CIO R !+ 4O Oft POORLY GRADED GRAVEL. withSAND(GP) NP NP NP- - L7. -r7 17.32 i; : A B1 r 55.Qft ° RL -GRADED GRAVELwith SILT and S D( P'-G ) NP NP NP ' 0,,85 7 2L35 BZ 15.0ft SILTY SAND with L(SM)' NP NP NP A k ' B2 29! 0 WELL-GRADED SAND with GRAVEL(SW) NP NP NP 144 10.67 Specimen identification D100 060 t 030 010 %Gravel el Sand I i Cla y I Filt Bi 10.011 50 _ 20.62 5.993 0.425 74.0 23.0 .0 i 1 B 1 40. 75 1041 2.202 D. 01 54.0 45.0 ! 140 I 1 . ' _ 55 75 P 1 .85 0.425 5140 44.0 to i B z 15.0 ft ' 425 0.425 40;O 40,0 _ j 20.0 1 in 20.0ft 37 .5 *I .92 0.629 0.18 26.0 71 .0 3. GRADSiZE DISTRIBU I El Project: Deer Gravel Pit 4' l'n4 erracon i I Site, WE Corner of Balsam Avenue & 8th Street Greeley, Colorado Job 20015242 • • I iul, , tir___ _ _ _ _ _ __ , Date : 1 -8-02 Y . -_•t as a iM v tS iaa ..•fY.-f.! _ --..aau.f a.aufr. l44,$i+ ..&i -. .. , , Mme" r. y a. U.S, SIEVE OPENING IN MOINES I U.S. SIEVE NUMBERS I _ _ /I 1031 .2. X1 ,5 9 314 1412 3/6 3 4 0 819 1410 _0 3' 4 1 140 200 [ II sCC � •iiiii__ _ I 111111 ENE I1111 L 11 ,111 fin I i la i sc ' 4 1 , , : , ,III II Ilia Ill III III n11111111 I I .85 . Milt =H. I _ 11111111 - ill ! 111111111 ' I I i 'IlanIII lb 111 11 11119 I Ili:111 N, 1 kill 1111.1•111 ill ' 111 IIIIII r : - IIIIIIIIIIII " I I 11111111111kAil tall 1111 ii au - o 60 Mill 1110111 Ilk i III Mill ! 1111 1St= i w 1 . ,1 III . am . A ° ill�Iiiii _ itTIuiff . 1a Ci l MEM , 111111111,111111111111 I 1111111111 II qr `p -i, SI_-S I IN i I Hun . _ . , _ _ _________., , 35 i Iii& W i, Lid! II :111111 a lIlt I I Mill sn------: ,i 25 will _ Bill 101 IMIIIIMIN Eli. i M III I .. II _ 111 I 4i, Alt, 111111,111 IIMMI II INNIS is MI1o�1 mitiuu I SiMb!$ _IF P 1111 Walt , ' 4 i II GRAIN SIZE IN MILLIMETERS GRAVEL - - - � �n� SILT OR CL * I i ..�1 0 ' Specimen Identification Clasacation LL PL. PI Co Cu i ' . Celt 62 55.0lt POORLY GRADED SAND with GRAVEL-MP) NEB NP MB 32 66 1 . B 'Il3 '5.Oft POORLY RA.DED GRAVEL with A D( P) P - .. NP! NP 0. Q 46.19 , a 83 30.0 WELL DED GRAVEL with SAND( ) NP . NP 129 9059 i hike ' B3 70. t POORLY GRADED GRAVEL with AND4GP ) NP NP NP 3083 66.51 v40 84 SwOft WELL ED SAND with SILT and GI VEL(SW ) NP NP NP _ 34,04 42.30 R Specimen identification i 0100 D60 D30 DIO %Gruel % and %Silt Cl ay § i B2 55,60ft 6 . 13w879 _ 1451 0A 49►,0 49,0Ai m B3 5,0ft 50 19.63 ' 2139 : 0 .425 63.0 33:0 4®0 A, . B3 3000ft50 10.41 I 3S59 LOSS 66 ,0 no 1 a0 Lh -- - ' - - en * 83 ' 0 . 100 56.537 38A94 0.85 67.0 14.0 2,0 Ind Ito 84 5. 25P - __ 3.172 0 .85 0 .075 33 .0 57.0 10.0 , r r GRAIN SIZE DISTRIBUTION t L t0 errecon at Project Darr Gravel Pit Site , Nee corner of Balsam Avenue & ath Street Greeley, Colorado .,fob . 20015242 r Data : t t84J2 __ - ate. ' U .S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROM1ETER ts 4 31 .5 t3/I f4va 3 4 0 g+a 14, 16A30b so 6D 1701d0 200 , °° I ■ Sn HU 1111111011 I Hg H 11111 ±' III _ I, ill I l' I 111111 I HOU 11 MI Fil: 55imm t 09 1, i . ,i, _ i imi FAO NM II mit . , . 85ii la." 011111 pm lam" ow 'El au it I , li 6 , - i I 1 Milt NUM HIM 10111111111111 111 , 75 I ' i I I il i Ill .11 11 1 11111E 1,11 il , , 70 ;= 50 - miniiiltoin m t mum , imam i-T:� `� 1��1an11� I11�� 1 Ip�1� liiiIli■�Iill�� , I ft irimite � ��;1� �1 111��111mm 111 ■ 40 11111, i: , IMO _ ming=IIIUiflHlII I I - ll I I � 1 ■■III iii11►'all I1111 11111 NM II III 4 lit IBM NM lilt 1 i IMF i „ 1I1■■IINIIN i ii art__iiouu �1161111 �IIIII,a v HMI IIIII11\wIN11NO 'IllIIi - 1 1 IS MIR 1 111 OM IIIRMISIII MI 111 , : 11 ' - i i HUH I NilM111101 NI tlialIPA It litS ' . .10,0 10 1 CO 0.01 0,001 1 GRAN SIZE IN MILLIMETERS COBBLES � �'_�— SAND SILT OR CLAY i coerce rna , wem � meelum 7Ya i Specimen Idantlticgpon Classification LL PL PI Cc Cu I • B4 25.Oft - 00RLY GRADED GRAVEL With SILT and 8AN0(GP-G SNP NP NP m.90 72665 I B4 06,0R POORLY GRADED GRAVEL with SAND(GP) NP NP NP 0.34 3816 B4 56.0k POORLY GRADED GRAVEL with SAND(GP) NP NP NP 0 ,44 7433 EMI i MM. i ' I � I Identification 0100 D80 030 D10 °kGievel %Sand %Sift I • 1 64 26.Oft 50 10.E87 1314 c..t3 53.0 40A 7.0 lc B4 36.6875 _ 20.686 2.244 0 .62 67A 42.0 1 .0 �1y B4 $6.Uft 100 38,718 2363 0 .578 57.0 $5A P .6F i : . Ma : GRAIN SIZEDiSTEuBUTlON 14i R � �� 0� � Project Derr Gravel Pit site:NMComer of Balsam Avenue & 8th Street Greeley, Cvierativ ' � Job At: 20015242 1 Date: 1 .8.02 r a ■ 1 Sheet oft II Bore6� C+ t pt L' quad P �t �t�'cit -size Limit I Limit index %c#200 US Water I Unit Baer-- 1 Class- Content INa ;it'll ation w ■ io (pet) (%) 1 i 1 1 � 9 .0 I it� 1 NP�1 i P - --- - - - P 14.6 1 14.0 1 i - 19,0 anal 15.1 1 29,0 111.111111111 .111.1 - u P NP I 25 R9 SW-S 17 .0 111 - 29 .2 . , ' ' i .. I 1 75 .0 I . 2 I 4,0 = - - - I 15.4_ , 1 (' , 15.0 'in. Tr,niet t I 2 ' 34 ,0 ' 'a - 21 .6 1 1 80 ,0 P NP SPA III 1. 8 ' 10 . 1 si 13,3 3 _ 24 .0 NP NP NP 19 if.i 4 4 SW 15 ,4 an sin ell 54 .0 - 16 .4 6 �• 1 Y�. 3 6900I 111 illi • MM. 47 1 111111 �//�''yyrr I1a51 fit' 20 - - - - - - � INN1111•11111 1!I �'1 40IT! NP IMP � �lF� � 1 ;;= P �I1� � _- _ H_u: I GP-GM 2 NPP JP '. 5 i 0 - illell! IB . P NP NP �t� ,� I E33 5 .0 NP Mill NP 50 2 ' 4 GP , 00 NP NP NP 100 i - 64 : 5 .0 NP _ _ P NP 10 1 I ii 84 25.0 9"111 • 35 ,0 Ell !: NP 75 am. GP _ _ i , ..i g , B4 1 !P NP NP � I in P a 0 g 1 • � ! YMMARYPF LABORATORY RESULTS1 onProject: Derr Gravel piy, Colorado t t Skew M Corner of Balsam Avenue CLII Street Greeter . , Job It 20015242 i , . ' Date: 14 els Slenne Subsurface Exploration Report Proposed Slurry Wall as, Sand & Gravel Pit Part of Sec 4 , TSN , 1( 65W , Grecky , Colorado Deceniber 3 , 2006 Two RiVerS Testing , Inc .. 1601 37th Street Evans , Colorado 80620 (970 ) 339 -4092 T `' TIV Of Rtvc. rs Testi n litc. . +e z�a,► 169 I. 37th Street \ Evans , CO80620 i1 (970) 339-4092 it Tr Y J. (970) 339-4762 Fax December r , 2003 Mr . Jar in Derr Dust & Dirt Excavating 641 North 1st Avenue Greeley , CO 80631 Re : Proposed Slurry Wal Part of Sec 4 , Township 5 North , Range 65 West , 61h P . M . Greeley , CO Dear Mr . Derr: We are pleased to submit thisSubsurface Exploration Report for the site referenced above , as you requested . Based on our investigation of this site and the ubsu rface conditions encountered , it is our opinion the site is suitable for the proposed construction , providing the design criteria and recommendations set fort in this report are met . The enclosed report presents our findings of tie subsurface urfa ondition and our recommendations oased upon these findings . Sincerely , TWO RIVERS TESTING , INC . _ 4 ;. . 4, Lek 1 . 4 Oj�k-• Y '', Z\4 � _, 9 am' • ^'% • • i HA " • /4V ? eJl 1 1 i va du i �l L' Tom Cope , P . E . VI i fle ms u fi rtt e= President ', . S.rw 1 S'„ire)� ti p, h r r - r�. r1 1 t"1.11 I I 1 i - �: L i 1Lp\ Cc : 20'06 -201 P _ 1 i ;e * . i r1 Subsurface Exp [lc-nation Report Proposed Slurry Wail Part of Section 4 , Township 5 North , Range 85 West , 6th P . M . Greeley . Colorado Prepared for: Dust and Dirt Excavating Project # 2006 - 201 Prepared By : Two Rovers Testing , Inc . 1601 37th Street Evans , Colorado 8C}620 ( 970 ) 339-4092 December 3 . 2006 TAisilLE OF CONTENTS Report Scope 1 B a MMMM . MMM in lb Oa AI Site Location and Description 1 . s � ua. anItr■ rr�s Site Exploration Laboratory Tests and Examinations 3 i a a & a G . . a . . . . r r _ . . . . _ _ _ a am Subsoil and Ground Water Conditions . Recommendations and Discussion 3 General Comments 4 Appendix Test. Boring Location Diagram . . _ . . _- _ .rc+sr r r Bonny Logs r eC�'! '• R"!R C R S T E��'��Q�Q T � • _.T. 3 — —i —:s s_ s � a—s Appendix B Summary of Test Results eiG � ?13 i :i � .iwa aF Subsurface ExDioration SCOPE T `I is re ' ort presents the results of a subsurface exploration for a proposed sand and gravel pit east of Greeley . The invesf ation was performed for the owners to identify information that would assist in the instahation of a slurry wall . The investigation on consisted of °filli. ng 15 test borings , inserting water monitoring viols for each boring and laboratory testing of samples obtained from these borings . Information concerning the monitoring well installation is not included in our scope of work , but was being provided by another consultant . The objectives of this study were to ( 1 ) evaluate the surtasurface conditions at the site relative to the proposed slurry wall construction ( 2 ) identify groundwater and ( 3 ) identify becrock depths . The conclusions and recommendations presented in this report are based upon analysis of field a d laboratory data . SITE LOCATION AND DESCRIPTION The site is located north of Fast 8th Street and east of Barsam Ave in Part of Section 4 , Township 5 Month , Rance 65 West of the Sixth Principal Meridian , Greeley , Colorado . At the time of drilling , the site consisted of native grasses and weeds with an cil battery located east of the west entrance to the site . The main location for the sand and gravel mining had been leveled _ SITE EXPLORATION The g of chnlcal field exploration was conducted October 15 - 18 and October 23 - 25 , 2006 and consisted of drilling 15 test borings . The test borings are shown on the Bore Location Plan enc used in Appendix A and include visual classifications of each soil , location of subsurface changes , and subsurface water ley & h measurements at the time of his investigation . The locations of the test borings were tetermined by the client and field surveyed by the client . Table No . 1 provides a summary of the bore locations as provided by the client . The borings were advanced us inc; a " exterior/6 " interior dual wall percussion hammer drill pipe with continuous sampling done through a cyclone separator mounted on a Drin Systems AP 1000 drilling rig . Samples of the subsoil were obtained to determine an index of the soils with the results listed on the Summary of Test Results noting the depth of spedfic soils , groundwater levels and aaedroo locations for each bore . A combination of hammer and reverse circulation drilling were utilized to obtain samples . Samples for use in the laboratory were seared in the field and preserved at natural moisture content until time of testing . TABLE NO , 1 BORE, LOCATION DATA EXISTINGGROUND WELL TOP P OF ELL ELEVATION I ELEVATION TRI BORE # D &D BORE # NORTHING EA TING ( FT) ( PT) 1 1400384 . 332 3232400 _ 544 4633 . 33 463518 3 140013646 . 071 3233172 . 936 4631 ,63 463370 3 5 1400354 _ 7759A71 4629 . 83 4632 .40 4 7 1403949 .048 3233916 . 872 463052. 4633 . 23 1 5 8 1401305/20 A 3233832 . 300 4630. 53 , 4632 , 91 6 11 1401437 . 642 3233152 _ 121 4634 . 50 4637 _ 06 7 13 1401410 _ 230 3232418.749 4633. 15 4640 _ 65 8 14 A 14 010 71 . 219 3232405 . 372 4637 .61 = 4640 . 25 9 12 1401373 . 829 323278 . 833 4636 . 29 463$ 31 10 9 140132&403 3233462 537 4632 . 63 4635 . 43 11 15 1400927A14 14 323324&678 4633 . 68 4633 _. 52 12 2 1400414 . 170 3232770 . 927 4632 . 48 4635 . 05 13 4 1400403 . 192 _ 3233516 , 356 4630 _ 70 4633. 41 _ k. 14 6 1400601 _ 020 3234300 . 43 4658 . 46 L 4661 . 07 15 1 0_ _ 1 1401326 .. 023 3233413 : 749 4661 . 19 4863 . 81 It Northing , Easling , and Elevations provided by Dust e Dirt Excavating LABORATORY TESTS . _ D EXAMINATIONS Samples obtained from the test borings were subjected to testing and obseRtation in the laboratory to provide a sound basis for determinftig tie physical properties of the soils encountered . Moisture contents , percent passing 200 sieve , and the Uses classification were determined _ A summary of the test resu its and laboratory analysis can be found in Appendix B . SUBSOIL AND GROUND WATER CONDITIONS in summary , silty sand with gravel soils were encountered at the surface with varying levels of sand , gravel and cobble intermixed with lenses of clay _ Below these veils , weathered and competent bedrock soils e i+ ted to the depths explored . 1 ) Upper Soils : Varying levels of silty sand with gravel soils exist at the surface to the bedrock encountered below _ Below these soiFs exist varying levels of sit sand , gravel and cobble mixed with intermittent layers of silty sandy day : 2 ) Lower Soils : Below the upper soils , varying types of weathered and competent bedrock consisting. of silt tone and claystone were present to the depths explored . Competent bedrock was present at depths ranging from forty-five feet ( 45 ' ) to greater than one hundred twenty feet ( 122 ' ) below existing surface _ 3 ) Groundwater : Groundwater was encountered at depths ranging from eight feet ( 8 ) to forty feet (4O ) . Water levees in this area are subject to change due to seasonal variations and irrigation demands on andior adjacent to the property . Table No . 2 summarizes the depth and elevation of the groundwater and competent bedrock . — TABLE NO . 2 — SUMMARY OF BORE DATA 14 EXISTING DEPTH TO ELEV. TO GROUND DEPTH TO ELEVATION COMPETENT COMPETENT ELEVATION GROUND TO GROUND BEDROCK BEDROCK TRT BORE # ( FT) VVATER ( PT) , WATER ( FT ) ( FT) _ ( ET) 1 4633 . 33 8 . 0 4625 . 3 45 , 5 _ 4587 . 8 2 4631 . 63 9 . 0 4622 . 6 85a0 4546 . 6 - _-- _ ; I 3 4629 , 83 9 . 0 4620 . 8 86 . 0 4543 . 8 4 4630 . 527.---- _ �11 . 'f '� 5 . . 0 1 , . N 4548, 5 a 4634 , 50 15 . 0 4619 , 5 89. 0 4545. E �� 4638 , 15 17 . 0 46211 77. 0 4561 . 1 e 4537 . 61 13. 0 4624 . 6 76. 0 , 4561 .6 9 463629 15 . 0 4621 . 3 89 . 0 4547 , 3 10 4632 6 3 8. 5 4624. 1 845 4548 . 1 11 .s 4630 .68 1 11 - 0 46193 86. 0 4544 . 7 12 4632 .48 17 . 0 4615. 5 74 . 0 4558a5 13 463070 9. 0 4621 ,. 7 85 , 0 45457 14 4658 . 46 _,-- 40 . 0 4618 5 > 12D _ >453 & 5 15 4661 . 1 35 . C 4625 . E 115 . 0 4546 , 2 RECOMMENDATIONS AN D DISCUSSION Based upon the results of our investigation . we con hide that from a geotechinical standpoint, the site is suitable for the proposed construction with the folio wing limitations listed below : The slurry wall is proposed to be hammer driven with slurry injection . The slurry wall should be installed a minimum of five feet ( 5 ' ) into competent bedrock. or until refusal occurs . Some leakage may still occur through the siltstane bedrock stratum . A + eotechnicaI Engineer' s representative should be on site to verify competent bedrock is encountered . GENERAL AL COMMENTS This report has been prepared to aid in the evaluation of the properly and to assist the architect and/or engineer in the design of this project . In the event any changes in the design of the structures or their locations are planned , the concFusions and recomrnendations contained in this report will not be considered valid unless said changes are reviewed and conclusions of this report modified or approved in writing by Two Rivers Testing , Inc . , the geotechnIcal engineer of record . The professional judgments expressed in this report meet the standard care of our profession . Every effort was made to provide comprehensive site coverage through careful locations of the test borings , while keeping the site investlgation economically vdable . Variations in soil and ground water conditions between test borings may be encountered during construction . In order to permit correlation between the reported subsurface conditions and the actual con ftions and specifications as originally contemplated , it is recommended Two Rivers Testing , Inc . be retained to perffrorrn continuous construction review during the slurry wall installation :, Two Rivers Testing , Inc. assumes no responsibility for compliance with the recommendations included in this report unless they have been retained to perform adequate on-site construction review during the course of construction . 4 A 4 li ' � '. . 1 n I .'I . 41 l I ` 1.� � r 'c • r � �i •�i � J . �.II. i �F . n � I'. ^IJ . . , J . � . . 1 . . � �ti ' i � � ��' •.. r , � � �� i4: . . .. . ,. � :. l ..� . . . ' r�. . l� , i . . • 1 Y r L . IFii1 1 w - f , 4 1 i � f • � f � .. t � . � f � � : � � � t � � .�� 1�. ��. � Y � � �! C � 1 i i . Y I� a . � . . . ' �.. • , i . �. 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Cal L'i Cal _a C INA �L ru C ` { �3o CO fen tti Ira C' r _mot .y: , - o a - - _ . . _ __ .; i :.ei:,�r`i.;%tiVir- J. e+7 • rt. .. a ` ' s'.•Je •.a i�'� tl ' r. -• r - �9 i_yZ 1 I 1 1 I I 1 - - 1 1 I I 1 c-.:c - I I i I I 1 case a s .7cyr."ps v- 1 1 j I F .1r h 1 I I 1 j ti _) :r.,es:_ _,� r I I r r-= r 1 w_ 'a.. I I 1 F 1 :101-------i%!' ! I a:a.. F t ,rirti q` r; I I I 1 1 I xlP�•t,y t*�,:66 �u:ra:ia -i c.I 41 I I I I-'-W ►� l ieha�.. m. I I ' .ii mss ,'$:1 I 1 I s-r_-.r= f I 1 .�).i ie.-a ..r..- },3_. 1 1 1 iI D 1�_-ti d_s• 1 ' I I U :'.f�J':�.yp 1 R I 1 I1 uaj ,r..�• F �..�.ref. 'j:_ •-. ,„„ I 1 1 I 1....-..;.-.:4::::A.: I 1 .a .. . r KF C22. II " 1 1I .ti. `:::':iElii i r I _ I y I r . ..;- I I I I I I ; SILTY - i ITFI GRAVEL 'a'ti c 1 i MI 5 , I I I V GROUNDWATER n . . , I •' , y' N 11: I1 1iL1.y n.e PJtirY"P.` y ` r I GRAVEL WITH COBBLE n t: I i ii rb.• tb . i V I I M t4' + ' 1 4 444 . I 1 1 n 'd - - *tt ' ` I I 1 I i• 1 1 1 I t- +, f . I I (r N i I I 4 '� a4 J N 6 p i I I 4 4 ra M F ' ,Ir 4... ' ` I j I I N 1 a t y +t■ 4 4 1► 1 " 1 R I # qp - ! I I " 1 I. 1 'I • 1 `t . i° '!' '* 1 1 i I I 4 I . 4+4 •1 1 I 1 1 1 r tip * I I L 1 I # I • 15 4 +*. 1 I ( I 1 ##• �. � 1 �) I I I L I • +i•$ i►fi .q d 1 1 I I I I 4-# 7.'l t 0 , 1 1 I i I I 4Ili st. 4' I I r I 1 # �!° t# 1 I I n 1 "' f i+ III-41. 1 1 1 I I, I i 4, 4. I I I w• 17 * tempi I 1 I I I r 4 4 i I " I 1 I, 4 # n I " i I 4+44 I 18 - 40446 . _ I N I 1f I ' f44 19 I I I 1 1 - ** b . p I r I h 1' I I SILTY SAND & G RAVEL VVITH — ',Ail q d"'la a. a I I 4 - . I Ii I I I II 1 �as I I I I I I 1 0ta 41 9 4 I f I P I I 21 6 . d i L I � aloe 1 1 I I • 1 9 eye i i i 1 i a I I I I I I I r 1 8hl s a .l 4 !I I I Laidti4 I I I 1 I 1 ; 23 8 4 r, 4 I r I i I raiawal I?, 4i I I 1 I I I I• rL�M tail% : R R a 4 I I i � I' " I I I I -. _ �iI� II I p I I I I I %odia,� I I I 1 r 1 ! i I I 1 I 1 I t b 4 a ' 1 ei I 1 I M a 1 " I I' J li • I tii�Ii .i 1 i I I r I a , 1 ! I I 11 1 +� r? ti?t I I r I I I t C - $ 1 I 1 1 I I. The siratrib atior lines represent the approxarriale boundary lines betvyeen sail and rci ck type & Insitu. the trans t:ont r�� a r: - Water Observations 4'Boring Started : 10/16/2006 . Initial ' "L - - -MallS" Boring Complete 10/16/2006 ff200o - I Logged : TM Water Checked : 10/16/05 Two Rivers Testing Inc , Approved LOG OF TEST BORE e . ( Log of 3 ) Client : Dust & Dirt Excavating Project : Slurry Wall Design - Site : Sec 4 Township 5 North Range 65 west Project Now : 2. 006 - 201 IiN.I c.-_-_ D' L,scrVpt.Ion 02. _ ,,` I _ ' WC C aii Q Cu i LL'a � L d :JD `ti; C1 I `. 4 aLLto �1 6- � i 'P•,r..-)•7Li h.Lrn, .. I1. M .. . , �. . - y ya ��y,, ,y 1 _._ _ J �I SILTY SAND & GRAVEL WITH ,i�6 `"■ I II COBBLE - r^ 1 I 27 �■y 1 1 a I '-rr• . 1 I Y I t J3 I. I Y ! I .. .ii p M ! 1 I ,Q I i �� I It i 1 +� 1 f r I I I I 1 a •. r.a . ¢ a I I I SILTY SAND WITH GRAVEL ' • • o n Y 1 1 1 1 LT ►8111 11 ■:} . 1 I I i tl 1 r I O. I 1I I 1 1 II ii 31 - a ' �'i I 1 r FI M I zyti�r'7° 1 • L rr :�.r�.;.% 1 I I Y •:ti•- e .e.P:, 1 I I Y r 32 a ' I Ib I I I w �t I I I 1 ' : 1 • 1 I rr_ ,�' . I ; M I 1 1 I 1 I ' 3 I "e y:I • II AS1' 1 h 1 3 NSW, :1'k.atiPm1a 1 1 ....W.V."R 35 :: I 1 ;-:�Vii=r'� 1 I I ! I N N 1. ii I + I Y 4 .;ti��,t�;y.}. 1 N I r. ,...,,,,,:,,,w,..„ . I 1 I r 1 Y II i 1 aa I '+•e4 e.r.IN. 1 I I ! i I I :•-. �ick:;: 0 1 N ! I I 1 I . . ¢ssep tip:. I I `1 I,• w i (4": 4 r d 1 ! r I 37 .72::-.:::::::.0:-.. r»■r�r?,, •.-�, i; 1k i.-.�:+ 4. . I a , .�p.... i 1 I I:ste I , t •••••f n r,. I J 36 :V 4 ••�' I 1 •1 I I :fry ` t`.' 1 I I 1 I 39 A °h'N.'eiCV ��'.ti 1 t ! I 4.:..• .. r - I 1 rr5.■r• °■i a J . r S. 1 I t 40 • :1-' : M i I I ,, »}, t . . . !' I Y I 1 �. r P' 41 ;:°;.• I I 1 1 i 1 I 9 1 1 —' 1 I r SANDY SILTY CLAY 1 1 tf II ' ia ■ r ' r ' . r1 ' t v • i I If I I 43 ... • . • 1 , ! 1 r � 4■ 1 1 1 I I 1 I Y ! I , P . • . M 1 _ 1 " • I 1 4 1 M i CLAYSTQN'E (WEATHERED— 44 s r w BROWN/RUST 1 r aI. 4 .5 I I I CLAY'STONE{{GR � I r i D ' I i r~ I 7 I I r I _ . M r I I I 1 , 47 _ I I 1 I e r + I a Y 1 o I x 1 — 1 i i r r I. I r t ! d r 1 I Y I I f, I 1 1 1 I I I 1 I r a i M 1 Y I 1 i ;' I h I I i I SILTSTONE C I E' 49 1 i 111 J 50 1 fl 1 i r " 1 I 1 t r w 1 1 The. siraiificati n Jives wecires n• the anDri �Ciinate. 3oJnrery d► -ms ttetvintiel sou a ;id +F .1 _.� be t r I I 1 IIt • s , insm, thetransition may be gradual W3leir Observations Boring Started : 1Dii6,2006 _ _ — if i at _ Boing Complete: 10/160006 - in, T * .1._ Logged By T Water Checked: 10x16/De Two Rivers Testing , Inc Approved By- TMG_ _ _ - - . - LOG_OF TEST ORE - I L 3 of 3 ) Client : Dust & Dirt Excavating Project J r alb D i gn Site : Sec 4 Township 5 North Range 65 West Project ob : � � - 01 r — 1 - _ -i,lr c o co o Description n EL sar 15 EL 1 Co cm cc �- rte.-- C ea Z rt. ay . �_ {r} a IC I, °- ,.- .. � ., ... �: !- .- �+"- .,`a� .-.7a w q:,:.: 1•: -a -w _1 ;fin-t� }�p�-. ;i' erLsTl 4 �' .pyW fLTSTOAG�`� � mmralimmammVIN � 1 � ' ITi: r I rI_ _..._ r j N 1 N 1 e tiM`i _ l h 1 1 � i p I i 1314 i t I tI - u I N u f p ..r -L 1 p a u i 1 1 1 1 1 f 66 ,� hiJ 1 r j i 1 4 M C ' 1 I F I 1 1 I 1 I h 1 I s .k' 1 I 1 I I 1 r I I I p N I d I LL , r! 1 ��I 1 I 1 1 1 Y 61 1 7 M 62 • I N I I I 1 pI N I w p 1 4 I N 9 6 4 I I I I �I I h h I 1 I I h � 9 64 • 1 1 t 1 I I N p M 6 M 1 I r I 1 I 66 J I 1 � I 1 u ` � ,• " a 67 N r p "5I I 1 I 8, I I 1 l I I J I I 1 , i f�a T'. ,1 1 Y I I ti Y i 1 I I �I p " I 6 I I I d I 1 -To ' I I I r I I ; I t i d i i ' 1 l A A M I .I I I I I # 1 , I I r 1 I• Li r , fl 1 fl I I I at 11 I I I I I I I I I I q -1 I I I 1 . I $ i I r i I 1 q I I I 1 d 1 I 1 r a F "— gr r —ems a The stratification lines represent the approximate boundary lines between soil and rack types insitu, the transition may be gradual Water ation " $ ri Boring Started ' Ai 0,116/2006 Iriitir ' L; 4 Bo i BoringComplete : 10/15/2006 T * R. TO Cpl L 8; L e d a . TM Water Checked _ 10/16/06 T1,, ,: Filers Testing , Inc c " ' _ 1 ahantimq LOG OF TEST BORE - 2 ( Log 1 of 4 ) Client: Dust & Dirt Excavating Project : Si Wall Design Site: JSec4 Township 6 North Range 6 West Project No. : 2006-201 Description `' " Ha 1 r I I— LI. I la C ..a. C — 00�+) F rtr'V(..� in !'F ,/nab U —J I.i• z ' 11 CL L3 I D 01 . ;I - y . •. ••i e3.R e ' 4` o.'T4,R' _ _ __ _ • - . _ .. .JG ` . ..-•� . .. . -. '+'t sC - .�'tir,�' . r'I '■fir�. �' � _- - r _ ,, � SILTY SAND WITH GRAVEL 4- �s.�,.-s - - - _ ,"Wa� -=====:ti'rr:--- ! I 1 _ --- .-, ...n . a :vr srrrrl- I I I f d 1 Y 2 `ti�.*':.ti fa I I I 1 I :tom=.+sar 1 4 1 I 1 .'A. •'iara .:m I g J _-_-.....7,"..v. I I Y 1 ra _..�.m 31 i i Y .tir -�ri:� r fl 1 I u M 1 r r e •e r: ue s4 4• '�'i sy is I 4 1 B II I p d . ... r,a:a' f 1 1 I SILTY SAND & GRAVEL WITH k az 4 A . `"ad,. COBBLE --^az at 5 a43� a as s3 ii -: 1 h I Y N i ' lilfl , 1 I I N tie 41gi5? yi 04004.,,Q.% .► taw : ' ia.a I I I M I- ,04i ti a4 . f a.- 4 a�i�47 » € a �a 1 ' -, :ri 40, p 1 ! 1 1 ; Parma. b 1 1 0 • -`lie GROUNDWATER V w i I _46440 Q aa i 1 1 y I f '� 1 a: s 1 1 I �a"i. `a4 1 1 N 1 I I . Qatari, _ qpa 1 - Ceraw I area? p I I .-A _ � 5i$.l� I f iti _ .a �,�' 1 I I e i4 1 Ii 1 1 I 1 1 4 i 4 -44-44a I 1 1 1 1 1 1 y a'xa�4 I 1 1 1 I a 4 CI la 4� 1 r ! aGe* f I 1 1 15 -a ' Ygi ela 1 I I I 1 1 41r4,4 I I 1 I t 1 +l��ia �-a' I rya 1 I 1 . cii'�d'Fawl� Y ------ %V■ ■ 1 h 1 q I 1 • M■A� ■ .y I I r - I P 1 q 1 ■oeE■'o n° ■ ata41 Y In 1 �•W ItnH I Vials 6 3i I I r 1 0 0 I a 1 I 1 p p • ni n o e A 1 ( 1 N II II0■o .11 1 ,aprzn°e 1 . i Im " a " • 1 y 1 N 1 r I O�e�Ii 4 1 I r 1 F 1 r I 21 Iltilialilt 44 Ili H n If � o a■� pi0 ■ N 1 h q o®0®e I• CI II y 1 I I d � 22' • ■e°■rle0■ t I !! I 1 visage%l ■ma 1 I I i i ■ it i L I II■■ ■iiinit _ nil a-IN 2112 MEI I I p h Ws p I I I 24 o■oeY■■° 1 1 1 I 1 Y I 1 C "I ■ ' ■�i■ M 1 1 a in O i Ii II 1 1 1 ■riai gyp, 1 Y i 1 1 7 q4'■;■�■ sill nip 1! ■ ■ f a ! 8 ■ ir■r 0 o a ■: a ■ C� A ■ . . - . '. _ , . _ . - .� -.ra - -- A ' - -- — L--. The stratification lines represent the acproxtrriate bamiry Ines bielween ,oil arld rack types. lllSctU, the transifianl iry be g•raduat. rte... anor- ater Observations •Boring Star st 1W1 &2OQ5 - : I nitiai WI; 9 I — T R. VV T Boring C0rnplete- 10' 1612006 I Logged �" t, � hl "i "i QI I wv iv p r C r t� Inc , Approved ay. ' T I _ _ • I LOG OF TEST BORE el ( Log of 4 ) 7 Client; Dust & Dirt Excavating Project : Slurry Wall Design rye Site : Townshipor Range 65 West Project No No. ; 2006 -201 1 �' o ---._ T" zl;t ter) Description Yd -rs ' C r to+ Cfil i L n I G ..�tril . 1.460... I a LL Z tan _ r rat d _ - to - in �� sa• _! I fl CO I n rv' "� � c > �� sy _ . I aliMS•mmm•Sirsicsawinammionsmi SILTY SAND4 I m C+I ILA .- 4El IT i I I I ■ ®o�u m • I I I OeIXD M IT,I i 1 I t I I 9 is 1 I I I SILTY SAND WITH GRAVEL 3;..MAIMS 1 1 I I li k �r 4 1 I n 1 I SP.``_ it I % I I I M n:+: w• —:-' z p I ,f + A I I ff��''{{�� 'r�,�,�r I � A >f� .i- a�lh' I I 1 � I .-: 1 r I I, 1_..rr u ! I I = = H 1 1 �a r..lr.1s' I I I i 30 .. ..rms.. 1 i - I I L"1 r. _ . i �i A I I } ry ,- 1. r`. '_ 1 --s tir-Y 1 1 I .:r.ese '1Y.Srr. I ; I f s.!ti.1 s n 1 I I tl 3 -I ,da-e-c ..r _ I' I I II • -r_.aft f 1 1 I I : ! 1 1 C'eiZi iar I I 1 I r 'C-.a -terr 1 I l r .rh r .ICCISM-r-ek!r I r - 4 _ 4■-ts a I 1 I' ,f i'ru . abul�l a { t n :-:F`-::-r k ; 4 I .1.7 rYp_�:., I I1. 4 47VX". r ' 1 II I 1 1 1 !L.._s-maw" 1 I I ! 1 1 Merriman . Y I I I I 34 s. ria a... a a' I + I I I irwiain r. ■.�.�a •a•. .I r... _ _s �L� r I I 1 1 ':: aS�SJ�'.' ..ti tiaar I I 1 a s-r'�'r'�`�r� I n as±�1 I I I I .. �` rw4 "IC •-• -u r jl i b ati II I ` I f 1 I 1 i 11}: I _ Tk I I ) '.f_�� . I I I, :-Y,::: 1':i.1 i`s I 1 1 I 1 v - f - I I 1 1 :`.P:r'r: '�r I ► I I 1 r,_j rr1 I 1 I =ks■=`r.pass I F 9 1 A L iJ x-%- I p I I I I •CIt nt, -- 1 1 I I 1 1 's Z:>::4 .. I P I I r ti titi t r I. • 40 Y, r M 1 r I l II ILL ' PTH Y I p O BBL€ I I I 1 I �; y��t � I 1 I A M 1 �. 4a.lr'; a I I 1 1 _42 4444 I I ! I M �`i1i P; 1 1 i I -'J`iie 0 4 I I II o_ a-a. I d 1 I I' A • 1 1 I I 1 �I�.� 1 1 7 I M at I t3 " ao,� as I a x i i M a a i.ia iia�� I I '�'�404Rii. 1 I I I y 1 I A I �`1M `1`}y�igr UI I I I .! � Iu , I I I II I 1. I 'T y a, a s I I !" I I I o .i 4 1- aa "7 I 1 - I i- ,A M C a �t$�4� I I I 1 I 2. 5 -d:T w1,e-� r 1 1 I I I I _ a I i I I I 1 F .' 'I. a# I I ! 1 d 46 I I I 1 I 4 �j ' I I , �. di1ill oa 4 tat I q , I• I I 1 I' f u I -��e?�,4�y � ' I I I II e I I lai 1 1 I 1 ' 7 0 a s 3 . 4 1 I 1 I b 4 M7 1 1 1 A 1 I 48 aaa 'me I 4 I I I L I I •41?0 0 ,4 i I MI i I I ', I r I ite 4� - , I I i- �a ! ' I a = �C I;�s- I r 1 I qi +a A i a 1 Ii I Q'.4, s I a a I • a 1 a I I I I I a - ` 7 -I The stratlelcation link repr ent tine appro ornate boundary tires between sail- and rock apes_ fnsitu the transition may be gradual a at- ' Water Observations goring Started : 10/ 16/2006 f t Initial VVL 9' T IRL Barring Complete -. 10,116/2006 4 I II0 o LosagedB ° iThi Water Chhilked . q 10/16/do Two Rivers Testing , Inc . Approved ' fiI�,yC; • — - ate , - T r __ _______.....7 , _ _r________ _ r- , _ ..,.. LOG OF TEST BORE - 2 ( Log 3 of 4 ) CGient : Dust & Dirt Excavating Project: ! Slurry Wall Design , Site : Sec 4 TomnshiP 5 North Range 65 West Project o . : 2006 -201 , c-_-: 1 Description C.r ' o c-• T A' I— I- C E r 'C7 ciJ E a - r+' r .� LC IQ ! C - C rr. r — - “ = L. th —Cs! n., iCCIah 11,r.�� - - re ie? - c, ?c-0s+lo.?M�A:F'4 ir'`�'itl•aa< ... .... r" 5.,r �•ec _ � ; . ntiYf'..:s ''r-14: :"...,.:6�ri"�" i �..� - — _ --._- arrnani 51 SILTY SAND GRAVEL WITH .- -. es __ a COBBLE . r , 4 I r SANDY SILTY CLAY _ a ♦ e e _ p P i N r I II fl 6 ii 574, - II II I H I' SILTY SAND WITI-4 GRAVEL I r fl if M 1 i H j.044 I i �.; I I i r s-a j. _■; i a I p errs i r , ' ra I. 1 h I 1 i I I a f J 1 o R u r 1 I . I 9 1 1 II ' I dd Li 9 :■. p 1 1 1 ii 60 - - . ti. iJ ki„{ r . 1 1 w e... `. r F ! Y . ' r i sf.'.�ti fi I p 52 ' tec .� ■ I I I N I 54 'i°i'4i of`. $ .�"� ■ a'i' ' I 1 I I. i 1 F I 5 • ;.�Y. •. I 1 N 1 1 SILTY SAND & GRAVEL MTH Q 4 II COBBLE ONI? 66' w7��'iie 1 J h I ! i Iti I - ra '8 a h a N I u 67 - -e `la 3 1 I I F 1 I I I _a_itaa a' aa�`s I w I r . a. p I r I I wM 68 a'�+ Via. Y r I r w 4 4 ''0 ii I I I i I p - y Y J 1 I p 69 i M 1 r ie s,�sa�"+�"+ II _Ct e? . I 1 I 1 Y 1 :I N ! I I ��■Nr,, ' • arl . a � 1 1 irJ 4 �1 I 1 ;4 p astitle JD. Jai a.. .Pace I I I 1 f I u a ISO 4 Olt aa I I 1 I ..adada W?. a r ■aw�kqv 1 j ` 1 II 73 J 1 . �y 1 "AI, 1. p I ' t Ni g wl ,.i r 1 [ a r 75 tiiti 'i � a . III •1�'I'�' � r I. r ! 1 H I it 4a _ile we d iikaic9r I r Y I 1 t I I R I 1 i I i he straulcai cn line represent the appmxirriate boundary lines between strei , and rock types . Insitu, the transition may be ©radua ! : Water Observations Starrett 10/ 16/2006 Initial ' " L: - 96ToRrine, Boring Complete : -10/ 16/2006. ,+ 1 'Logged By - "FM Water Checked - I 1 W16/Di6 Two Rivers Tes'tinge Inc _ Approved By: Tivi G Lo:aoFiEsTBaFE2 ( LO94Of4 } 4 ) Client.: Dust Dirt Excavating i� Project Slurry Wall 11 Design - . L site : FSec 4 To ns 'h ft) 5 North Range 66 West ; Project Nor : 2006401 o Description co a TO 11. 'rn f z_ ,` 'J rte. , '. �.. en a �'E fir; fig, 0 C -- , �!'�� [6S elf -�1�Jy ' all Z ea ,p "k 1J I_ L CO 0. Cl) '�J a �..c' Lr O . 1 I . ti D CO') C JI D SILTY` AI I A1w+ L WITH ‘t g i ; i . a a 'laCOBBLE y i 41 1 1 !1 N 1 , i { i i I 1 P I I tl reia. I 1 I I I 4 d I I 1 I I I a�: �� i M I' I I o I I 1 I 1 1 ' 78 ii . i tii a a 4 I 1 1 1 1 I R 9N J I I N I �aaa `� , I I Y 1 1 1 1 � ea i Y 1 ] I i I 1 r a �.N � I Y 1 n 1 I r , •raPe: %%l .I I 9 I 1 n 1 i d I l k 1 , a r 80 ! I , I '� � I 1 I tlVilalgil^. 1" I CJ I I I 1 4latt -1 1 II I 1 q 4 ,i I. 1 d 4:4-1.41 i irdlice. I 1 It a MI $ it. 0 51 il ma _Aa 1 • I it ;�m" �: ` I I SANDY SILTY CLAW i I E I I I I I I • 1 I I I 4 55 1 1 1 I I r SILTSTONE G 'RE`" a 68 ' r i r It I 1 Y• 1 I l I l 1 I I 60 I i 1 I 1 .I aa I i Y I I I r ! 1 I I 1 I I 1 I, I 9 g tl I 1 . I 1 , I r - >t I 1 39 r f I I 1 i J I I r 1 I 1 I I 1 I l i- I I - c l a i I iL.) ! 1 ! 1 I I I 1 I I 1 I p 1 1 1 1 J 1 9 !1 1 I 1 i J r 1 i 1 I I W i 1 I, r I 1 � i t I i , 4 M 1 N I r I N p I r 1 !I 1 1 I, r 9 r r ! I p I Y Ii1 1 i v P P I r P 1 4 i a 1 1. N N , 1 I I I II p i I II I i II N 1 I P 1 I P P I. b 1 1 P 4 ' I 1: 1 P E 6 D I 1 I r 1 1 , M i I N r I I r r 1 I I N u I J ! I I I J r I I I I 1 I 1 I. i I 17 i 1 i I I 1 i 1 • i I i 1 1 d I 1 1 ti. ill 1 1 I J N n i 1 r Y I i r I M i I 1 i 1 i 0e I I . N I I I I I II M I 4 H I A I d I d M i ' tl 1 A i ' II N „ r s— m The strnt+fcstion ICnes fiepre5enf the approximate bnunifi ir'f lines between soli and rack iti!,/p.es .. Irsitumis , the rarnsilicn maybe gradual_ Water Obsenvations 'Boring Started : ' 1o/1612006 , Initial L_ f9 ' T . R . T a Boring Complete: 10/16/2006 ---- j1fY L - ciggecl PP - _ Cecked : _ 1 0�' 1 ,� TWO Rivers TeStin Inc . By: 'TMC • LOG OF TEST BORE ti. 3 ( Log 1 of 4 ) I Ii l nt . Dust Dirt Excavating ,. Project : I rry 1r'`' d � o � Site : Ser_-, 4 Township 5 North Range 65 West Project No. : 2006 -201 O ID C:5 TOa �- ° C J • OA ID - • - _. _ - _ .. -- _ _. xr:petitI .. _ - SILTY SAND MTH GRAVEL ,.,I t �: • : - . I .I p k ! P =�-o_ 4 i r u t a u .i1�S1 a—i ..i a r. C-...tir.1 1 N P I Y ,=.res I I i 1 1 n I II. 1 - iCerfa aTar Z. ( i d i 1 P q U •'w�L I r 1 8 II r...... .v: f II M a u ! s% s--:r. -.. 1 a J II d h q :"r:. :v$. I 1 J N I Y L I . 3.. —r—w� . :4'w`r:::' i 1 h M 9 I r...i h am;srs_■—: •.s:. f I 1 I Y b a y .,i.S-::.v:. I I I I I II ifr s -- i I I I .• . �ma 1 ► i I 1 ! IZ ss. AP;I ! I i I 1 1 I , d ^s.�T::,+�as,- f I I I I I I a i J1.orsh�. ! 1 d I I I I 1 I i rr.ras, , I u ;'sm�: _al I I 1 1 I I Y :esdne-ccietal.S.-ip, I I I I 'I I I d 1 ourra is, I i I II 1,f. : :.;v .a I 1 1 a i 1 I I q 1 k;-: +:7 I I I 1 I YI I SILTY SAND 8 GRAVELS 1ITH n �M a 1 I i I COBBLE _ 1 p I I 4 M I r Y I I 1 til � h u I i iy' - 1 U 1 Y r p I I 1 1 I ~ I C I I I u II II ::::r:_awercI i 1 M 1 I' I Y 4 { 1 I r 11 1 I 1 I NIc V ' 1 I 1 I N� I I I 1 1 I 1aII1 h11 ; i r r 1 i A r 1 I I, I u 1 r I I 1 1 r ': I q I N 4 I I I M q 1 G 1 1 3 . . 'p . . I 1 i 4 I 'a I iiit ; I i ill" 9Y I I q 1 I I I H 1 n I '' T I q 1 1 1 15 , a > • M, I r ii IP- • - I I I. ! i I i I i NI I I I — - I I I I � i 1 i I I I 1 :r ,� F I I w I r. I I , GROUNDWATER p's Li fI v M1 Ii . . yP 2 n; .-. c. I ye I II 1 II r Y '' �'` _xy I i t r 1 I i p I le I i i 1 1 1 1 .S I a I.21 1 I ;; - - AI I. i Ilia 1 I 1 1 ha • 1 I I s i I I I' I I I r r 1 I w I I ! I 23!to- i ql I• I i i I c w '' I a ; I I i �+ j ! M I I ' M h I Y r r t h r ! I, 1 I r I 1 I 1 1 . d d I 1 .1 a i i I w i I 9 1 I 1 1 _ - The tratiireatb tines represent the noproxtmate boundary lines bets eert soil and rook !apes_ Insitu, the transriuly, inay be gradual. • - -Water Observations ' Boring Stsrt©dt _ 1. 0117/ 005 Initial '' L: - -- 9 - Boring Complete': 10(17/2006 - Mate !_ ��rft 1 = rt Logged . TM ecked : / / r �, 4 Tinc. ', Approved By, TMC I s Testing ins LOG OF TEST BORE - 3 ( Log 2 of ) • ' Client ; Dust & Dirt Excavating Project : ; Slurry Wall Design Site : Sec 4 Township 5 North Range 65 West Project No.. : 200o-201 CHJ etre o t% ID Description r I A • 00 CC 7 E C CO = it * — ` A 5., __t -o :cs cry ' - CU tees. CO m 2 �+' co ni . •. - .•br_."Jew - - r.. � - n 15• _ r,_ . , - - , x'�?t- M.'f�r#s'ya1�] . h^Mtij d."i �* �: _ - y.. a SILTY SAND & GRAVEL WITH I v I r r � ' G i 0QEUL 27 t I - ��' I °il . tid I 1 U 20 _ I 'I I r e. _ I a I i . I u u I J 9 1 ei =itv>0110.1r' Ijl 1 1 I 30 I 4 I M i J I I J 1 1 32 - :- ,0 I I I 1 I I + B 1 �+ V I■ewA I I ,4,c- i1 i 1 1 1 1 1 1 i 1 M a r I M 1 a 1 1 N i 35 1 N Aliu L I, h I 1 .-I. I I 1' F 1 1 �] G i I I ! 1 T1 1 1 I a 7 1 • i I 1 ( �} I I I I p 0 38 - '4. ' . r 4 1 I I I A 1 N I h I 1 1 N I 1 11 M Y 4 If I I 1 r . a a A I 4 r 1 I 1 1 N 1 fl 1 J N r 1 1 1 I ,I, r. •` . I I I I I , 40ryry •_ 1 I i I I i9 1 —% N i i i I r �, � � • � I I 1 I I , _ - I I Y 41 I I r I rim, I I N q N t 1 I 1 . � P I I 42 -; mo d, . M I •.-Y I 1 1 SANDY SILTY CLAD` " `' `' Y 1 1 I I N 1 _ a . , . . d . 1 M 1 i SUET` SAND & EL 'II+UITH , l . Q le 0 II I I II I I I la. xS I Gail� ,i i 1 i „vet , COBBLE La aAi 3 .i I i 1 I iiiiitaI • eQ I a I ' I � A Q9�,�Y s I 1 I I 45 r?. 0 .4 i - . 14g.}yi y 1 P I M I 1 46 I -'+ aa+ 'a 1 I I I I G ri ,.ii soaa ; 1 I i I -43%:: M 1 .0 Datte 48 kilt" I t j a 7i a + I I I a * 4 0 1 4-; a 'a I r A 1 ,I 50 i4 la 4 ia I I I I 1 1 4 "3.'F ; I r I N a I I 1 II r _ � 'a 1 I i , I I i he stet, ftif;cation Ines, represent the approximate boundaryr fines between snit and rock types. Insitu , the transition maybe gradual' , Water Observations Boring Started 1O117/2006 Initial L' 9" Boring Complete _ 10/ 17/2006. R . in 4 ;�''�!' kCR� trt �< 13 ` r Lei . TIM _ ,. '' oik �__ - - 1 0'{17/06 Two Rivers Testing , Inc. Approved By: TMO - mac. "' "._r - - . .. _ . . -�.. - _ - _ _ - . , . _ - .� . . . ,. . _ _ -' - • - - • : .y. - I• I LOG h TEST BARE ` 3 ( Log 3 of ) i r� [� Dust Dirt Excavating Project : FBIt r i i . I = Site : Sec 4 Township 5 North Range 65 West Project No . : 2006 -201 o Description "s `y ir S Cu C �o CI an Z Q .. 9 r — — _I ,- �' Y'� Yp d • i S'.i�.f- .. r .'1:'1�. �.il.. _Ata: - .''. i i t. 'l'. I 'r .. b. :Yom: ! S t. ;"ts .lia'ia� i v'/ 'A•. ^Y - i ro. t f f` `11 •, . :^X •r. ""� , -. - " s _ . .�.I . rF' 1 r]°a.'.r ..G .. .�. ..•� Z '-r f _ {S �' _. ^.r SAND a-� g GRAVEL p� `,� �� a+raritir 1- — • r -� I . SILTY �7 1�N 4d + i �2 ! fi'1 L WITH I T I I t I im n 1 7 7 I COBBLE ,rte: ° 1 4 a I I I I 1 I I I 3 i I I a i r I a 1 I 1 r I q J i i 1 I I Y I lir 5 r'' til U ii i 4 r I `I II u I u I "ti. r IfI1I ii ,�el�' ` UUuIii I �`• d_ 4 a J I : I ioava: 1 I 4 I I I i I� I a 4 3 I I I f, 1 1 1 1 5IS 1 4 1 N tl 1 I J J r.6 6' , 4 I " 1 5€ r I I I .1 I I I, It ■ I i I I ilici e' a t1 I t 4 I 56 t - • 5I r 1 I I I I I w 1 l i 1 1 I t 1 1 I I I 7 r y i 1 I aei I 4 1 62 4_ - i r i i i 1 I I 4 I 1 1 i � I P is i 1� r , P. I M I i 4 1 ► I a 4 I N I 1 1 nti I i I i r SILTY SAND & `GRAVEL "N N?4 ... .sic 1 I . : _•. I I a i"i ae'»i '4 I I i I' I .:. . rs1 I I 55 .�� r.:ti� I I 1 e: -- 4 I � i I I 1 a :3» =''�s�'b'a i I I I ..-:4-t I i rI II I I .+--t- S1,:-... .r�. II I I a II r f .y1�:a� " 1 I 1 Cl ms's ii iath' 4 I I I 1 S {ti• I 1 1 a ■ia aW is.aa' II I I I f rim a.'a ;aaam I I I 1• .x>�"-irate ` . :rra2. I I I I I� r =.:.4 I - -ra _ rte?.. I I I I I r� .s.�'Li k,-.. .sue:4m•rf 1 4 I I!. -�'T II t'* ~s I I • i-ex-art 1 I' a 1 t I : 's t d d y �r�-was-��r-�; I I 70 4:2 I • 1. " .ss tt ,{ i a I I • 9 J I I t=■:A....• • u -r _ s-.r2 I 1 1 1 I % I 1 1 • y 1 I N tr:�s-r.»:� n I I r i r : ,� °ll I I r 1 I3 I d_ I I I 1 I I rA'� t'e-ry�r I �'r� • I 1 - I I " ..eita tte. I I I I I I I, r, i'efe �.YWria I I I I I 1 I j -7;-7-12---•---7r.--"- - - Ti I I a I I I I I' ---r Atier r. I I i I 1 a_-: -s+r S>_ I =.:a.= _W.. I I I I I ] t 1 !u .*+air= ails, I I a I I J o -'-:— I I I i. ::-: :4 '_ " -1 1 I r' = I I 1 I 1 I I .-a iimary vrr w _ e...:ti1�tiY t- I 1 3I e I 4 tia' i I 14. :--:-z ' I I 1 i I r I a 1 -.u 9„* DC " 6IF 1 " I 1 I 1 1 r r r saisirsf�..• ...:..r.i.l& ta.r.. lr es The stratification lines represent the approxrrnate boundary lines be!ween sni: and roam ;ype � . II s ti , ! r-Ir Y = f-I. ; .ojor-II rna'yr be r�radual . Water/ate e�.rys+,FObservations " ` -:'. a .�'I j7I T �atV:1� _ _ r Baring _.-. 10/1712006 Initial VVL: 9' 8cring Corripiete . 10117!2006 ,a - - I ye- T . 1i . T . Logged By ' TM ' Water Checked . O/ . 7 / Two i r Testing IncApproved - - LOG OF BORE - L as r-_ i client : ' Dust & Dirt Excavating Project : Slurry Wahl' Design . Site : Sec 4 TownshipI 5 North Range 65 West •� � Nt : X 006:201 —__ O Description 0. `'�' H.• �c' 13 PT a� ` cin L. • cl• l. �i cr- FSILTY SAND A.d [SL GRAVEL. .. L i * L _- 1 ( I - 1 _ . 2" -�rS7t� - r - t .. w .. • . ,:f." ` -J, e i 7•7 r� , �a u ,. A at .I 1 1 . .-�ar_�� . I E I 1 v_ _st.'_ a. t1 I 'VO xr 0. I 1 M t E I 7 7 .:rs.a•P..r_ A 1 p atireV cree .' ' 1 •e _a .4 I a:-.-z:=1La -; IMmilliiiiin I M I I • a 1;�Ygiaa i 1 •'•l LL I.IL LY _ m'wm 1 i I Pii Cis./ 4 I E I 1 >a. e� I I I ldauoaaia. 1 .•.er.e:. 1! I I I I 7 Y ._ _.. I r N I T ... .•.'e. �/' 1 •es. i amiteXiCtIXamici�a',' 1 I I III ltiN i,r.'aS.s r` y 80 «� I 'a'ja dL�Y�'-.a�}}.L 1 !_a,.. L1°8.-.9l " m• • •••• I. • nicI IN M it I 1 1 1 ..z..,:55.2,7,3,,,...,, I I 8Y I r i I LtiS �myI rn. I 1 I 1:"•'L'4.�dm^./ I I 4.a seayan. i'4. 1 1 : I 82 �L r X-7.,: rea .-, :s I 1 1 ,1. .X : e:' • - I I I ' d 11 ...-J:J SILT STONE J IE i '4 WEATHERED- sa ams BROWN/RUST,. N P 1 • C 1 r G i r I.85 1 Y 1 B i. I I I 1 i I I. I a I I I 1 I I 1 i , 1 1 r 1 ILTS1ONUGREY1 i 1 1 1 J f 1 _ I 1 1 1 1 F i a 1 1 J 1 -� i •1 I I I I I I I I a�.r ! I - I I 1 II 1 1 I t I e ! I I 1 I J II IP II I I I I I I A 91 A I 1 N I 1 I I 1 I I `� I I! I I N 1 I 1 1 I 1 B I I J I p '1I I 6- 1i N ' I 1 d I I 1 I F 1 I! ,. I I C14 i I I A LIFY I I ° 'I a 1 I II ' 1 1 II I ! I M 4 CAri 1 I } I I I I tit I I 1 I I N 1 -- i A I 1 I . I 1 1 w I. I I . t. Er I 1 If. .. � la a N I M I i I k 1 1 I I i,!CI I M I 1 I M I I I 1 O I I I I 1 ' 1 1I I JI 1 I I 1 d 1 1 1 1 � — - — - �� and C^�` it-Ishii , f - - t yam, - r - The stratification lines represent the a roxirmate boundary liras between so rock types e y n:3: ton may be gradual_ _ Water Observations Boring Started 10117/2006 1' ,.. "1 . R . Ti GI Boring Com pi e- 10/17/2006 VIIII L ii 9t. Water . ;tee 10/ 17/06 II Logged By: TMIMIIIIII J ''b^�' Y R `tin t= Ir s I ,t i r Inc . Approved By* TIVC r LOG OF TEST BORE - 4 ( Log 1 of 4 ) Client ; Dust & Dirt Excavating ; Project: S' urry Wall' Design ! rt . Sec 4 Township 5 North Range 65 West Project Noe 2006 -201 I' I MID. Description I fl. >-- - Cl..) r i so a co �•� . LL . - era Czt I I` aal -Mcrit a • r in in t3 I C =� 1 CM— rd cn CO 53. -v. ...Y may.. - — - 1 ' - - - . 'A`f^IC :Yr9ve`.• . .••o o.t-y ,-. :fq, - _ - _ .. w5=>•iT d _ _ - - _ azinstse_ ._ _ T a .F1 - - -- _ • ,• SILTY SAND M TH GRAVEL i ----- __ I - I I I L P I r :a m:4. I f I I r I .a401:50:9714, I I It t .— .... i ur.�.=:x,T 1 I I F r".r....ZpC is a *'''gip, I I 1 I I a a.tea“ ai r -' II 7 N 1 r itiaelc:i: 1l 1 f 1 I I I 1 1 a 1 I [I F t ÷...•-.r.:. I i. a II F I.21111,0111 •11.11 1 I 1 I a--:- ;-x-i- i p I 1 9I I 1 44 •— _ i w I I G...... . ..... . .. ... ... .. ... . .. . . . .0 i• M M l• k i 1 II'P I P F ' 1 ' ` I^ , ItI h 4 N 1 C N 6 1 f f i_itz 1 $1 I I I II I I M Id I 1 I N I I I 1 F I,£ '" 1 ^ J N I 1 I I I I 04 Liik • I1' t .SPLTYSAND ' -I 1 . ; ' I e 1' COBBLE .77 , - ' ' is -� a 1 I ' GROUNDWATER IL.' �. � '`',� a i 4 I 1 II 1- S� .�-. I 1 " I 1 r, . _ �w 1 P r 1 I 1 ', ' a�wi a 1 I r I I 1 • I. - ' I N I ! . 1 ! 1 4 I f N I F I a P - I "� "* "I� P I r I I I N 1 I I I I f T. -�. P I I F I 1 I. I 16 't� �� I I I 1 I .a�� 1 I 1 I _ I _ _ _a 17 y r`' i, I I I I i 1 I SILTY SAND � .,_l. i ; I N 1 A 1 1 { ? I I I 1 II N I 4 ; " 7 1 1 4 I I II I I I 1 1 I vro '�4 ' I d I 1 I 1 I LL•. „ I II I =- 1 :.�, ,, I- I I 1 1 SIIILT `Y SAND & GRAVEL WITH I • *�� , I I 6 . l I I M I N 1 f COBBLE 20 si .- I r Ii_, II I I 1 1 I Ii 1 P - j I' I 1 21 ' N i I = I f I 1 . . , N 1 1 d 1 i I I i I I I J 1 I 22 — - oi �i7` 1 1 J I 1 1 I 1 !,' 4? ' � r 1 11 I I 1_ I 1 u 1 1 1 •I 23 —- i I i � I i I 1 i ri` e? yl J I 1 4 1 I I I I7 I 9 I 4 - Q ; I I I 1 J 1 � �rI I I "I I ' I I Ii 1 irffI I. I p I 1 . • a I i I n h •1 25 - ,i� Jt�wli- I 1 1 I I I I P f -i - y I I G I I � ?� 1 1 I a 1 1 I 1 Istratification Ir 1� �-- WaterLa~� F n6 its? apr+ID r, late boundary. 'lines between soli rovE, types. ar, its t transition be ra uat. _ _ _ E`�l tlon -.iz rim" B rin Carted . 0/�i IICI I ; ItalIU'" '� � ' -, T . . . Boring Conolete- " 10/1 ?/2006 • ,,, if4 'IL IL" -__ - -- i '� ,Lagged By. TM - Water Checked 1 10/ 17/06 a Two Rivers Testing, Inc . r'c�' r ��'� . _ -:r:P LOG OF TEST BORE - 4 ( Log 2 of 4 ) 'Client: DustDi& rt Excavating Project: Slurry Wail Design .Site : Sec 4 Township 5 North Range 65 West Project No : 20D6 -201 c I 0 I - , ' C tin it i z in t3 O SILTY SAND & GRAVEL WITH cs ., ea Me 4 4 f i COBBLE e$a` i i i I r 41a .9. I I I 1 1 E r41-: f u Ni 4. I I aia a 1 I r9k I $,�2a4 l 1 I p V .w.. I a -a 44 1 I 1 I 3 I 1 I , 0.4 4��1 I �, a4i�4 "� I t i n u 9. I 1 1 j u I I 4aa l a fle 9 a-iii 9 I p 32 Vatelt I c 404494.2 I ..a44a!� ,14 I I 11 114 ra_pdat i , nas 1 I a Ta I I. IN 34 .iaa 4i Vii- 1 + r A a4 i J G 1 • ,s i .a r I , I I I r' I A i 3 Y I r' I I t SILTY SAND WITH GRAVEL EL _ .y. . �:' I w o-, w'k Y' I' I 61 wrwrwr.�:awr r: Ii I I . --= r- ° r s p r. ��`_ I e I W I 1 1 0 37 '�s''"�=m r�. J Y N I 1 N •: f'�:' 1 A I I Ip 1 4 "-h•V �f 1 38 1 r I I F I 1 Y p _ _ ` � BSa r 16 7 ' r FSP _ ' 1 1 � 7 �.?F.d' ldfi I 1 1 I L f-a.-.a-rte., I Y p ale 39 a,....,� y I 1 I I p A SILTY J� DF ► L KITH r a a+i i gal.: I N p 1 COBBLE =i4eaa+ai47 I 1 Y 1 I 1 i ;� 5? 4i. I I N 1 p a 34.. E I e I d 4040 as 1 1 1 I I I 4 aa i. .ti I Y 444 4 4 I 1 1 I 904I Baia 1 i I 1 1 I I tett4y142i' � a 1 I i cl44�4Mi� l r i I f I 1 :� 44a 1 M I J I I I ra r; a aaaab 1 d F I J ' Na0asaa I 1 1 I il ,�� ,�� 9 1 4 ii 4.a I I N 44►"IP' al 4wF44a5i_ p I Y SANDY SILTY CLAY ;:.� ._� G I i I r r SILTY SAND & GRAVEL WITH I ` 4 . eare ea COBBLE eifala'atir: ' I I N '14- 1 45 a4 _a, .74 1 Y i 4 iii444a iii I 1 .1 I '' ifolrafa ericaI M 1 j r orate4 A I, I :4 la 9 M I I I 1 1 I I 4 „Viet: I E I I I I iiy�'da�?l! y I I I I A t 4'.°4 I I I t 49 aiiv - I t 1 I w is araa4 4 ' r I 1 r I N I P09‘644LOVIa a �r4 a`ial 4 1 Ii 5D IPr I I I I I�J i� �' + _ I F I I I k� t4ri r` a ! p I I T 4 ¢ a4 ' PaPa I i I I aaa i k p I I 1 In ' - s e. Ieen nano rock* l he stPir+� l9rn lines represent the ' r7PG'}C �11C7�Ir} Cr �sdlr' .r soil r`° rr 'L5 IrtS !`su , the transition may be rrIC1Lll Water Observations •5oring: .started : 1Q/17/2006 _ Aimasil T -ply 1 rInitial VVL III ' . Boring Complete_ 10: -. 7[2006 -- 11 ' Logged By: TM ater C ;ie'ckec ; 1C/ 17/06 Two Ri r M T Testing IG� --- - Approved By: TMC _ _ . _ _ , . ., LOG OF TEST BORE - 4 ( Log 3 of 4 ) Client : I Dust & Dirt Excavating Project : Slurry Wall Design ►,trA Sec 4 Township 5 North Range 65 West. Project Na : 2006-201 . .r CI:' n. — H Dr-.).SCription el g _ F, -0 I C G ne C ' 0 da ©I "' cL � C3 cu. co —1. r1 ,J'- C4 J 3 co - - - °`' t jv oS.v,'.Sc 3 ji.; - .'s cvc rf's Y t t -'is k440.•k�b r 'n'' ' fr -•'-ry'' . • 51 SILTY SAND & GRAVEL WITH • a ► I 1 COBBLE '_�$, I , 1 ,i - _ jai• � I II 1 1' - rir � , r 1 I e, iI I r �I • 4 I - SANDYIL � CLAY - . •• II P I 1 a a I I : Stir - ' SAND & GR , DEL WITH � = _�. °i u ' a " a 1 9 7 ;. COBBLE 4:;::: es I a I 1 v a s a I 6 i G4 . ,�,�%�'� I a I I I 4 57 •9aa' a i I , I i e 1 a-4-4`. I ii I e 4 • a: 1 d ` r as 1 1 1 d I a '4V'M �_ I i! I j i a 4' 6 0 R I 1 i , 1 „ / " aaQa 1 f " 1 I 4 3 G 1° a a a 0 1 1 " 1 I c G a+ia1�a i E ; r 3G 1 r' M I I 4. y`��' ' I I 1 I ;1 _ a s a0 i I I 1 62 _ ate 1 a a, 1 r 'r� 43 a0 I I ; I I r t 5, ' �$' . 4i r a I I I' 1 ,� 1 1 I r `� :' 1 r I I 11 . I - d_ wi as 4 P I I n 4 tPtiF a , J h v ,� a Vary; 1 tl P 1 I ' SILTY SAND' GRAVEL • ?-— n ii I * tai...<4 II P 4,•. {��'y r. y, r 4 I q i I I`�'`r + .4a�"Y a 4' I i 1 1 a i 9Ldf .'+... 8 }_S eC� a 1 I $1 I e I 4 ;;+n;s�L-rr+s ;, I M 1 a 1 M a 66 ex,w-ezveit. _ti•tr s��Y� ' 1 i I I 1 t,°er.e p.r 4 alr�srrss c I �j1 1 I' �n ice■i��:Y�� 1 1 I i . . .■ . •. I 1 I . • a '�'SANDY SPLTYCLAY ' a" a'y 1 1 1 1 a 1 1 SILTY SAND & GRAVEL 58 Y r_ : 1 I i i 1 1 I � I 1 e"i'.'t.�L.a1s■ • 1 I IA j I 1 • ��-Yrs:dfUr. 1 :. II i I I - .SILTY SAND & GRAVEL WITH _ y4 � . � ,�_ I i , I 1 • ' 4.J' B 13 L E 7II _fa0+i as l p.: 2tamaiwasaw ii as 4 f h 1 i' 71 - saial G, ,� ' r 1 I it I aa 1 `jii,id , 11t 4 al i 0I 72 %seta M 4 Taja ado ay I I I . Gam,�� _'. 1 I P I 1 I -1"‘ S ��a a i I I t a '' -' .�y' a I a 1 1 a ,aaa; � i i i r 1r I a3'�i I T j i i M sacra I 11 I = I I F 1 !, l � - ai •1` c 1 i j • I f �97 5�ae}�5� I� 1 I I Y 4 ilia 1 i I 20014 I 1 tl I 1 Y 1 -IlL illia' I 1 a I I 1 1 !r 1 The stratification lines represent the approximate boundary lines between soi.; and rock types. Insitu, the tranlsiticn may be gradual . • r Aar Water Observation - Bor rig Started -, -10117/2006 Initial f L:T--- ii " ' Boring Complete : 10/17/200E f _ 1 di li `r L.. _ L, gged By: T Water I 10/ 17/06 Two Fivers. Tes ; r i ec proved B Tt . LOG � F TEST BORE - ( Log 4 of 4 ) I 4 -. Client Dust & Dirt Excavating Project : Ski rry 'all Design ' Site : Sec 4 Township 5 North Range 65 'hest Project No ,1 : 2006 -2O1 1O II - IC el irit3/4. DeSCriPT nl Imo ' b MIA IDID It. u+5 2 I a. 'Yr>•' �1J./ ar it is '� U 00 Ca i�- Cr ELi ID Ca. maj pa isti C Cr E 3 3 X17 Liu In ifs; € .,_ 'A$a. '�e -� �:, f ��s�� , -�� s ' _ -- 7t.� e��i's.`v ,. •z 9�a?e: • . ^ _. .. , _ - - .. ' 3� - ` `- ... awfar '- i: -- , _ SILTY SAND & GRAVEL _ WITH 76 ii ;.. r r: gay . y I I 1 II 1 J • 1 r t I C � �IE 3 C I � 1 ! Ill I q a F , I I I 1 I 77 _ I I III d ,I i 1 d . '_ iiyi.. R I 1 I I SAND & GRAVEL 78 - I a II I%Sip•Nu'"N%. - I d is I I II ..,......e..2„ 1 I . SILTS TONE (WEATHERED- . ', 1 II il II III al 1 ! I CIROWNIRLIsT) a , • �� ..ter.dmeases. ! f � ! I, I ,�� r I r I 1 I. i I— I I I ammtiol r r I I IU C) in I I 1, I ,i..�e tl I I, I I I...d � a I h I ! I a I I 1 I I :'AIL d TC� I`�IIE GREY = I i I I P h 1 I >I I 44G II 1 I I 1 t rf N I I I I I n i it 1- S n y I I I t w I I 4 I' a t I II I y" • M w rI I I tJ La -' I 4 I - I l ; [ M - -- ! - - — r I 1 I I �I I r I r I I I I 122 1 cl d i I I d r w i I ;f 1 I I 1 I - - 1 I �+,, 1 I I I e i .I. 4IIS 1 I I I r 1 fir. I I 10 I I I I . -I I I I • I I i 1 a -1 ' I I I4 I I II !1 Y I. I IP 1 r r ° 1 I '1 1'. I r I i r I 1 I.• r-I 1 1 ,� I P I I I I I i 1 i i I 1 I, N 1 J r 1 91 ii 1 p. G I r I I I [ ' I 1 • I' 0 i I 1• I I II 1 1 V UI I E F j I '* I I 'I I all I I I 1 1 i I I 1 I.• I I 1 I 1 I 1 y 1I ft 5 1 I 1 i I I I I I 1 I. h i 1 I I 4 ii i I I I 1 I I I i I I I I I I j 1 I 1 1 i i • I I I J C I I I f ° I I I 1 I I. II I ` I I I 111I I I 1 I I i I I I P I I j • I I 1 11 I 1 I. ? 4 I I I I 1 I 1 1I • I D I 111 1 — 1 I I I I I I . I I I I I • I I I I I I t 1 1 H I 1 I 1 — I I I 1 x 1 i t 4` ' sr I� �I 1 r• � �I �r. - --the- ^�y ,rye p �}C I .�•� I �j ,�f �/.ya n sail and n _-_ �R • 11 � � f7Watio.1. , IIna] represent rIW A.i� 11a4Y boundary 11��'r� . rMV between �� I�''�� 11 N� I.� M�'� •� y F t � , the rJ lI ' rw !TIP* b� gradual: Water Observations - , 9ortnlg Started: 1D/ 171200eIniti l ' J'L: '1 1 ` • � Soring Complete: 10/17/2006 II -VVL1 Logged By: TIC p Water I._, '�I _� r<. C . la/ 17708 I Two Rivers Testing I n .. . i Approved' Bar. TMC- w fr LOG OF TEST BORE - 5 ( Log 1 of 4 ) I Client Dust Dirt Excavating Project : Slur . '' ail DIe_svgs Site : ; e 4 Township 5 North Range 65 West Project - _ i 1. - Description , a CD 4t CFI 1 jai rn LI c.0 m at Q o D 47 CO ti L1 AW' ` _ - I ... :a'.a3.- .:.. .F ,{r...°Y'. .:'� �• tip... 1+•> -• f14��. ' SILTY SAND WITH GRAVEL .!}cr - Teti n' a� i f 1 r 1 �, ' is t r14_.z flN ..: 1 1 1 r i, r rrI is �rati:2 I 1 I I - a.'rrea r. it F I I o 'rs'l v:� ni&P- I I r i, a ZS ::-3y I I I 6 • 4 em N rar• I 1 d p a-+yt -+rc:�r 1_— - - i- _� - - i r` 1 d I — 1 Vr ti I 1 r Es � , 1 1 b I 1 q SILTY SAND +� .: ,,..,T.5:44Th — _ I a I rTh �. y „ I i I I I 4A . •' .1;11O 1 I i IIIIi 1 :rt.* • s~a I I 1 ? M J t ,«"tr I 1 a r a 1 1 I I i 1 I M :. I j i 1 I I 1 1 1 I :,__roi: �, 1 I II 1 Ii 1 I I I 1 1 , I I I I I I 1 4 I I a I i >�, f 4 P 1 I 1 I n "S I A 1 I 1 I I} ti I I r I 0 1 I a.BF-r' s i I �. 1 I I ~4 I I r I I SILTY ; E1_ `' 'tTH • - e h I 1 1 I .^� 1 e p L � LE .. 4 ° I P t 1 I I b 1 I a , i E _M_ r .. I I ! A a II I , GROUNDWATER V -�� - � 1 1 A I ' I I - I I 1 is I 1 I 1 �. I I I I SANDYl � • , .. i I I I CLAY :a � •;.1 : A N I A a . ? . , ,, , ny I I M r I -- • ' • rd I 1 I I t �' .F •y r , • � 4 � r a 1 II II 1 I 1 I I I I a SILTY SAND & GRA'I+t'EL WITH I I e I 1 r I y I I I I I 'COBBLE JL 1 i p 1 I 1 i -r I 1 i ; I 1 1 e 111yyyI I 1 I II 3 Cs' — w, 1 a 4 1 + I , h : I 1Y I I�P A 1 M 1 I I 9 I 4 I I 1 �i • 6L I I I I I I I I I I I 1 I -I% I I 1 I I 1 a CJ ;~ ' r y M i I I : ti`s:•;5 N i d � i - ei$ •I I I I s, . 1 1 I I ` I I r, 1 1 I ( N A 11 I I E y 1r a DI i 1_. 1 I ll 1 1 :1 I II II w P I 1 I I I I i1 II " u - I h I I ind II I I 1 I I I 1 11 I I I I I 1 1 i {a< 1 i p I• I I I k 11 I I? 1 i I I I 1 1 2 1 ricre-- .e ! ' M r I P p �' 1 I M I. I i a :S " ,- I i i 1 I rila L n 1 I I i I I . .**�y�- I I I I 1 �I"r �� r 1 a r 1 I I �I" I I r I I 1 .. itI I i I I • , 1 1' 1 I I 1 1 I C k I 1 I i I I I I G _■ i 1I I I4 1 I pl2:3 - _> 1 I I I , I I I r ii' I ti I 1 I I I 31 sr ] • I ii I ,I: TI�r ±rl?iai' P1 lines represent C approximate kI �tr�d ' dlr�� _y1111 �^IiP -� rick types . inrtu , rhe uar� ifi�lr� �"s —p— Waler Observatrons T nitial Li . ? I Boring 10/25/2006 r t AWL; storing 10'25/201 Water Checked: 10/25/06 . "` � ' IJM allirie -, - LOOFTESFBORES ( LOg2Of4 ) CjeIil �� lt � i r� rt Excavating ; Froct . Sfurry Wall Design F Site : I ec 4 Township 5 North Range 55 West i Project No. : 2006,201 DIe:scrfptro �� -�L5 0 CI (74 a is 0 em 4. r~ Do 'Q ,atz %as .--.. rr 44, _47) c - C in�.. col it :. di CO C et + ., rte`' .9 I L1 c ` O .> .�.. p .' .�,,r ' ir $ �G< ..:�: a3y�k` yyr �y - ,".n' -. yr D 01 in D M '-�- a SILTY SAND treg. GRAVEL NTH _a 0 Q 0_ ' COBBLE 'a a la y�_ �'�'� u ; I t 28 = ■ 4 O 1 , Ta0404 JM J I p are at O 1 1 29 o ; M tea 7F I i - eil I M 1 30 4 ia: b I I I I I I i 1 , ` wa% 1 I I i r 31 -i l Arta-a • I r I � 1 p , 33 9• 494 1 I .'I li .:a 4 - ! 1 I .444Q1444sa0e 1 r I 1 i R � �il 34 :0g 40-9 I 1 1 r I -Vasil. I i i I I d;414 1 A Hoag I i I , - pay - 3 4 3. ae. i i I ■iai. tiii ! A a ail *a 1 ! I G 0 � r i I 1 I M H 7 ,-Fa 1 I I I a I I • ire I I I 4 I ! I 4ai �?4 _- .�liai+eia 1 I 4 1 SILTY L14 � •re •II;• • + . ■: ■ , 1 I I I N ..■ ii ..• a ■ ■ I' ■ ' ■ ',.n ... . 3 • IL 1 1. A ! 1 1 . f • . I . ■ya I 1 . J I I SILTY SAND & GRAVEL MTH $ 4 464 % ; tub 'COBBLE .tri, a4 44 , I 1 r 4 T1 i 4: 4_ 4 1 I _ I P I 1 L4 0 4�4a A � M - 94 4sa 40 1 I , A War I I aQ,ilia I a I I 1 0 *Sae • as44 - . I 1 I ■YID a ; 1 I I I ati�a?`�a]`r0 I 1 G I F 45 . - `vaWa 4 I 1 1 0 0. I I -,ti alau dagi 46 7 nag, 1 I 1 I i I I I I , 1 h 1 '-a4aF yi/41 } I 1 I 1 41.949a I a i 1 ' 4 • aaila 1 p�p a I I Pew h I =ya l2,110 a art �4 I I I f aa`amiarga I f 1 a 45 tea'+ 4 t7 I I 1 I i I 1 II 3 ,i:O4.4.111 .'M I I I 6 49 ,',.,a,:a i I I Y JJ U a 0Q0 440a I I ' I ■ ,q 4_4 4 h" rya jai 1040417444.1 i 4 The �+ y p �^ r} p� __ ��. �. 1 I N I T�q c`1�t a d l I I U IGt t I LJ F 4� "-1� �C y.d r L'�. 4 � I� The ,r3��I rr1 r` �F`s .� --- .. .. ..m........1, __ -- _ _. a ■ Water I� rL1 + r r'^ p''r �[ - rp- 7x11" .. .. ., `}I ricar°� a1ry s between soil and. roof. -type- JC-IsI :ti , Pie transi.tinn may g,ra lUa ! _ - Initial VVL - rr . JR_ re II .- Son ng Started: 10/25120064 VLF 9' I Boring Complete : 10/2512006 Locged By IWater Checrceic : 10O5/06 TM Two t TestingInc_ � In r By: Try LOG OF TEST BORE s 5 Log 3cif 4 ) Client : Dust Dirt Excavating Project : Slur I � Design Site : Sec 4 Township 5 North Range 65 West . Project No . : 2006e201 kir Description it, r` gana in {n. C c4 ,5 C r , CU 3 to En Cr)ate-_ I ,..r o Pa&I .,:r- - sue : SiThk g,6Yv'N• = x%62 " F - _ - ._ _ - .' _ _ - - - - - _ _ r .� d (' lenlECI SILTY SAND & GRAVEL WITH �' _ - 1 . . i . . BLS ., ! ; I e I 52 3 I 1 1 f I I I I I 1 7 II a -'sti- i' c .I r 1 r 1 F 4- 1 A " r � lit 1 A 1 ( 1 1 t i a i r 1 I i �. I A 1 I M I r r• :91P AI A 1 I M I i J t ir I I N I • I i k r ' r N 1' r 1 y6 b I ) M M Y. � i M I I N J 1 r 7 . r '. r r M N I I M I r na, I I M M __ 1 I I I I L f U M r i M �` I �T 1 1 G I i +� r I a I 0 e- 1 I I f 1 I a N r 4 Y Y T q Ir r r is .I-Ile K. I i I r a " I I ■ i r i t N i r II d I I I iAr. i r I f I I i I 96 • I � I I • P es I N a Q I II IJ G w eel .� tik 1 i I 1 t t I i f I " a r i i I I I r I II J r J E 1 I I i i 1 A i t 'F F p i v t '� " I d N 1 f i t - _ 1 I t " I i i r 1 �" I A 1 -- r i N I sir I 1 a• I I I I k - r —.r 1 r I r I I L I 70 ., . ,• . ,. M i I I SANDY -SILTY CLAY r I I " I 1 I • : ' I • I ' Fit f I` I I I I 7 1 -• : I I I I I I II i I I I 1 1 1 II • r t u 1 I I • I v ' Mira.a ' I I I I N I I I 72 ' ' IL 1 S tLTY SANDY & GRAVEL WITH <- 1i I r ' COBEiI_ T '- T + I , 1 i ._a $ ; III 4 I I 1 ti 4 1 b 1 r _ c _ • ii - ,� i I 1 I i II r . - • I r 1 1 •i I I _ 41. t f 1 I 1 1 I l�� r. 1 I t I r_ .i I Y I. I • I I I _ r '� . 1 i. N f 9 I d The stratlrfcalion knes represent the approximate bot- r►�,ary Ines between soil and rack types Insitu . the tlransirron may be gradual a_ ;Water Observations a tta r L� --► riarenci Staled : 10/25/200€€ I r Spring Gompiete: 10/25/2006 _ It Logged By TM Water necked - 10125106 T o Riv Rivers T _ ire , inc .I _ _ Approved By. -INC I, - - _ - - - • _ - - - - .. -.., • .• .. - - - ri LOG OF TEST BORE r ( Log 4 of 4 ) ri �� Oust DirtExcavatingProject : Slurry Wail Design Situ : Sec 4 Township 5 North Range 65 West , :Project No. : 2006 -201 00 H DescriptioH n ;, C _I C !C .C ft Ent *r— LC 0 COMEIN . i(Yw"hd t ') i4 ..•kywty.Y+e; .Tiy� - - -4- i.. ��••�, a.c„ y y 13-*" — FY,‘ - - Sc: v. • SILTY SAND IL ALL��PT e Irii i 1 II COBBLE A _id ' 9 7 Y II Y L d i I I al. e I I I I I _. a : "�.' II I 11 I I I I c I w � - y I I ° I 1 j •! �_�, I I •1 a ILT TC Ir AEI ED= n �` I I I I I Id 1 • a' 1 Y I I BROWN .pp,,,ryrya. a a I 1 SJLA � L 1 1 Y 1 _ { a: a . 1 — k gimiSiltim I• 1 1 A 1 1 llis! aI N i IEfl I i1 ASIMIIIIII Pa I 1 j 1 IMIIIIIMII 1 r 4 yit SILTSToNz GREY a � I a r — _ — I a I 1 j • sa I �_ — I I A Y i I N `. 1 85 It I — I I �.� I i i i IM _ I I I Y I 1 86, •, N ti n I I I i 4 I w II 8 i 1 p 1 i ' I I I 1 I r' a 1 j 1 I I I 1 I I I i 88 I 1 i I !I J 1 j I i 1`iN I 1 I A I N 8 I I I A 1 7 F I I F I Jilt n ! I y C j I I 1 I Ir 91 il 1 I I I I I I I I I 1 d I r 1 I I 92 : b n I I I I I I I I 1 I I I . i I 1 li I 93 • I I I I I II r 1 I I 1 a I I 1 I 1 94 t • I 95 I I a I I 1 I I I 1 l '1 1 a I N I I I d I I I I 'I 96 I I 1 j ! I a I 6 j I II I n I I r I. I 1 I I 1 4 3. 97 - I 1 I j I I I I I I I I I.. I I I I I II s 98 M I 1 I r 11 I j N ,a d I { 1 . I. 1 a 1 I I I I M C E 1 I 1I r 1 I 1 ' I I I I ' I I ' ' iI 1 I I I P ., I 1 I I 1 ° j. I I I F' I r n L •I I 1 I I P I I 1 i ad I 1 a I 1 1 I I 1 I i I I i k a I I u I I I I -- — I I I Y 1 I ' 7 I I� trlffctior lips represent the approrrrte t�or�ndajr lines ta �+v +wr1soil n I I ,�".��s Er , , . CJ Ie - .ii - Water `,{ fit +z ►� be , 1r� i� I r1• p , � 1 Boring Started , �� FJ Instal WL - 9' Boring o�i Net � a� 0 T . R . T . L. 9' Logged By.- TM Two Rivers Testing Inc _ Approved Ely: trvir 0 — —_- — c_.•-. r- . - .. i _ ., .tea .,. _ _ t `1L _ BOG OF TEST BORE - 6 ( Log i of 4) f L s -e r r� t t Dust J r�t Excavating ' P rof Project :t : ' Slurry Wall Design ri t. ' Sae : Sec 4 Township 5 North Range 65 West F Ij t a � a 2006- 201 • is. CD Ys. CI Ir ENI C' tv- 41. -11 k-. Oact' _ ' '—' rail C .C it /•, * 691 10 41. ,�ra CI I _ — Cr IC a i ri0,cL-+x ;:r �'{'' .;. ...i,:�'�... • �^q'yi44 r .:sir r�iY�' ;rader+�: r '-'1-',:•-j-:: - _ __ 00 e�, eJ - . v , ,y t -p ✓ - f'- sue+' - Y+ rne �a,.� _ - .. - tiro satyr.. fit- i am: .i,�..• faY, - -x, v .s. - '. -..- •r.r_�y. --._ . �._ --, _ - _ . 's Gr _ 6h .. F:ti ..s•2- .'.t "'°1 n.. l ss "- _rr _ SILTY SAND WITH GRAVEL 0 -.212.........,-.-:-.62. r -- ; ■■■ ■rr■�. n 1 _. 1 - - k r - — - S^ I. -'i'-'le'b' 'i-6' �� I 1 1 �, ■.■.....Are. F I I DTI!, 1 pt.. p'� C 1 I I Is I I x.-�rrrs -rte I w'{1 L. 1 I I or R 3P1"o Y 1 1 I I •7 __ w{- Y . p �' ,4 crric-...7633C +431 e 1 tl 1 I ' •: OVIElx z r _4, `5.: I i..-a aiYa a r I' 4 .n..s 9- *TA �, I i fi . isati al r. 1,a;; 1 I I 1 i i, r-IC � t i i 1 I t lir�•r a v - i 1 I d --, .w ■.. ■'i• 1 i I .1 _ I 1 1 SILTY N D K,: I I 1 I 1 1 r ; is I 1 il I r 1 y %{.} 1 I a ' it's - • N 1 a M 1 f • M p, 1 a i r' 1 4 1 ! r r. , I I 1 n4': 9 J -% I I 1 a. I I . SILTY SAND es,. GRAVEL WITH 1 ..-"a a s so 1 i i 4 COBBLE � ga ng-now .II • aaatii- E 1 1 I rr7' are I i a I r a,-1 • hi - 4 a 4 h:, I . .� -aariasaaa I 1 I, M I r.-1 I 1 I 1 SANDY SILTY- CLA ' . - ; . I I , �. t_-; _ •-• • 1 1 I I r - "• • `e` • ' N 1 r I roar s . •. • ' N p 1 ` • a . . rr • r r I -} I r 1 . I I r me .-.• WenrI 1 I ! • Y I 1 a 9. • tY■ a trr ` I I. I I A r r . pI N I I i 1 E aI •r . II a .. • ' 4r I I I• II Vat 1 I ■ w• • .•� I I Ir 1 I I F r �.r ■L■ I I Y II I III its �LT.L �fT'-.�[. I I rr�,p1 1r''31� �){I, p rf'y'{', r •,i .•r; • •«` I R•. , R � L1 tl l L.' M r�1 1 I i 1, V ...• t • i _r i■ I �. -If i SILTY SA D GRAVEL WITH J ill VI 1 .aliAa• ra , r ti 11 tl iil CBLE 1r - . '� , i I I J i ! I _�iC1 I I a i il r?J'1➢ 'XJY�r I j M r I I I 1i7y '�vi 1 I } 1 • i gee 4 • a I M f I 1 k I il - fir -�* I i t I I ir •+}4 4 N a :;rvaa r I I it r 4 4 i i 1 _ 0�.i 1 i` 1 ` - ,la �a I I S 21 ��ii�,a�. tea. M r a 9 4 rl, A 1 is r t '� yljell '' I ' II k f 22 �7�3 I i Li SI � Tyr SAND & GRAVEL . aa.... 1 ■. .s:. ri hpe N 1 I ' 9 I. mss-�e-:•n-..a I I 1 I I , • 9i "=;' F I 1 1 I I i' a .I EPOS I I I 1 m II ' II ��. .�u■Sv. 1 I 1 .. as z- a.w•Z• 1 r 1'. k i a p I I I rI i iF. I 1 I - ' .`. . .Can.. II I i I rli ....■ ti LSILTY SAND & GRAVEL WITH H 5 =nnnjer!i. -rs-Yg : M a 1 I 1 h COBBLE -Jr F Ia. ebt 1 I tl 1 i 1 1 1 1 I F a 1 I 1 I •_ r .. - - • - - p ion !Ines represent the a it t•'n irtakate boixde'� Iles between soil and rock types. Irlsct�l , the transit-Jeri be sal - r a � � �ilu�.l . ' Boring Started' 10/24/2006ater Observationc `i Initial 'L: Boring /24/2006 'AIL: 15T — Logged By 1 TM ,f Water Checked 10/24 06a r* r " 7 Rivers .Testing�/�IJ1r '� C ■/y� .1`..jL� �yyp�J�� , , . . _ _ ,. _ _ _ __ _ _ _ , LOdOTESTBORE6Lo62of4 ) rerrt : , Dust & Dirt Excavating Project : t ' Slurry Wall Design Site : Sec 4 To niship 5 North Range 65 West Project No . : 2006-201 C- 0 0 Description u , in Ca i O {gip cn F . C til o. D �Lg .y.. ro.-u/` T¢-/.. p. ny_•ot'1'-4P'Y%`7S.r - - - - - - ., .�,y�.$.{� ., .' _ _ - . • - 4 l 0 . { .. SILT'#' SAthD & GRAVEL WITH • w I i n COBBLE - ,� " prr i I r 27 oi_ �.i a. I r• 1 �iti�t" I U 28 ra.a4 aia�l , I J +� I 1 1 I i '��?eti tile49ti?, 1 1 I 1 .4.0 {a.a I 1 1 11 SRO il4 I aG I i • 1 • n I .ai + a Q I i I I) Q a a ala ii I i �i- >7�, I I I I n w�, as-s 1 1 d ii I a:aRtased i ka 1 e 1 I .3, ..n s-ave= 1 I i I i i 33 Y• 7, 1 4 d . -49 e e 1 I Di A • ' • .+iiY'it +i f N I d 34• -ataaIa r Y ° E it 9 ii 5as r I N J I r Q• Aaera 1 1 Y J 1 a �7a rid 1 ! i °Sii3? e7ii s 1 M J P IQ 1st y . 1 N I I 1 .. . ... . . 1 r I I 1 �� '� r't a ^f a I' .� I ' SILTY SANE) & GRAVES. _ .� _r� I , i �j •1 JRJ �J I I I' 37 tz-ii +t----s. I I I II I 1 r-• r�r i�' VL�J I I II 1 at,�.,ai a.. a I, 4_ . _,rS w.r II IJ $r r.` M 1 -_ :tip I { I 1. I �a i a i �1-s-i I 1 u 1 w Iraaaiae :-.1'2. I I° 1 a �} M �" �` I i 1 1 1 I f e , I�.T' h�o & F �IiEL ►IrITI"I _OL i I - 40 I 1 i I I II i , fir- I I I 1 I • I 11 A . 1 M 1 u 1 N I I J I L +i_ 1 1 I n 1 i N I 1 1 a li • I '' E I I I I I I '�• I I I 1 1 Y J I 7 ° 1 1 'fir it-A h I I 1 1 1 I I 1 1 4 ' s it I 1 I I ti ir I, le I 1 l II I I - .. 1 I I I I I 4 14 t I 1 I I I Y I 1 I P i N I 1 •I " I I. `' 1fi y i I 1 I ` II -:, 1 1 l 1 1 1 e , 6 I ` I4 .: 48 I 1 Y I i r t t M 1 I' f sl i4 ! 1 I C 1 'I Y 1 49 _ N 1 1 Y M f L C , a e b 1 I I 1 1 11 N I I J 1 J 1 I 6 i 1 I 1 I '�` P 1 I ft d 1 1 f I 1 0 I p r r. N.. , _ - ... - i• 'r ._. _ .._...__. . r_ — ... _ _ - -- .. ° 'I I nr I he s`". � .E 9'C�t I Cl Pl � I-1 - represent e �` r r'p � 1 � °- 3'- -t ' � � r rid I ._s LA apifir _ xirn e boundary {d, IC s h�. ,.veen soil and rock types,_ insi .u, the transa(lcn may ual.be- grad i, '. Water Observations ` - -.I gala;I n S Started - 10/24/200 . .._ [^ i l � L- .1.115:' ` isunnI._ lb R PI rir flg Complete: 10/2412008 L: 1 L'ogge'd By: TM : Water Checked : 10124/06 -- - -- ---- - ---- _• _ _ ., ....Fi,Y,Tu _'.._. .YAW ,. _ st I • 1 I n . , IL LOG F TEST BORE - 6 ( Log 3 of 4 ) Client: Dust & Dirt Excavating ' Project ! Slurry Wall Design Site : Sec 4 Township 5 North Range 65 West Project No .: 2006 2011 0 0 Descr pt or i .; LL r h% L. . G) I LI itis C CI) al �1�'. , - . .r : .� - - - _ - .. .. - -,.. .. 4��i .�.1'..�.'M"•4 . .i ...- +r+![a+� F '- - .SILTY SAND SAND & GRAVEL WITH :Irate"11 i u r I g I � � y i� . C O B L� ' l i 1 B I r I a I S I I 1 1 1.ir k Q9Nlii F 1 G I a 1 a•�4 aala i' i 1 t I I 1 i J. Id a 4 I I 1 1 n ..a id a fa I 11 I I 1 _ _ " ' ", ,"i tb 1 II ' 04la 14 1 II I 1 1 + • 4" 0 :a i , 4 Y7►` 4� N- Ala, ' 0 • ,kabfa. .a 55 �f- --evw s r s 1 Y SILTY GRAVEL -iez_z-' 6M 1 1� ti.-. . 1 B 1 C .D..'i..LI J... 543 .. r -- ii.- .. vossiotteileititt : -_ I 1 j !,...........:.:,....c... I r ,nc . . . °. P-ssi-x • �J lei `-..eZT�F.v.'�:•=r_ • a.14:i::is Iii �iS-."r�r f•.er v.-1-my ..: - c. ?.zsrc.. r-: V e _ .:,t .r,e, . SANDY SILTY CLAY r: ,rI :; , , C I I r ee r,. . e _ I 1 �� p * ' � ' i ' d 1 1 a SALTY SAND & GRAVEL WITH 1 u a OBBLE •- - 61 - ' - r w ; 1 B ra Yi .at � i 4 'air I 1 :. . . F I I I r Vii} $ari I + rJ 7 _Y.}_ _ r C 1 .a �Y . r I 1 ► I . I 1 1 1 . ir, - R3GM i , 1 1 . y�+��y � I I 1 r I 1 I 1 C is 1 1 a i . - ' _ - - 1 1 1 I :SILTY SAND 6E:3 - 1 M 1 I I 1 ! U # i ':_ 1. 1 I 1 : 7•fi. a1.1 M 1 a�� i : °� .:zsJ ;. i B t I 1 1 � SILTY SANE) S. GRAVEL WITH B i ! r IN- 1 B COBBLE ; _SANDY Y° CLAY a00 : 4: . ;. I Y Y T 7 i I f r1K gel IIr : rr . ' ■ - . . : • .• r . , . - _ -72 A ' I C 1 r SILTY -S-AND & GRAVEL WITH _Y� COBBLE 73 aI II :, Ya�� I II b I Y 1 - - I I I I Y I B N I _ 101 1 1 I B 1 I I I I j file str trfi icon hues r went the appr©xim1ate b1?}II_nr.! :h,1 , IJnes between soil and rock types . II Js)tu the transIt1Qlr may be gradual. Y ms's — r►' - . -. . -._— - T Water Observations _ B rint2 Started : 10/24/2006 ! rate ' VW. : ` BoringCornp�lete . 10/24/200 , 151 .1._ . R . T ik -r Logged • Td1 I . `10/ 4/06 • _ , y i`� C . , T� �Qiti � , C : �: ,Appra�r ral1 - --- _ � i LbdC1TESTèORES6 ( LOY4Of4) ___ r 7I lient : Dust 81 Dirt Excavating Project : Slurry Wall Desi n I — di Siteo I Sec 4 Township 5 North Range -65 West 1Project No, . 2006 - 201 j rs 8 C :ii Description e) tlei c_ 1� 0rto cf; fij _ to te U Sn Ste 1Finial' Iia , '.n .�I'NL •4 ' } .J. - '.4 '_L.,.1 - _— ti w y ' '..`1'•r .✓A4 t ky. I+/1 —y' ' .' . _ _IJ — . t , I Y -•k, a• E• - per" i Y t + GI Y'.� m Y °1� ?f.' Yta: ;, aP . f. i6,q ` [v.r r, "ti.+cr -7 SILTY SAND S GRAVEL ITH 75 :4:s :- 1 i u i COBBLE -Aga .?¢ ' I r I , r — _via a I .fir I e 1 r I77 _ I elaadi p 1 1 y Yeas 4 IP I I . I a M I _ �a�arag;Aar � i r a I �+�'�0 4 � �1 I 'i I 1 J — 0i1 0 I f I t 1 r e �; ivada I 1 I i, I I I M ie.a I 1 e I- { aaa . y 1 i i 1 I - a la., I ) 1 I I H e 1asken ( i iI I r Veto I i I I I ealraimagaa I I 1 I I w 62 i ��t e I I 1 1 c 1 I I .aka is ' I 1 I IT s . ia,iei.igi I iII I Y-i _I m 3 i1 a I r P 'aa'Y?a I 1 1 I M I I �p � 'a ` l I I I ( ( 84 .'41:14 . N , 1 1 ",3•i I i Stet M I I 1 �SI 4 4*gala4_ tl I ' I ai n " :aaS ,j • ' o I I �i a.3 h I 4 I I : 1 P 1 I I I I I 1 a4Yaa I 1 1 M $ I 0,0;.009,i ' I I r a,rodea a a� I I ! I L r J I I r 1 I 1. d �3 aaa I I N SILTSTONE WEATHERED- 88 - I I a I d a,- I I I I I 1 B'R N// RUST) I I I 1 i � - B - 1 4 I P- I °ILTSTONE tG.RE'N� c� ES y — I 20 . 1 i e I 1 I I I 90 --- - ! r I , I I I I I I I L ! 74 1 1 I- eIYY� - - - I 1 I r 1 1 I . �-�• — - a♦' .. a - ` M 1 •� q 1 1 I 1 - Y I I 97 @ 1 I .7,11 I — ' , _- i , - - - - r - a 1 1 I I I' I 1 J I 94 _ I I I - I I { I I I I 1 r I I I I 4 I _ I Y I N I 1 I 4 I I 1. I r r I e 1 I I 1 1 i I 11 :71 6,; I i I I I I N I ,I I I N 1 I �' ' 1 l v: . , I 1 1 I I I r r 4 I I 1 I I r t I 1 I `I 1 ; I I i 1 1 I I I' I I I —4 r I I 1 I 1 1 I 1 I e 1 le- I. , I I I r 1 I f 1Do i ( I I N I I I N N I 1 •J r • i_ 4 I 1 Y II 1 I r J 1 I 1 e 1 i i I I - t 1 1 The stralificLie.YDn lines represent the approximate boundary lines between sail and rock types , insitu•r the transition may de gradual_ Water Observations Boring Started; 10/24,2006 trutial 'Nis A r1 T Pt T-- . . . Baring Complete ' 10124/2006 Water Checked : 1 10/24/06 Two Rivers Testing , _ Ap+proued. By, T t I LOG OF TEST BORE . 7 ( Log el of 4 ) — Client.: Dust & Dirk. Excavating Project : ' Slurry Wall Design Site : Sec 4 Township 5 North Range 65 West _ Project No : k 2D06 -201 J DOSCriPti On 117 _ tn c fa C r, ,.ea Crim a SILTY SAND WITH GRAVEL `.. Z ee.sr' >s,= ,, *' a 1 1 r I L��vre— MN1 I e A I 1 l i I I A q I I 1 �Y•r eeirrer ! t I :":1:011:1:50X• ti e I 1 :ms -.�-er . item ar.'f't, A F I "l =z r .-aYa■ '-a.x,.: I 1 k I I a.aii. ....7. Cti -.r-3' �Yi LYJ i13 1 I 1 Y 1 I L iJLliarsta I N 6 4 1 I it :B t•: - I I 3 1 1 a ^'P �'- -�_ I 1 9 1 1 1 1 I :,::ice�i 5-?: fl.M. a. ... r a 3 I 1 1 I ii z.P.I--yli-- stuff%1i I 1 � f 1 I 5 -:e .11» 1 I I r I 1 I I l--y r"2":•5 1 . '1 .::..ri-a i 1 1 I i• .�a ' n II 1 I q I .". _ryt I I U 1 I' I q 6 • ::::::..5,a----;:i, 1 P I F I 1 1 :I jY ' p j I afaS. b N reedve. F I , I 1 T 1 I r 1 a I SILTY SAND & GI VEL (TH ,. w� ;o 1 1 -V- ' i: ; COBBLE , . ,�� ,e a Gti1�~;il,4, a. 'r �l' `�,1 N I I -9'4404,,) " I 1 r 4 lraL4aa I 1 a -i r alevig ti , Wr $ asara adaora tiff i ai is h h 4v7'�,}'�,�'43 F I 1 1 k ; aaa 44 =t* i 91' 11 r) I I 1 1 � 0 `*la F 9 r -3�3A73 kk - a 3_.i - ar I 1 SANDY SILTY CLAY ; l::�F; I i - --_ . a . , . C - I 1 :: .a:ri ,' . . 1 SILTY SAND a GRAVEL VITI-f - 41`44. s COBBLE 15 , _g� a i i I1 ;o�G�'a a 1 I 1 ata g'+� 490. I 1 I 4i4'itis q e 1 d taise-i3 i ,� a I N I i G rour &water 7 „ 1 -',Ate, • ija 4 4 - 4. 444 _sari ;ca I I e 1 B 9aas_ 1 I Y 1 1 - a , a 1 i w . YY 1 -W e i e 1 I -iStet* I r 1 fl I I :Ave ; 1 P M I I • a44 1 1 1 1 A 1 20 e k I I I 1 bwalsaaka a F�a ��a da 2' 1 ' ag 1I. f G I I 1 22 ; ethaea 1 I M d J a. Id-9 a 9. II. teed'? ed'? a al a I f 1 N I 23 - ?i1' I I 1 N �I' 49 1 S 1 1 +3'.II? tilat N I I 1 I i £'i I I e 1 q laaa 3� r r a e-Vai 4 I p a era 1 1 j I F 1 flee 4 1 I ! 1 I I, 1 I 1 - aa ora0 1 -I I 1 I k 1 1 I sari-ki to, 4 • A I I i I I I 1 _,?_4.re i_,7 a 1 1 e 1 ( 1 1 The strati.fication lines represent the approximate boundary lines between seal ( and rock types.. Insicu, the transition) may be gradual Water ObservationsrTi, rial -- Boring Started : I1Dt24/2006 _ - I Q OF TE T B . E . 7 ( L= og of 4 ) , _ - - Client: jDust Dirt Excavating Project : Slurry ' ' al I Design. Site : r Sec 4 Township 5 North Range 65 Wes t P" roje No . : 2006 - 201 •. ;r,.Description . a.3 _ tal are a In Z 4 = - C to I It t All ir, ,,....„ -ii 7' _ _ GO 4. YL `Cryts1P: 2�`a : , ro ti: `r.._ 4 r i r i . Mid .. ti ., u.avu0li"iSJ{.k''1�9r+ � _ . • _ Y {•y y .r� !4 '�' "GL~.��'!7"Cf�..�L` •�'x�-�la�-�Win..�r •.., ir+,.�'. SILTY SAND & GRAVEL WITH I I • I I 1 1 I' p COBBLE 1 I i 1 ' il SILTY SAND. & GRAVEL L ti7,....::::::::::•*:::rY d I r ! or swag r •: : 1 1 .�.iiXerinrl.. 1 H i 1 -=• 4r 3a= :: p g3 I I 1 I I ! If I r1 i -r ! I I I 1 '~m k. a I p•r,. : r _era a a I I • .. . i a ar:r ■ •11•�'i• I 1 I F =:rte p* I • %% •:r i -- ■ • ■ r i 4 i I II I 1 'p , I;e a f m 4 i I, I I ) Jn 7-n-:-.1:-f. T S• T• ar 1r1,..1f I II 1 I 1 — Iai tLr 4' I P N I I I 1 SANDY SILTY: C LAY :. allic, ' I C I I i n 1 I I I p Y • al I. r , • • I a -' •+ • • tr I I 1 I 7 • • ' a: a ' I 1 • I 3 2 • 'l• 4`. '. _. I N M I I I SILTY SAND GRAVEL WITH r I I COBBLE I r I I --n r-, .' f I aiedl 5 III P _ ' I 1 1 • . I 34 !I` I I . a 1 I I I I d I 1 I F -"P :.7. 'i• I " y I I i 1 1 I 6 u d I I i1 J i:Y. 1 .. `� I 1 J I I q I 1 36 I 1 1 I I d II 3 ' I 1 ; U 1 1 I 7 .. i �ti■ � A 7 I 'r' ° I 7 i 1 i 1�c a eigi i p I I I I 38 f'u'-• _ 1 1 y I I 1 p I I u I P `: � i r I I p 39 - I I tl I I n N y h 4' "- 1 1 Y I n p 11 . 4ii ' i I i h I I I ; Y I 1 I i d 40 + • ti?.. 1 4 I �y , 4 1 I i I 1 I y 1 n ti pagst, , 1 41 LigeI 1 a I 1 i II I r ! A 142 o'p 1 q Y t A 43 • r I P, ��yy�t �� 1 M I I I i !r°II` I I I 1 1 T _ ` P 1 I I il'�1 sr` r I 1 i I I , SANDY LT I N p p e e Y , : Y ' : 1 I I " 4 • • y 1 I 4 1 li a . •• • - i 1 1 p M 1 ' p I i 1 I ! I 1 i ,•.• • ■ I � • r • • • h J. COBBLE 48 ' �' r7. 1_1�1; I I r r r — I I I I � a I I I 49 i _va p ' �ri .` is i I I I a� M I I r I - `��a3 �• f I r I u I. "il +� I i I n r 1 ` r?' I I I N Y ••_ *a I I I M r p I I I, I I I J _ 1e? I 1 i p 1 I - l ril �3 1 i d 1 1 f b 1 1 �- F —..---- Ow I.. The st�r at fication L _— - - -- senIs the approxerrate b ndary Hines bet wen soil and rod types_ Insttu , the transition may be gradual , 1 Water Observations ,&flng• tart 00 6 ; Iring Comple e: 10,24/200e / Checked : a uiged By TM 1 keLl • 1 6.✓J i .4/03 Two Rivers y tr Testing ,� Inc.I �� . Tl�►'I� taatimarsalaasnampt LOG OF TEST BORE — 7 ( Log 3 of 4 ) Client : Dust & Dirt Excavating Project : Curter Wall Design Site : Sec 4 Township 5 North Range 65 West Project Nn _ ; 2006 .'201 a 1 a Description I ;I .17. an :ffre v} iii5;a2 „� amini ...T. thpi. :us icr; :: a--; (00 3a312. Cf Insinaegampailasaal ; CZ ig. MI j j :um �' , ni : M I e � ) f� ' '' SILTY SAND & GRAVEL WITH " a� a'�, �'� I ; I �.. . _� ,aaa�,. . 1 s i w COBBLE ' i 1 .1 N 1 1 N 1- 3 : p 1 1 I 1 M I e 53 � M 1 1 I• 1 Y N +i 1 1 • . •a. 54 = - II 1 I J J Y I I I I ti I 1 I • I I I��,�a�a- , I 7 56 - Y- i I I 1 d ° - ,� ! I I r SANDY SILTY CLAY 5 r • �Tv .m'.i ■ ' I .-• . '• . C d 1 1 I • s `W S• M e 1 . vao '.•s..y .4 . - t I I 1 1 1 II I 1 ULTY SAND & GRAVEL WITH � ►a� M, ar . rl Y COBBLE 60 �. �a' Y I .;i�� bi�i p i p { • I N I 6 aria I • ! .vo: I � � I _ sir : ' s' : ' : ' � I N I I 1 1 SANDY SILTY CLAY : : ' . ' I y I 1 1 . ! d I I I 1 i 6 ° 0* IL 0= P II I I I 6 1 . ' . • , • • . . I 1 N I E • Za ; yh : ' c 1 N :i, • , I 1 I L. swat' s. 4. 1 1 I I "I 1 : : : : : : : : : I 1ii. 1 I T I I I 1 J 1 G$ -_ : I Y • - - I I I •f• ; 1 N I 1 If ; .� I 1 I 1 I I 1 I Y I L �� .�•? I I + F iSILTY SAND & GRAVEL 4 ITH - II II , I z 600BLE Ge _ i 1 It I 69 - - . • i7 I 1 yi I• I' M 1I I 1 I I y I I I I - I I i I 70 .m�T�aa� I 1 I i I I e I I ► 1 a ri ` 1 I I I 1 r �i.� ' � $ I -1 b I N I 71 - I I I I I 1 Lei q�1� N N 1 I I 1 M I N Y .f 1 I ; 1 1 ;rl � l 1 I I a I M I r 67��14°it 1 1 I I i y ��ly 1 a Lr l� rJ ° „ is i. •:� i.,��.. I 1 I I I 1 I 1 I ''' - il �ri 1 I I I i I d _ II� I 1 • I istr ! i i i I 1 _ Flo I a I J I 1 I r � ''� '�ei 1 I I I I A I r • The stray -_.:_it on litres the represent I pprlydtUndary. lines between pails rods; t +pes_ insiu, The 1ntFn may be gradual , x Water Observations 'Boring Staged . 1 I ' a/24(2006 Initial WL. 17' - :Boring Complete : -10/24/2006 MI= 17 T • R . T . Logged By: TM Water Checked: 10/24/06 Two Dryers � ----' ...• -- = --- -..__.�. . « . ,. - - - - - - - -- -- - - _. I . - rlf� I I�'lJl• • LOG OF TEST BORE 7 ( Log 4 of 4 ) _ _ Client D ust S Dirt Excavating Project ; Slurry Wall Design , Sits : Sec 4 Township 5 North Range 65 West Project No . 2006 -201 o a Cldo P Descriptionar LL C CZ, C C a a n, ' r -- - 4 V> /-'_ —•• p Li tI C L LPN. �0 •" -.,:re-A : fYsv �.t J. .. . .: , .. .. .�Lk%._ .,, ... .,.. -•-., .. �.._ .61. vl..l �. . .�, Y' - t .� c.:.. 3. -..._ ,. ..,. ._ . .. >�,.. .. -. .. . . .. ... :., . .. .�A .. - - 1L r. _ :0w � t*.-_ ? 'r u•S _ " '_ Z1 •' • Si LTSTON E/CLAYZTQfal_E 76 fir", 1 1 ii I 1 a I I I i I 1 9 k 1 WEATHERED -BROWN 1WN77 r i i I j 1 1, I F I A I 1 E 1 I 1 q r 1 SILTSTONE(CLAYSTONE GREY F63 I i p 1 I 1 I F 8 pmis. BS r ° J. ° - - r r i 86_ 9104 e F h " I f N P + , I 1 l i I 1 8D • I i " I I' 1 I a i F i 1. ! N 4 I I I 81 F I " i i d y 1 I, " I I s F ,I 1 I " 1 I 82 1 I J I I 1 I h 1 1 I ° 1 I I I I I 6 7 i" N p 1 t) . " 1 1 1 I •II I 1 7 I u I 1 1 I . I B 84 i I it a I I 1 85 I I I I 1 1 i I I lI q I 1 I1 q N I.• I - I A I , • I N 1 1 I II 6 k 1 , I 1 1 b 1 1 J 1. T N II ` 1 I 1 4 a: i ' 1 e I IT , a i 1 i i* i I II P 1 f 1 il k r, —r 1 1 q i,{ } _I 1 Y • • t 1 A IC 1 q M { hi I k 1 q 1 i 1 1 + . 1 1 I k i• I I 1 1 t M A r 1 f 1 I q 9 I I d ? j 1 1 I 1 r 1 1 I n f I , I; 1 1 li A 94 I q 1 I 1 t 9 1 I I q J 1 . 1 1 ' q 95 1 I 1 1 j i I :. N 1 1 I 1 1 1 r(T�, 'r Y A I I I I N I Y t I r A 1 I t Y 1 I i I q .. a I i _._ ` 1 k , I _ i , 1 1 I i I I a 1 4 w 1 M } . - I I Y I.i I i. ne yyrat;f1 :anon Inesrepresent the approximate boundary c'r'ies between ;oil and rock types. Insitu , the transition may be gradual _ _ Water Observations , Boring Started : 10124/2006 oaring Complete. 10/2412006 • L_ Logged By_ TM - :Water na v 'y4,q.�7. {�+'J��y By ``'�,7 � .. -,ru.= a 'w' - _.. •.r r.-w... - . - ._-r. 7_V - Testing , Inc. F P� • T ,7 •. , � 5t1 �1 . Approved - ,. :. . {-r••:+ -- _=•-•pry• ►.rr.. y r .r--' - - - LOG OF TEST BORE 8 ( Log I of 4 ) Client : Dust & Dirt Excavating 1 Project :. Slurry Wall Designs . Site : , Sec 4 Township 5 North Range 65 West Project No. : 2006-201 c O ' Description P �' : ' 1' co �_ --- Tag _ ) 14: t U ' rh C ' 'tr. F,. .. .- u.. _ :' l.: � k 'i _..�.r . f ` yS.....! '. ly :J:1 . .'+_•r :i .v. ::, - ':.]f-"._. r R� - d o -p'` iX.�' � :...ter .r�6� . .. ,. .. . .'t. ..: .•. _ 7 , s.. a ... ��: .. ... a5f., :�:Al. -i6 - � n _--_ r , r "2.e1 �i..:' T".Y �'J..�S� M n'�. TT�. i+N. T F� -] r �-Y-.� f r �._ - iY"w�. t S~� 'tb1 _ - SILTY �r-rT �T . SAND WITH GRAVEL 0 � - I aaa rater rr r. 1 n I a : jv . 1 1 I L 1 h ;v•f- _ , LafS� Art'S. .+y �n• �.ss:r I f I I p C h C U sl i h II I h 4 i h M i • t 0_is:* Ih U ; SILTS SAND & GRAVEL WITH _ _' t* I I I b ��-yy � A� tiibri" i C O ISLE '-ea sta. I II h h II 1 4 ;1 '7 tii U N _%I1:444.01/4,4a�4�4'�4 I M 1 A 1 C 6 b 6 I' h I 1 II y��+�"? h�li*d I h h I M 4 .Y 4y%#.' F 1 r ' -Qtlyhia- ; SILTY SAND I' I I I 10 }1 I I 1 , F I i I SILLTY` SAND & GRAVEL WITH `ara?mad. - COBBLE 12 gi2,ri• P a I I 1 1 1y I d 1 I ( 1 I• 1 • _ a G I i d 1 ron5 cl- ' AI4at r i"-- .e�_Q •I, N a , � I ' tii 1 I I I 4 1 • I 1 I I 1 J u 1 _ .�` I 1 1 n e l 16 j M 1 11 I j a 1 1 1 I � - I 1 20 ' 'aai t i 1 2 1 f 1 I N it le ,3 1 1 J 24 • N I 1 1 I I 'C i I J SANDY SI T " CLAYr 1 M a � i I 1 6 1 I - - --- - - 1 The stfa P'II'"; IIoV7 Ir e � , � es represent the approximate boundary linos D&twe s..7:-.3i: aria rock types . Insltu , MG. !transition `i3y Cis gradual . Water Observations Boring Started : la/23/20135 Inlial WL: 13 ' Boring Complete: 10/2312006 'TWL.: -1 3 1 li Ii . f "mater Checked 10/23/06 Two Rivers Testing , d nc Approved 9. : ThMMC a - - . _ •-a — . . . _. LO°GOFTESL . _ - _ - - - _- r - - - .. .. Syr . _: . ia- . i _. _ _ .i BORE in- ( Log 2 of 4 ) _ CIient : Dust & Diet Excavating Project : Slurry Wall Design Site : Sec 4 Township 5 North Range 65 West Project .No. : 2006-201 !Description ED _ 'c - r 0PL a 0r I I-- �—° .. UP CL ICS ill ' .I CI tit 0 ` -j ice- #1'7 D -. .,. .... .. . s _, a rm .-e '..::'� .y.;-. %f .:. .•.. `t n9. .<'.,y _ ._ '.3 Y�lCR� J(.y,ai _ .z+� .y^ {2 � . ��' 1 • -r- ��r .n e. r`Pr PJid" _,rte_ bR SANDY SILTY `� w 4 j - � : I I a 1 I I I I d l •,• r r p 1 I I S fl 1 •,:- :i.:: :,: : • 4 I I I I I ' • -° - • I r tl 1 I I i 2 P . ' . 6d I ! I SILTY SAND & GRAVEL WITH : .`��, � , I I 1 i # ,1�s a I u ! I COBBLE • + r cad . ' I r 1 I 1 i r I I I I ,7 1s . I I i -1 1 I 0 . I 6 I I 1 I I II 1 1 I I f II :i�ik 1 I fl I N _0 - 3•- I I I N 11 4 1 f ,� , +3- 1 I I f 1 I- M I f zr73w - ti n 4 I I I. M I I i%� a n 1 I I ` SANDY SILTY CLAY ` - a s '_ e a i u a 1 1 I I I • r � � � I I I I ii_ �. �. I II I 1 ,I r 1 f Jam ! 1: :: :. : ::::1 ::., I r 1 • i t q1 i ; 1 � I. • ■_y I I .- . rw •T IP It I �, #.-.. . I_. " } I. t , _l1 ' Y - .° . p° seI •III T • sr ;• • I I, �i r : a r 1 ' 1 1. t - • • I ILr�rnGRAVEL WITH � T- �`` 1 I I COBBLE 35 (" I I I I I I 9 _ I [ N I I I I I 37 ��'. r I 1 I I 1 i I I i •l• I I 1 • . i I I k I IO a le. t; Ish, I a 3c _ cI - • u I I I I I • • i I • i I I J i t �' , . . I i 1 1 i U 1 - 1 I I 1 I @ d 4 !I i I I I r 1-•rte ` 9 1 I I I, r 42 I- - w . I ° I I w `rr ' t 1 I i I 1 , 1 itiniN pet I I � ' I I Isertilli I I ti' — I I � 1 a a I I g-.. I 1 I I e; M I h L 1 1 I 45 # I I I I M N I Y 1 1 I- M i I M I k i u i I f F 1 r I 46 sit, _ , a I i 1 N µ 1r I I- , I I I47 q 1 II- I I nit il if r ,_ :5 p I I d is c la ii p t i • Y d I ,. I p f N I rr r I 49 ! I I I f N N 1 I 1 k - aI 1 1 r { I 1 I 1 I p 1 1 I' 1 r SAND? SILTY CLAY s• . 1 I r 1 p i a I I I I I P 1 •T - . I I I I I r I 1 I 1 1 r d 1 I la: a:a :a' I a i I I. I 1 I "• I i -„ I 1 I I ", ;' R' ' 1 I I I' I li se s fr. r �� ification lines represent the approximate boundary lines between spit aria rock types . Inlsll , the transition may be wraduai , -Water Observations Observations Boring Started: 10/23/2006 ,r---1,, Inlial ' L_ : 13ITGoring Complete: 10/23/2©06 VVL: 113' Logged . TM - g Wester Checked: 10/23/06 Two Rivers Testing Inc. Approved By: Tt+ : - fi LOG OF TEST BORE - 8 ( Log 3 of 4 ) Client : Dust & Dirt Excavating Project : Slurry Wall De i n Site : Sec 4 Township 5 North Range 65 West Project No: 2006 - 201 cv c Description I 0 1 ; ' ` rn ` �-- a v r a a vEn Q �, - J a 8 c C cci m � ,� 0 ,a z 3 08) C CD see ........• cii. e D 465 1,7) —? .. .. i• J r�i 4,K�,1. y"S 14i• ."Oiwt'AYi�' ?uQ G - •. ..y- 0. � - .� i N;� C1 v r . , ss�' • SILTY SAND & GRAVEL WITH 'i asaaa i, i i w L a ,� �.�- .a� ,�'�, i 1 I 1 I I i'4444,?73'�?1?'.' 0 1 0 1 1 I I I 944'10444- II d is I 1 I A3 3 a II ! I I 1 1 I d � I ,I 4 ea 4 a II I N I I a 4 9 a 1 la-aaa I, e N a i 1 1 1 I I I � �� , II ! N I e 1 �,� yl . . II d is 1 1 1 +? M +� M I r I 1 I ei a tii 3- p 1 1 I 1 0 - lad J . i. 1 1 %GPi �,b; M tc'a Q I I I 1 1 I .i G I M I I 1 1 1 ,i,".y. l' ii d N 53 a 5 alaa*Vatei ! 1i4 4440 1 F Motaata I I I 1 I 4 aI e'iti p Tar? I I . F s -:i ii? +14 : d N 1 Es ➢ � ;i i i4iwi ? i I 5 I I I I `` a 9atataa a w 1 1 I �i �r I _ gi1 4 4 1 i N I I d I ,® yFF.t • h 1 1 J I SILTY SAND & GRAVEL ... ; N �" ,TP��- ,.r 1 f d 1. d 1 V' �3 : 1 N ° I - - . - BO � r1aa �.a I SANDY SILTY CLAD, d l I II p I o I1 I I C 1 51 i 1 II i �' 1, i �+ • _ , L ._; .a d 1 a p I P U o > � '..�4 N I li d I, P J I r I, I P I II I. F 7 b I I I• 6 . � � � 1 1 I 6 j i; a I. I- I N I • . • .' a ,. 0 1 392r� I I I I h 1 �1 P I 20 I CL��1''y -6 SAND —' 64 r I • — , 1 � � 1 SILTY SAND N 1 �cc. . h I I I I I I 1 p I I I 4 a I i F I �• ctc I I I I r I� r 1 1 . . I 'I I a I r t. I I rl I I I 1 5t. "" J 1 • y 1 I 1 r I SILTY SAND & GRAVEL WITH + 1 I raiisl - 1 F CODDLE 70 _ _�+ 1 N -. tr.- il I a r v' • 0i a 1 1 1 f I t I I r SANDY SILTY CLAY — � ` a w a 1 I � I I N I 1 • I. I I f I Z . ' I. I I N; _ 1 I . : - - • r I I 1 I I I T. ' _tY • r1 • • I Y I I I I I w -74 r I N I I a I .I I I 1 I SILTY SANG & GRAVEL WITH � ., ^ I I • C 1 1 1 Ia 1 -r1 .11_ 1 i •I I 1 N •irti� y. I I I II a 1 +�y;a•� I 1 I I 1 1 Car r , P - r TirI ,3 atificaticin lines represent the a roxirriale boundary in p ay [ r o the a r , la lines soil a � ! . types_ ICI due transition R1 � ' ��3:� ��.� , . water Observations Boring Buried . 104/23/2006 i itl , " ' U 13' Boring Complete:te: 10/28412006 rri1 '� . - ! ogled By- ' TM .\Aister Checked : 10/ .1D `r + -• .. , . r ...u_ . _ Fivers Testing, 1r �Linre ':�ed Bar- TAI ., _ref,- - -- .— nw'_tq•.:eaw.•u+ . .. T . 4 LOG OF TEST BORE - 8 ( LO 4 o 4 ) .... .. Client : Dust & Dirt Excavating Project: Slurry Wall Design Site ec 4 Township 5 North Range 65 West Project No. : 2006 -201 C Description r, a� '!! I CIS �r�. `-�'a� ,- r 7* -"air I- i 'a I = ..... � - roam a R) 0 :- �— i 53 0 — — C ^_.. .;ne ..G ��.- _� 'k -, ' mr , 'G t" V v' ...,)p: .- y,._�-gg,°��y•,.r' - �.. (d..,•r:Oun. e..' _ .•N ;vT Z. q\.y .. ,...'� . • ^'+' ,; t. :tZ_I .r R rr '.Mo,< .tFa - - « . �. :.'� may: ':':: c za7Ji / f3�7� r�G �, i 1 .,t c .m Y•,.: ;•t�,q a� ,,�,i z"'_ ¢t�,'�,...�r '�y.,.3c — _ t=!"•a . -*, _ ..: . ...,... _..:. - _ - • . •.•r. - - :, ;rs _ :—. .. ^-' - .. ��i. _ - . .`T nCJYS `ti{•T'_'•vmr '.. .::� . _ _ _ _ _ ''`•t!- . P •,eia— S LTYSAND & GRAVEL WITH 76 , CO RLE 1 J I I I 1 I SILTSTONE {GREY) 77 , e •1 f 1 1 I I I I 80I I i J I I I I 1 N L I 1 I I 7 1 15 , ! --i I L I I -J - 1- I ! t 94 I y 7 A I L 7 8 I I a h i —I— 1 14$ I a 1 1 r 9 I I I I 1 d 8 1 ! ! ! 1 i a I 1 1 85 A � ' C i I I I I' 1 1 A I a j 1 gg I C i MI6 ' A I• 1 1 � �� u 1 4 7 I 1 i ": �., b 4 I I p I 1 i 1 I I e I _, _,, 1 1 I I J 89 t I I I I 1 I 1 , I 90 w r b i 91 I; I h I L I • I I I • 92' i • I I ! 93 i I A I r II I 1 I i A I I I I p ' !' I I I I I 1 1 1 I• I rd 1 it 11 I 1 I I y q il I I u I I I } I I I I I C 1 i I I I r I I I I r 1 • I J. M I 1 I D I I I ' 1 'I ■pI l i I •—t I 1 N i I I i i ii I I e I i I • • I I I I 1 a I 11 I u I 1 I I 1 w r J 1 I I I W r 1 i r N i 1 I I j I t — -- — I I I I . I I , : The stratification [fries represent the approximate boundary lines between soil, and rock types trisitu , tike transition may be gradual.. Water Observations Boring Started-, , 10/23/2006 s Initial 'L; i 13,' T P T Banng Complete : 10123/2006 Logged Oy: TM Water Checked i 04/23// 6 Two Fivers Testing , Inc. Approved g 'TIM , Neffir-zatteit _ . LOG OF TEST BORE - 9 ( Log 1 of 4 ) Client : Dust & Dirt Excavating Project : Slur Wall Design Site ; Sec 4 Township 5 North Range 65 West ' ProjectNo ., : 2006e201 4_yy. 0 rd ss r Description a. tri a 1— ID 0) r �, —S E J r ' J4n44 It -- rn 7 �-+1' CL' Steg0 Cr CO �' �.. .. .� a , c • ._ - -IC - _- _ _ - - — _ _ _ . • - - -1-4- en (t•gGfi Y��o. ?'.04,.. a,•;i - i - •..��„e T_ .1`. - . _ s I' — —• C PY.1 +:40 5? a .. _ — -- SILTY SANG ' VMrH GRAVEL :hick- I. 1 -set- :,,:., -x-,..1. r r I Y �•'" I 1 k 1 � � I a'areCanrray i r l aara P •_w:::1 i!r I L e L G Y J cc I - I I I on�lT. f - f _�� =. �r:a 1 I N I -T tiL I I yy r. .a. .s I ! ' motet rK� l . . :•,.1.-4L---:-;•:-:45was a�a`aa I :lam .Gi�3Y 4 n .r _ T :t��IGJ Gib f 1 Y .�a.ire ii 1 ` 1} ce".. 111114.“s+iio I1 d I _ . I I I q i{ �osa'a aM1G 1 II 1 ev e a rah 1 d M d :ii . rG..,' q n . . .r. + . . Mt IY. .r: ,.1 ll 4 b .a G'lri'r {Y I ierci..-Y i iv I I I P - a ..........:45:,----14; 1 i 1 d 1 ihi ti-. - I I I i J F I I Y 4 • s 17. I + + I+ I 1 I 1i s>; a + f Y n 1 I I 1 1 . _.-mss..� .sr r� � - a I q p I I r 1. .. -r.k•.r I I I 1 N `h L t !L' vv: saLr( SAND . RAVEL \ TH F r =::.tip�•a I I I I f �-�y r r i f C k..M " B L E Pr a f� I r f Ad , I I I r I -SIILTY -BANJO „ - 9 -.y 1 r f : M I I 1 i. it • � � i f I I I 1 1 1 I 1 I I 1 11 ;.ittt-a I I r f r ;. ta t I I 1 I I SANDY SILTY CLAY ' 2 _ , ' 1 ' . , ° . I I I I I I I 1 - ; { L - I f I 1 1 a i SILTY �V GRAVEL WITH, I a e ��a I I I I 1 ABLE ' �`� I I I I I a 14 - .�44I I J - 1 a a a I I I I i �, .� �wallY I 1 N I' I f I ' GROUNDWATER ER 7 a4�1'��i? va I F ' I Iii t �? -VaPea 414104., I F I r I i Y C4 5ilil�w7�.1� Y 1 I • 1 Qlaa I I I U 1 I � � r. r I I • a at a M , 4 a 0-44 I l 6 r r ; - a aY?. I I I i + il' ' aaII �,� a I I I I I I I . ,71aa�S. ; I I -a oar. I I I I I I I r a i d p_ 1 ' I 1 I j -aria a I 1 l I I I I •. it ��'�, l I - .a I o I E I I �_ i ' �? ti?$til�� I I I 1 J F I I I l 2C ,a. 0 1 1 I I Iii r 1. ,1 ii 14 I I' 4 I Ila 1 M 1 ' ril, I A, i0rl' k a 1 -cl a9a y 1 1 i q I I II 1 +� 4 l 1 I r 1 1 22 - - nia I a I 1 I I 4tio 00 le as I I I I I I aw3'�3,'1+ I I I I I I 23 `gala . 440 .' I 1 I r I N I I fib+ 4%1%9 ' I Y I I f f ,war -as- , I I - $ 1 1 24 Pr1 -i '- ' -'q�: ' j r • 1 f jNP1SILTY CLAY _ . ._,... : • d 1 a■ i ft ar - / W • , �{-..- r' I Y 1 L 1 :_ SILTY SAND & GRAVEL WITH - :fpr I I I I i + I. . COBBLE ``oir 1 Hi. I M I. I the stratification lines (represent the approximate bouricary riri Js n=_- ! ~'m eta soil acid race types _ Insttu.. the tr nsitinn may oft. . raiduat. Observations Boring Started: 10/24/2006 ., - - Boring Complete: 10124/2006 " ' TaRaril o � dM TM • lall Checked: 1 O/24,b U :, r J _ . Two Kive s Testing , c Approved By. PVC L 0 G OFETST BORE 9 ( Lo of ) i Client; Dust & Dirt Excavatin 1 ProjecSlurry Wall Design Site; _Sec 4 Township 5 North Range 55 West Project fro . : 2006-201 Description. a i— . P 1:21 C:71 } P11) irsa 2 '4 ..J1 til as.- .... a meri 03 ^ �_ . 417 C. o CO _ of -� a 0 D 09 Cil D xF'7ivrailie: °i-rig r ...rag:fir . .a da..X -,. -0.-`74- ' sr j'y C ! , - -Est, jnal 26 SILTY SAND & GR VEL WITH _ ,� 1 I 1 i I r c os n LE .�.- r I 1 a it- N I i d I e r I.Tr�a.. .$� f I 28 Ii:�? �+7 h 4• _yir�i i I I 29 . I I I ! e� .� w I d t, r _l a 1 1 a I I 31 - , _. a - j 9 N I 32 aa _, y iii 1 E 1 F b I 1 F I 1 14 r >�`yj�i1 I. r�-ice a�-� I E b 1 1 ;.i - li I p 34 aaa? r I 1 1 r li'l'i 1 -' h 1 1 51 ,LTY SAND WITH G ,C VEL . -.Pay.IN .. 1 , I ► 1II z' a .. -- .r.a . 37 at.!d 3 I I 1 ■.5 :1= A M 9 1 '{t*re 4r,4 r 1 ! p f M -S;. .-ate; 1 , 1 a T 1 I-.}a..:... M I 1 ire 24:— ---K 1 I $ 1 38 rra---: - I 1 1 I } :-: 1 r � �:_ ' 1 I I I j I NO.-u. 13.6n I - I. 1 1 s-a `c r v lam- �I I39 I 1 :;_1:144:■aYI :c.r-xs;t P 1 I I Iil .., - I it M 1 ice..-•1ii- 1 ty.4f I 1 1 I I li 4 0 -�. l1. :% .r M I I I 1 I { ._. :�Yk M 1 I t =-ar I I i I i E 1 '.Ua w.-a I`:- I I I t• *_•_ 1 1 .41 r.• *��1�" l ..r r. II rI r- k:-. r 1 I 1 1 iftaria 4%i ! I h 1 I 1 I I . . Q0. wi E 1 I SILTY SAND GRAVEL WITHa< tii 1 I i COBBLE X14 , -aaa i'7' . s' I I b I 1 1 I toa1� - 9 j I 1 I i �a''��a1t��i 4 5 `; - - r7 i 1 p 1 �F''ia a I M M I I I ' aalar 70 � I II T 1 I�l '+ +�a44 a I I 1 I I p i iirka�69 I 1 I I p 1 1 I I I I f 424p14 I 1 1 47 aaalailtaa se iI 9 9 4 a I ') 1 I VI .ia'Q G b 1 �p I i '5�'1! a?Q9��48 "tee P 1 j a a, .7 to ?a a% i 1 I 1 I y� 1. I I i I u Q'iy� Vii _ 1 I 1 I 1 i "��! a I N 1 I pp�� IQ b N U r1 I M 1 I �jatea ' II N I I ! I 1 I ',aaiil3ka: l 1 I I I . I I' 1 I b 1 I u I I'Yya'a a` Ii 1 ( 4 I I I I 4 fa al a.3 1 ! I ( I. 1 - ..„._ 1 I Ile stratiTp ati in lines represent I rrnxinnate boundary lines between Teen sail' and rock types . Gisitu , the transili. Ir maybe gradual. ti Water ltd - -_-_ Boring stalled : 1 .0/16/20DE Ilni.til `11 `k�L. - r - p o Daring Complete:. 10/116/2006 __ _ - - ` _ _z - .__ -_ - LOG OF TEST BORE a ( Log of 4 ) -- C it i ri : Dust D i rt E I 'r Project: furry Wall i g r-� Site ; Sec 4 Township 5 North Range 65 est Project No:. 2006 -201 Description 4) cii VW a PC rsi 4t cat �-4. C e A Cr. I ,.. '1 L C I a O r — = TA SILTY SAND& GRAVEL WITH 51 - ajaa I I 1 — ,-- — I I - - -. . .. - r I I GOBBLE -- 9ra H i�52 - e t�,� . i :4a -4 a o f 53 - 39, 444 ' data •1 U 1 I I I I U I I -fir'-1, a4.i- 9 U I I I I I I j y I U I I I 54 3 'k 'i� I U Y j I 1 li 4 �l455 It i I �i1 r7! 4P - .. a 4 p r I 1 A, : av r I r 1 .0% 4 .��_3# ,,�'aa4 al i w 1 r 57 -, i aGF4 1 n u I ! tl .ti` '1 ' 4 II I 1 I r -O aa'G4 - 4 I 1 1 .SANDY SILTY CLAY :• :' .7.:ri•: • FFJ ; 9 i Ii I U r �I . e . . i. � II I I i I T+.f .a.-iii -.�.a. I I SILTY SAND & GRAVEL : '60 rr. .. as i . !' r ■ }� { �•.r ._ M 1 1 I 1.x. I N 61 �,i4 : r t I I 1. a 1 r I I k 1 wet::: I h r 1 1 I P.�y T}�'' 1 N 1 f I M r�-* ::::4 r. I h I N :2-4,-.55-.., .ra I d ! r w I i b .0 .• 1 a I P I p h .-.ti 1 11 fti►-+' err 1 1 d t 70 "••41-s : ' j N I ;.��.5a w •• *�� * 9: 4'r' h 1 I 1 M 1 I 1 p f I 1 .g-sAP : ,'Al I 1 U . .- C5 ....� - •: �« 1 I 1 I If xL SILTY SAND-Y CLAY *:- .' . r. re I I r 1 fi �4•%IaSa 1 J r I N -.• .9 .. I Y r I I . rl - -M. a a" - a a h. 1. - 67 . . . L • ` I I 1 I "v I I 1 r I $ SILTY SAND #. .Li I r I M b r 69 mob• I U I I I 1 - q. I p 1 I SILTY SAND 4 GRAVEL WITH rt: I COBBLE `atil i' I I J w 1 COBBLE7.0 b • �y .7i 1 r 1 agarioralai a'rOaaa4 P i L I I b f" a'Via" I 11 1 I I �a,3te a 4 a.%I E I;.aa 1 I! I d 1 I _Ira 4 06 I fa% ! P I 04 .4.Ja I p I • -. �a a. a. I I b - 4 laa I 1 r - Ana aaa a4 I I 1 SILTY SAND �GRAVEL 7 ::::,34:::: a y I r '�t=::I g4. I I I I dos= C I .I ti- I ,1 I r 1 — •ax::.."4? b a M •-'e 1 I SILTY SAND &. GRAVEL Vv'dT'�--1 la - •tip COBBLE �` } I I r r _ The waiification Lines present the approximate rffintpridary i ries bet r+eerr _soll and rock ' yre .Y _ Irisitu , the transit on Tay be gradual . Water Observations Sarong Started : ail/24:r200S Initial 4 J'L.: I ' 15' Boring Com fete: . i Iirl 4i A 2005 'v`L _ _ _ ref LoggediTNI___ _ Checked '. rriater Checked = I Cii4'yt}, 4/0 � Yr" �� I �• 1- r -. r� r /7 •`' i .y Approved ly i� - :lei _ems•' �u M •. I �e �"`° I _ I } , I �' a 11 By: LOG F TEST BORE it 9 ( Log 4 of 4 ) 41 --- Client : Dust & Dirt Excavating Project : Slurry INall Design I Site : Sec 4 Township 5 North Range 65 West Project No : 2006 - 201 D cr'Ipfion 1, e_a_ I / in- CD - Mett� r,, 0 SISAI t Lsa. a —c .3 73Y +m f C' J a ~:z J35S�I.iO..: iaSit 'i .. - iliftay -;_r__ -'S rt$5°e--:. -. - z.w - t _ v Q ''^ o. J SILTY SAND & GRAVEL WITEI 76 a�4�� i h r I I I�IBLE _ 4 P i 7 - eireta � I I 11 I r i �we gai o ii - r I I SANDY SILTY CLAY , . - J - F , oe I b 1 U_ l u,,. ,. I Y pp : •: r I Y I 1 C • pus rrr �r I 8I, LTV SAND & GRAVEL WITH - G 4 laa I Wei 4 a 1 COBBLE ` I �_a, : w k I ou 1�.� 04440: I i M 1 �i��iiii'� I Y 1 1 %IA" 1�� .' I; 8J aaera. r agi,%aaaaiit� N I 1 d 1 . .. .... �' r etii I c 1 I I r a 82 s'etd,. 6 1 r P 4 I a�a a,�a ► I 1 r r Q Q 4�b�s r a 1 a y i i I I • Gd 1 tla J 1 1 ,� I 1 $4 - _AS I r i a ,irer�ewa i i I 1 a a'�QI'��i' '� e I ir I p a P f k N F P- ai sa- I I r I r i� � I I j I $IL 1 $TONE(V EATHERED N ; ; • 1 BROWN/RUST) 67 — — e L 1 r I 1 p I I V P IP 88 r I . I 1. t I I 4 h. L T S i `. h� L -hl113R. E YI - I I ,,t 9 0 _. I I I C 1 simMt _i f 6 _ I Y I Y a 1 1 I r il I -aJ P 1 ■ 1 I 1 i I r 1 r I i P 1 I I ! p P I I. �t r I 1 1 El 4 , `• — i1 - i I I I I 1 1 r I — I r i I M I M I • I I r 1 I 1 96 1 I I M I 1 J • � I e I ,j i r 1 97 1 ] I I 1 e 1 " I r 1 I•I r a M J L 10c) I u r • • I tl I I 1 h r i a 1 I I 1 I J N i I I I I I r 1 I I id 1 I I I i I temnbil=cs - L a ` nes represent the approximate bovnia \„ betw'carl sad and roce1. t yes. Insitti, the trarismorl r , 3 Di ommduai . ' tr CDbservations - - Boring trted: D/ Jd ndtisJ 7 11I1L = 1 ; 13' . ._ Boring Complete:Mete:. , ₹ 01231200& - _ t a goald Sy .. T rat `W t ! a d 10123/cr Two t sliver's Testing . L , ApprDvedBy 10 we,....... .ma,.......n,as" LOGOFTESTBORE - 1O ( Loglof4 ) hiient : Dust & Dirt Excavating Project Slurry Wail Design t1• : Sec 4 ToI nsti ip15 North Range 65 West ' Project No , , a 2006 -201 Ise. L Dticr'I ) IC} I1 a {— _ _ ,,� rya lJL H u�, 70 Fa 4Ulaz. r am Z j :R . a a- r.) C CZ iil :ttCLID �. �s�� s • i=L .. - • 15 M. �' . . '�T.", .�-�___.. _r---a_w"R.:-11 ''t f tin 1i-o.lst ti ! ...R. .1:i4 _ • .yr. _ _• - SILTY SAND WITH GRAVEL s-.....-7r.-wry.:-:-...- I N tl �.-,� -- I 1 E v: tiO�ti� II I 1 I I aicirre dreSdia. I u --mid-Tv-fr-.S u 1 I II eel■, : ,..1.Y, 1 I I I IIt•S'1L C II . :erateaNN I I I II i oreriticonai II 1 as I _ 1%X. .,.-... I If p. 1 ::� :4C- N t A 1 I 1 I e p7s� h 1 I I 1 1 I *.i.va a 1 r A I I I 1 I' .lr2r_ I I I I 1 1 4 . ::: : I I 1 1 '' I I 1 41 I . A'-:c;<aye: ,, I {ra 1 Ii iI -1' i M ra s-e ( A . r.- .r�* F I I .1 1 I '.v.:f�F 4 t 1 1 I I 0 • -evw. II 5 i1: - "• }: I e I I I ... .aa1 r.. I 1 I I 4��._-1-='T•a1'� i I 1 1 I 1 ate e . . . .. I I I 1 2. r I A 1 1 ! N I 1 -"-;E:::"ss -- 1 I 1 M I M I r t u ;N.TJa+ ` A J .-r.vr1 im I I I N t e.'�kt f I p I 1 I II I 1.. .: 1v�w v. Y 1 1 I I N ?"r n SYSa ::i'f I I I 1 a 1 I p u �"I tit�1 I' ---m---we,--6.�Y . ` ! 1 7 n dr . � -r� C 1 1 4:9.w rti_ el j 1 J y1 1 b- � }1�~?f` d SILTY S nn & GRAVEL_ WITH a I 1 I b Y I r COBBLE 1 , II I I u 11 SANDY i 7 rA.� Lys . • r• r ' It G SANDY SILTY I Y ,° L✓�"L ( , :- : ••• • • •• 1 t 1 C I •: . :. :: : ::: 1 I I 1 1 ! I I . 1 I I 4 N 1 3 wa �I .T'ill I I I I SILTY Sk" 'N 7 g. GRA 'EL WITH gae_ai scii I e I 1 .1 I COBBLE .. 44 �ra'� o maas I I I sNoa I I l 'aPri I Y I 1 1 - v ya i a I II I I ! ai 4 1 ,I 1 1 w 0 a I b I I 1 di 4 tat I 1 1 1 1 t1 ., alp * o I 1 1 M p I wl ti? I e ` � a r a `u4�rri +i 1 I 1 f 4 N 1 E� nie 14.lil i`�! 1 M I I I I 1 1 I. I ' 000 Y I 1 I I I 1 j . it_a .41 4+i I 41 4 I I 1 a I I 1 a s irria_ 1 Y I i I A 3`ila% 1 I I I I I I I _ ID Its is 44 I i I I I I M 1 t 1 .q p ,i , ■i_ ( n I 1 p I F D ' s„..„.9,1J 1 " ` t p 1 q IiLT `Y` 1 f 1 �c+ y*s* ' # 1 1 i I J I �+',�,.mpar a P,� r�rf} i' t 1 I 1 I 1 ! 4,ca�la+'i r} I 1 I 1 •�"4 .7a` I 6I '0 °'ice* "h '`r i I p I I 414 f-kR. i I I. I I ! •��yy .I 6.44..8 *,- 1 r I 1 I i5. I 4:1.4-*st+il I II I I p 1 F `t°i l I I N e I I 1 C C�lfELMTE-'I I I I I SILTY22 I 1 i COBBLE ;i'�,7`�,y�.i I I 1 i 1 p I, askiaajaalai� I I 44 I p I I Ia I aa 23 I 4pilta I a , :yea A ql� Y I 1 1 1 p .'l "par bib 4' 0 1 4 IL —r -. iintlinat 1 I jaa-e a, I I I I r +} 4 ai A.i ' I J I 1 I 1 I +ii- r* I I .1 I I lr� !Q 57 f 1 I 1 ia .i11 I I 1 II�s�� w e c I ■ 1 AellallANC- r ne irailfication Imes represent tlfe� approxtrnate a r' - 3 lines between soil and rock types, JrisIitul the tr In listop m be r. atduaL i , Boring Started - 10/25/2006 ,- Initial 1L.: - g ��l� y rti 1 JBoring Qnp ete: 10x25_ r 2006 4 � 41 . E T . Iti 11 , -- 1 r.• I Logged By- TM VIC -- , I — - - - . . _ Two Rivers r Testing I� r Inc. p ri d ti . -1 I I� Y a c k 0/25106 - T LOGF TEST BORE - 10 ( Log of 4 ) 1 I Client: Dust & Dart Excavating ' Project : Slurry Wan Design Site : 1Sec4 Township 5 North Range 65 West IProject No : 2006 -201 Descriptlie ion , Ca Clig —iii. t E I „Lae �: CI QI 17:4 icE= -a-a a * ei ti. of, 1- par a..4: 4__ . .kaiti'2 -i i -- i , a- >_._a ..r!r ir._ -: :..,:..t,;. .. .; = --v c7 -a., . :9' _i, W: • • ',+. SILTY SAND Si RAVEL WITH i 1 I I I I l i n COBBLE °. ! r 8 p I r 1 I Ii M • r I 1 9 1 Y ` .7 +� ii.-, ! Y u ? Y� q? I? - ir�� I I I I I M Y . . 1 I I I ) 1 f I JI 31 • I , I _ � 111' � I � I I � , - • rii I 1 1 y3 I I 32 - - a' 1 I I i 1 I .. „. .�; _ y a' . - . I ,I I I ' 1 1 B 1 33 I II U +} YI� Y 1 I r r j, ? - . 3tI} .f a I y I I. 1 I , 1 I r r? " 1 I I $ .� p r SANDY SILTY CLAY a • t ' : a . , 1 . • . ; n 1 I - • a � e • 9 - J • . •.: . • . :: :•.: • :•. a a Y 'I • • • ' . e •2 II 1'i I i I I I 1 1 1 ii: *C ill .SILfiY SAND I& GRAVEL WITH t-' ; 1 COBBp 1 '1". •Q I I I I i LE " `e I I Y , I I 1 1 i 1 I Jot 0t ' 4. i 10 rI I A I L 1 1 ` 1 1 t 1 I .i r - ' t1 1 1 1 1 I 1 Ca 1 1 4- Y j II Y :46111,411*: 1 1 I 1 ! Y �) ley�Ity I I I rid r i I 1 I 43 :42alle,e 1 I c I I I I 1 ta _ N I I L I t a 17, M II 1 1 I q P 4 I 1 1 I •; �' sue• IYF-5 I I I I 1 1 I I ' 5 V k I I I I I I I At k I i Y Y I I t I I r M 1 i 46 i " _ , y I 1 1 I -' Y 1 1 I M �trA ql` , _. .fir III' �v 1 j 1 1 I �'ti_ 1 II 1 I r j j `v' I i 1 I I I Y I P I I I 49 i ! 1 a. r r s l ` . I t hI p d J I M 4 I iiI M 1 I I V '$I( I �+ 1 I i I I itt1 I 1 I r I I I 1 I r. .. 1 ` I , I I 1 .., ok„fe, I I ! 1 s. I 1 I I 1 f _ 1 I I • . _i. I. - . — _ - —. - ci ne 5trattcalion lines represent t7 a approximate boundary limes between soil and flock types. Insitu , the transition trnay tie gradual , — x'41{'ll' ft-�.►' rl�n . . _ _ .. r_ I Boring tried : 10/2512006 initial 'U'1J'L ; _ � . Boring Complete:te: 0 � o� si _ Lgd� Ia = TMWater Checked - rCl2 ' "Ir. .160 Two Rivers Te� stI71 , 'Ir� �-- R o ed By TMC. , _T TI r S.. LOG OF TEST BORE - 10 ( Log 3 of 4 ) I , Client : Dust & Dirt Excavating ; I Project . Slurry Walt Design Site : Sec 4 Township 5 North Range 65 West Project No , : 2006 -201 CO _; i Cil0 C Cto a €� C Jc r- . - Z r I ICi ! I Ma � Fa 0_ � crp I ' • j ' - - _ _ 7 -. 1'•1 ar�•+1 Yda4 i. r .. . J _ ..—.�:'4J, ' ,r I:,n F '1 1� . _ -.$�lt :4Sr.I.rgpry _ - SG.L1 Y SAND� GRAVEL WITH 51 4 4 * i i e ! _ s4a4 1 1 1 I 4 I BBLE 4�4all. i . I 1 I i p r-M,e�+i E& M 1 1 E 2 - a se A 4Q3y, 4 w I 1 a .0 194 I I , 53 - agti_Vatilajeu i 4 eiii I I I h Vat i I I p I �� . I I w J la- 9 I I I r I I h t ! aj 474-a, i°i 0' Y , 1 I E M I 55 - 4 a it `p G3 5i 4g 1 ITikhON 4 1 ff 7 I etd 6 ;1y7 1 1 1 I I 1 a I N M J Y I y I 4 4y 1 y I I diaL4 ?' 1 P 5? ' eaMe 1124 ' i II • y :4 • tl t ,I „ 1 o t 1 1 1 I I t I I 58 - eater}: ' P I, r t1.i L I I 1 1 b? �]. eF I 1 1 I 15 1001, 14 4 4 ae� j N I I �.� I ' 1 ° a s a5i4 ! 1 I I 4 ' 1 - : - I 1 I r • e-a . • . • • 1 I I - : � • 1 . 1 I 62 — i' I I �I i I 1 1 r :1 -. ! : : : ,. : N 1 1 I 1 1 1 + i i N I r " '" 1 I M t : 'it I 1 1 I 1 I 1 SILTY J�'4 a 63 f } a,4,4411:1 rt.te d 1 1 .� tq,» , . 1 1 r 1 . �a �a ., 1 I M 1. *� 1 I . e»`: - I I "ti-swe i I I I 65 F rfe co'` w 1 I 4 �� I I I ,; ocrtfss I I Y I M �y ,as hri r a % 0 as .. .'.,:met••r I �I f 4 li irj -Pi i41. I 'I I. gong mini u 4 a '*�+1 II w II 1 Weipitura �a,tir � I f d P44,..44 6 d 4 trI 1 d i I J . ; ti4- iie 1 1 i h I. -15 MeI t , a � I I 1 r I d is ✓'-y I I .,d4+'+ 0 1 ' 1 1 I j q r � a 1 1 6' 1 f I I I ;.'.rar?rar•' i I 1 I I 1 • ffa+aarra}• I I x+, , rre 1 ; +ate: + ectil i71 1 I 1 y 7 ra lrra p'r I f a'+A.+a .+ II I I it alp Wee. I I I I I •;, t �. I 1 I I I I 1 : f+" :4r+'yra� I i I M I I �,� 72 - ;r , `a ' 1 i e l I I I rt, - tilt I 1 J Y 1 :444-Pt.,-.;_.1-"* ! ! I r .14434,nett Y I I N f-Ft }p42_tar.-4, s :4741 1 1 M ill •Mryi S y I 1 i p sosi`r r I 1 I I 1 1 1 ' 4 - ' ginStx I 11 I 1 I I I p 1 I 4,!,a , I 1 I I I 75 r .i* I I I I ' ?rrst.. r"a.`�a I I I I :- 11.*t ,.. I. 4 I i 0 "•; tia::tm I I 1 a I 1 I �P +y't,t�- k� �' I J I 1 I I i 114'`.• ' ;� I tl I I I I d 5r;," w I 1 4 I I i ennr-HI�� :1:rvtiF!Ct;t CArl lines re lr Sent, the approximate boundary lines � ween s,di and ruck types. Insitui the trarsltion rn �ay be gradual .i - V Dater Observations - Boring Stared . " 1., i r'i,r 1Q Initial JL : 8. 5 ' I�ring Complete: 11i/ +0a VVL ; - . 5I ,Logger By: - TM 'Water Checked : I0/25/05 Two Rivers Testin Inc. r - , LOG • F TEST BORE - 10 ( Loll 4 of 4) _ __ __ .. ; Client: Dust 8 Dirt Excavating Project : Slurry Wall Design .' ite : Sec 4 Township 5 Nor-# h Range 65 West Project No. ; 006 - 01 _ Description c CL N �, 0 C J Ifin ea" tic I � . Z IRI E C1m '� fn } �� c1) L I sir.—s .. _ !,.'. .1�7i=�T`—r`T.1F?:,T �•95tlYgUL - _ '' _ .. '_yam 1J�.( , — ,F . "IR.1 a l['_-._ - -, ,1 !_. _ . .. .. -._ .9 1 Y. - _ -. _ __♦ _ - v aY, a' ' e..41• eF — 'i_•� � . r.¢ .n 'r tl�,lll .fw[r ' S ! L T'Ilr SAND r` 0 , y'o'" ter •• I 1 1 1 •ris tSf I• II I 77 78 I. � I .O71:*, ay. a 1 N i �ti: ,,i14. I e h+s� '� 1'1/4k 'Wail 6 I 1. _'" t 1 1 N • - tet it to y},. 1 I ` 1 : I LTS I E "V i Ct T - eis.—a IF i I, wmaila • 4. _' I @ I 4 I �p �p r 1 1 1 ;, , I p 1 1 1 N _I 4 - 1 @ P 1 I I H c M 7 r • .� 1 i I I 1 I 3 ! LTSTONE GREY , iJ I 1 I I 1 6 I I. 1 r 1 f I Q�i a 2 1 1.# i 1 . 1 i f 1 li 5rIL� • �� F M , , I 1 I I I 1 1 I I F! i—p•iirmiamo — I I tl •I 1ai 0 I �- _ . 1 1 i — e •_II a — - e as --- p - I --- — 1. 89 _1 C 1 I I I 1 i 4 1 I I 'I — I I — 1 I I ! I I I 1 90 I I I I I I ; 1 I i 1 t I I I I 1 1 :1 y N1 i I 1 I 1 1 I �. I 92 1 'I d I I I I I I Th ,, I I 1 I p I , I1 I F 1 93 i I i i I I I [� 1 I ' I ti I 1 y I I I 1 P M 95 - I I I I I I I I i I I I I �y I I I �6 I I I I 1 I I I I I I i L I 1 i I O I I I I I t I 1 4 Y I N I I I I i I I I © - I 1 1 1 I 1 1 1 — _ 1 III F I p r I r N 1 11 0 0 1 1 1 1 i I I I i I I 1 I 1 p 1 I I 1 1 1 I I • 1 - - 1 i I I I I I I p 1 1 1 p r 1 I I' 1 I I I b I I The stratification ;ires represent the a approximate bbunca : — ` - - � �� ;" � JIrs between soil and rack types. IF7s1tCJ, the tt'aInswtioi mav b,z79 _ - _ . a•ter Observations. r:ng Started 10/25/2006 T . Biotin pie _:- .1 ii Initial VVL: 8 5 " Water Checked : 10/25/08 Two Ri 'yders T = - a u nc.r. A5CpfI�YJ1 ': TMC - - _ ._ _ _ _ LOG OF TEST BORE - ii ( Log I of 4 ) ;Client: ' Oust & Dirt Excavating Project : Slurry Wall Design Site ' Sec 4 Township 5 North Rance 65 WestProject 2006-201 r • a n I 0 GI I es ,r-J C I O wa 1J CD a. • ., - • . --.. ;; ezimbe- . . ._ .... '' •�-(1iu flllw- - - TAty'a t INv.,� 1lS WITH GRAVEL R tr'�1• 1 M i E 4 SILTY SAN © WI 1 1 V' I - M EL r�r.a. .r�S I I I' 1 I A t 1 II 1 .vva�.x I • i i 'I - :'.S?. ,:C1 1 1 • I I Ii 1 I I I. I I 1� 1 r�=aumiii 1 I arr rsr r'r P I I 1 4 A.■�r•-...■i r - ,-f..... t P I 'I 1 I rues■.- 1 P i , I r Tar t-- I. I I I 1' I ;. :.rra I E I. A gvas.ra.4 c I I I 1 ■■ ... ■Y 1 r s I 1 i 11 I 1 �i I� I `.• t. J. 1 4 I I I I I MLT' � ` TI , i I w U I I e4 L 1 j I I I h 4 r 1 • r I I N a I i I I 3 C 1 I I' I 1 I ! I 1 :1 I F4 I I p I I ti a u 1 1 P E qtr r 1 I i h U E I 1 I e 1 I p d 1 t F 1 I 'Vasa. �� i A I �� _' 57' 31 - I A I SILTY SAND &' G 'RAVEL wry°iTK 444 . c I 1 COBBLE a i, r o e r9Qyl � ' I I 1 [ 9 e , , , i d i I 1 1 4m . r 4 a ie _ ei I I I 1 I 1- I� 1 I 10 _4 iri I i I I r 1 I i• ,i iI • e :Diia; I •1 1 I 1 i I GROUNDWATER � � I , ,I 1 1 1 i G a 0°4 1 1 p 'I M i ir 12 I I 1 I a-a - - 1f 1 1 1 .warka 1 I 1 C i I. 1 1 iWISi'a41 1 1 p I I I I 'I aye 7Liesstiad I N N I• . ,I e I I II 1 U • I i 414144 I I r •I . 4V Q, ' I 6 Jr 4 ��43a_ I I P I s 33 sI 1 IP I e n � o p 1 I i I I n ;. `� n i� c i I I II P• I '% atii r I I 1 1 u I •a r I I I I .1 I I a 4 O r 1 I I I r i 1 i tee i I I‘agaQ+ �a i e I I I 1 r ti II 1 i j 7 I I 1 i IP NJi 1 1 I I 4 i i Jail 4 gar i I 1 I I 'M 1 I i I 1 .eso la 1 1 I h I GRAVt EL WITH COBBLE mils v e■w I E II I I I 1 `.i.a:°i. 1 I 1 1 I I I �6•,ti I�fr I I I I I I I 1 I I�e�b 't, M I I I I I I I 1 1 1 I °.�.¢.e`• i ` I I I I 1 I I 1 1 I .eu�or,r° I 1 1 I p ` I 1 F1/4s . al M, I II I I 1>i0 tit ° , , 1 M I r,. w Y n r 1 �' M I 1 I ;I I L 1. le • M"■° ' I I F ,II h •ii II I III 1M e ' I I °Tel's°v c I I I I' P II 1 Iff III CI El I i I I ► t I r e, i ■ r - I . I r I I Li a a aI cr -. U.©3IGII 0 I I I I I - I I d ° e I 1 1 i I 1 1b 1Y 8 le I' I I 1 .f�rrn� I I r I I 1 eyseo�mA- i i I I I I I nee°N N es 1 1 I I I I 1 flit '■.' L i 7 1 I I I I.-t i 1 s o •e A, p A a I .I ;r�: aaA 1 ! I I I A I 1 h 1 I i*fa•k n I I 1 I 4 1 6 4 inn nen& I I I 1 ■ cura I i i i I t I I I _ _ _ mes- e i I The stratification ones represer1L the approximate boundary lines between soil and rock timmexp, ypes. Insitu the Iran rtion may' be gradual Water Observations 3(Diring Started : 10/ 16/2D0,3 - i ' T Bonnig complete 1 Qt 1 af2006 _ _________ Lr1r I 11I Ri r T . If .A._ Water Checked: I�{''' I�.[ Q F��p Logged 11'�'�3j . TWA � Ir.f L°rr'4.r f 1.�r.r\.�1 , l� �3.,'r1`.. ,..J �e,r' W L I C'�I� ^ Inc. By: f 1 1!FJ . _ - Testing , nc Approved By: i M 'M►C 4 LOG OF TEST BORE i I ( Log o 4) f Iirrt ; �, � Q �ar � e ire ; Excavating Project : Wall Design - Site : Sec- 4 Townsh ip 5 North Range 65 West Project No , : 2006-201 0. M. In Description I r 1 x '= i i CI ILI ea. Ca—jr' CLC a �' a .� Cwt c Ci Ow { al 2 -J E.. - :_i - ,- -mss v �:'°^i�° r;.. �' ?7 - e._•. .d'yt r c. G r•i;, 7i+. .r.l..w ,rf.`��' •"6p. ' ,,'>QS' , ^i_jF' .�.4�'n'. `��'4f'P��"3,_ .a7'� - �'°9yL� ERAVEL WITH COBBLE 26 �•■re:i 1 a I I 1 1 I. NINON I 1 Mown 2 7 tin I i I V . 1 * I I I G ■ I ■ ■� s�■■ I I I 28 ■ • ■ 1 I i d le%IP■W`■a ; ! I 1 1 isasi■t i : 1 I 1-,r, i 444 I ! 1 d I : mu%viers i I I eN 1 I 1 I 0 as II P i I I 4 a is IA 6 ANION I W A ° A ' I 4 I i J 31 i Ii IN a`IP9 i i i I I I r ciI`■Iii`91 II r j• �,a■j■i0 O i t I I t I i4 G■14■ I d d NM } 1 32 ■�■FI*e� I I I f 1 ] I ■■■ei i■ 1 it w` a'r'. . C 1 ..p�ryy a� ■ ■ y ■ I c],] a�■ ■g..i U I' 1 I '■'I� , `'■ I I r I II nal 1 ■■�•'e 4■ ' I I J 34i fif 'i ■ I I d 1 Nit NEI Ili i`iiNi 1 b I' i■e■ Ii ■ ! 35 r i I ] r s ■ III MINIONW WI PL. N I II f+ NOME i ■ III I 1 I I II frI + !d I I 1 rL , I I .•y SILTY SAND &. GRAVEL WITH Jlr , . . . 1 I I ,a 'de - i r 1 � ,r- ssL 1i w.+ aE 0aa 1 I I 1 1 38 4laio r .44110a144, ? 11 94ai414 N x 1 I 9 .4?�ri�N3�7 N d I 't 31�a� a - I 1 1 �,?.,Ii a ki 44 i Si 3tiT V57� . 40 a a a.hr I alb a tia a is I-�"runs 4 1 I I 'i tees.tie 4 I I I "� 1 A I I • Mi4V ai1„1 r r I 42 wvis�,7eI°�da I I 1 iQatii4. ) I A .. I II Nt .° . � a s 4 I I 1•wrgar. II .1 I .4 ag444a 4 I :_ � I 1 1 4 1 `• is 4as 44 I r r I PallK1'I9 4 I J r I r Ga71a .i ,i J 'I I N . - Yi-,iaa 44 I 1 .. 1 .. 46 - :494144°,01 I M I i j ,� a e 1 a4 , 1• I 1 I' • 11 1 1 I I r 1. . . . I 1 r' r: iSANDY' SILTY CLAY - • • • t :yy1� i P �.r ay• lr1'�. - 1 I 1 a I M 1. SILTY SAND & GRAVEL ,.,tip.:. :4-1.526% C:4-c,€: I C N IZ' _me I I . r a ;f 1 I 1 Sw.V,• 4. 1 f a {0a� r.%ti`. .z I 1 I I A. r. rite I I I +3I r I i 1 I �4 w -"•:"meF.R.s:1•C I M I I I I : : •er rer. i - I 1 M I I e tv,: ',.!.-fir. I N d I' I [ reciocenta s�s.::, i 1 I I I L I I twamigirmemeimmimossmimmil T e s.traritation Ines represent the approximate boundary Brie bow entri soil a . r: rack types Ins ! wife II --r-I4. -i- rt may k e gra� ,�� 1 . - r 1 1 Ps._ T . c . i Li or raC: C 4i n p ' 1e.- 1011712006 :Lugger: E �y TM . Water r— ��r rte-_ ..Checked . � e LY ' 1 i ` 1 nl i r'I �5 ',�1 �_7. - lsJ e b I i �.k f k �- `� h I _ Testmq Inc proyei Ei IMO7---1 J W '..u,i ..r.f..0_ - _:.-r .... •' t._._ .'. .� -`_ _ '1n._'silt_ a_- 1 Qom.i - _11.v...-TOiC. s - - IdG5fttsy ! oiii ( Log 3 of 4) _______ Client; ! Dust & Dirt Excavating ' Project : Slum, Wall Des ion i Site: Sec 4 Township 5 North Range 65 West Project fro . : 2006- 201 LL C I IIe_niiTTiT1r C3 V J •S,.r coC ,.-J ELC D 11 1 1 U�; --I ,. + Y,s-.✓' a. 3 vi'�■ctz<N; C'A3_".- "__•Ef2•yy C?' .a'r.. •i:' 4 _. _ . ` •. _,-..r. ..r•. ...r . .. .rr: • -r• �rs.-1�... -a•s ya.�,r• : s _. _ — r_ _ _ _._ _. ._ ..._ ._ _ - __. _ : aI SILTY SAND Q{ 1 ,I��}. R �I—. -..4:0-0:4700.-.40 V'1 4 !'''i '4�. I.e7 1 �i✓�h �` cS 1 - rte; +__ I I I I " 1 1 M a s- - ■ ac a•"acci.. I I I I i I eiVillialtin" I •q I I 1 J .. .C :-:-.11:;-7-2-4.-4-...,,:v.:".v . - 1 I I I R a a arain1^LY 1 q I I 1 I a n esa%),�• ;1 I 'I I 1 1 I I A n{y. 'ar a S��.Yl St: I I I I I t 1 ea r" a-trai I +I I ,..,..• %,.........i? I I I i.rjiJ.'1-. _ . 1 I 1. 1 Ii ='• ■a..='. I 1, 1 � + ee.-a Sri. I I 54 .}r:::: -r. IIs I II II I ii F 1 I r- �1.1, z is an 4:10.4 it r_�:_■z I I I I '. ::tF - I I I I i, I Sw t�Ar I I 1 I 1� I 99 -6-.7e.,-.....:62.:...- I . I I I- q i , a ..T . - ` '' _ _ '} I I' I I I I al „. r.. I Y I i • I r�s-r ate N I -- I I 56 =:ti.24te t■ I • .y_w■ -a--.'trla i'Y- I C I 1 i / rc:ra1's n C I i 1 i rtr 1r N b I 1 d , 1� lisp:x:.r.. I • ii h 1 I �r'�1swipe �1' ' GI 4 1 I tl � --1.-.Y.S. .a.• Ii e Q I ■ter.i I �•S*..S*.Z.::41., Q Q 1 .. : . .. 1 II ',I I- •_ 1 1{‘A h I a.nerr9r 11 P I 50.054...4":59.g.z e 1 I' a • I .��.-'r.rr N Y Y 11 r CA•1 ..,, 1� =5'r I 0 1 q r CCU�b 'Ira.'-1i •••••••:•. I b l 1 a -::er:�•-- I b • i M P 1 " 1'� Thrara II I� n I F- 1 (I y ti-rrs• t::i= I I. I I 1 M s«�!r.P■�f. I I • :t j 1 1 P I I 1 I I I f• 74, I a ter,,,eara reyre I a I. as is is�.'L• I I I I s.5• •vs-- I I I 1 i."Itr I I I I I - �.'■ y� -r'r'r i.V.i.�'r' I I I I _:::::•was I 1Y_ ` r I 1.1...-ma--"Ii..-5-`142.4.4. M .�7:T R.i YS• r_a-r� _ I i 1 r -� o` 'a-vi 1 1 L �.} aT •T S.a s. I i i .SANDY SILTY CLAY ,. . ° • e . •••• 1 a - -•SILTY SAND ,� ; I I 1 1 ; I �.r I I a a II II I• ','•* , 8 I I �, I h ,.r. ,4• I I I h r I r I h I I I 1 9 I I r ,z«.° r « M I I I I 1 I • I I d I I 1 I i : •. 4 '• p , d I I II I I 1 I 4 I I I , I ere; • II I I a I I 1 I N I 1 68 �-• . P' Y I 4 1 I 1 K t', :• � •• s I 4 1 I I aS +;. } I I I I I r I I v I I 1 1 1 i I I I V i I 1' d i 4A I I I 1 1 I i I 70 I I I I I I I I I - I I 1 1 I I } 1 I 1 I I I • tiI' writ SII Tv r LA Ir . ' R s ' c ' a. i I r I I I II I .I _ • • r n • — ♦ I I I I _I J ° . � : �� I I I I I d I R • • ' i I r d i -er ��: - n ' i -n. a 'I I I J 1 r . . . ■• P I 1 I I 1 a�. b- I . +� .-. . . a M r "e i• • T• �lI• P I..•■ J• ■. a. k 1 Ir • e e ■ a• I I I C F .. c•a - -r- I i r• • • I I I i. I a a I i 1 I. a .`.■■a. . I j 1 I I e• IV Ili I ( M 1 I I 11 -f - s M I 1 1 I �,': �:• :r: 1 II I H I 1 I I i I I -;- - -° rre I 4 7 it . . R, . ■o. I, I L I 1 • w 1t •e•IU '�. I I J II 1 I I i 1 ■ a r I N I 1 i1 . ; . ... ; .; . I I i I I I I ■ . I I 1 + I il • .iarru-• I I 1 d I I I I I 'I ;..;.• 1 I I r J. 1 - m. _ x ��e • J f I 1. P 4 raw- fir' 'CMG tI r� life ' rEnte5eni. th poroximate boundary Ilnes curet eeri soil an fi1Ck *y pc5 insitU, the transit• • -on may be gradual F _ - .. _ 'Plater If,�•�s, .Fnr. 1.I.•t•L� .•�L11Ik7�'p t� a !r!''fi 1.r M Y fii Y 1 h,f I i w3 .�.._...s - - _ . _ .a.. �} r 1°1ii ii Boring SIa rt IY I:d . 10/17/2006 4 Initial I I�I�'L_ - - - al a - Boring Comp hate: 10/ 17/2006 °II I. 14V 411 ,J� p Logged By: TM `IY Y l l I Id - ISL./ �Iw 'I� i �.r � r r �+ air r�� I I QQ L r '.7'4 t I t !.r I 1 (J'�. G 1II 1'i'1''L� ',7-. �""r� -- �_ _- _ - - - - - - — Kam-_ ..= LOG OF_TEST BORE a 1 ( Log 4 of 4 ) Cl n : U t & Dirt Excavating Plroj ect : Slurry all Design Site : Sec 4 Township 5 North Range 65 West. Project No . : 2006 -201 1 t Description ,a 0 V H CO C ,r 0) iv, Li - C) It]or to SEW a �,, ,�?Si b Y co _.. .�1 ■fin - - �- . 1 7 '¢. x� S��nW i.a�V{'�Marais` JTr A ^ •S• - _ _ _ _ . ._ �' � -- � ., � _ - 7... 3 _ •r. . �065tl�d11��rt��l�!�' '�..'. _lYSQ`JLL_p_l-c-�4YJ'. •c. .. • _ Y. .�. i- 'q. •MC-r�/P T SILTYSAND 76 't :'film { I .. I 5 . . .:.. ! I 1 1 I r I I SILTY SAN & GRAVEL WITH _ a ! I I ! I 1 I d ] 1 1 ! � ,a i�. I J 1 1 I I ,, 7& _'_ 'l. ' !f G J 1 1 II PI ' +it? �7 ' 1 1 1 i L 1 ] �' - - i ■l, I 1 I f N "� r? li a I ii a 1 i 1 a2 _ - t I' r� � ;� ' I I 1 I r rf .4 is ., � � 'i h 1 1 ,!i, I I 1 I 1 I p �� I SILTSTONE CLAYSTONE- I ' 1 I ' 1 �+'f�r'+r,', I r J L r"'4E11r�IEFE [ -C FLT I 1 , �.�.w � 1 i SILTSTONE/C �AYSTONE (GREYS1M a1 r 1/A-cl 4 ! I. I 1 r 1' I i p I it �I ± 1 1 1 I p 1 rie1'[7� , MINSPl 1 t i 1 1 f ,r�ll I d ■ • r , , J • 1 r —1 i I I I _ 90 I I i il i I D • N 1 _ A M I F 1 1 LI LJ ' i 1 t. A 1 T 1 �^ Hi — I I r 1 1 c L i „ , I 1. . - -- 9Z r 1 I. 1 I " a 1 I 60 M #_H.—...I....._•_____ �. — ` 1 —I -- SIP - ow I 1 1! 1 I I c �- 1_ J 92 I II I 1 1 I I __le II 1- —. ' 1 140 P 1 a i A r I 1 1 I 01 - — — — . I - A 9 6 7 1 M I_— U I [ ,j I I r ■ pp ■ I 1 i . 1 1 I 1 I 1 — 1 I I I 1 ] I M .1 M .1 I t I 95 I I I I 1 I I 4 I I I J I' I I I I I .I 96 • u I ; A 1 I I a II p I I 1 ( I a n 1 1 IP I I q I I I I 4 4 Y tl d I I �` a ! I 1 9 1 I 1 I' i 4 I $ I I I 1 1 I ! I I I I I a j I 1 I II I I I 1 I I J i u • 11 1 1 Il I II 99 1 1 r J p 1 1 I i 1 1 1 1 1 j r 1 r P N I rte, 1 iII I 1 00 1 w j ! 1 I 1 1 I 1 I I 1 1 4 1 i a 11 " I I II i i a I I I I I I J 4 1 d 'I I n J r I J I I 1 r I I I' Q...T ...—. ... .. - — 1 1 :I - I The stratification lines re ires.ent ' in :. s _sp :my� rnate boundary lines between soil and rock types Insitu , the L ansitcni1 may be f?rDival . r n=nunnt Water Observations boring Started. -10/17/2006 F: !nitiar '' '+ `l l l ' ToRIT . Soling c O.m etc, Tio/1712006 - Loges By: TM Water Checked : 10 17/0 Two Rivers Testing , Inc - LOG _ F TEST BORE - 12 IL 1_of 4 ) CGUent : Dust Dirt Excavating ; Pr # � ; Slurry Wail Design I . w itl : Sec 4 Township 5 North Range 65 West ' Project No. : 2006 -201 s Description �t`r. ur Z U I C ast cii Chi C 0 1 ci .,.4_3 ti COO �! '.i(...if. iiirblT.=A'Y :: .C..�.. -- �. -\: m .. w '� *�+�.�' . ��[. X.sc�i Cl` �� .y V.. • —' ___ - I�� ".1V2::::::::(4- ■'i'l ldai dd _ in". ik ",�S - -. - _ _ _ .. ,�-Y-iT , :1 T'•�•� aF•�y'?' r'"..ir �. IIII�J�iJJJ ': •' w �•� L • SILTY SAND IITH GRAVEL ■»-rte .u� - I ;' fS,� r I ' 9 1 i II I 1 I I I .X ti c : r I 1 $ N N d sa. ..s g 1 I Y i N I ' p h I 1 N 1 I p I N l s�. .'y eterr- I 4 I t F I I I N d Aire mi. m mtrm2mi I M I �:6--4.4w60.86%a • I r I I ■.-o' er-_rr N q p ;wf■■w j, N I I I d N s�■ • s? 1 I I rI iii e.1 •1 I . :SX- .: :I I I I ! ! I .rt:�v�y 1 I 1 a 5 _ .1Y�■YiLILS.. d I I I J : CLAYEY SILTY SAND 4 z . _ R P U I 1 r J I 1 d b U 1 I 1, i ��T AND `' I 9 N 1 1 ! 1 tiecrelatti + rr J144741--r#14: P 1 L'��a 1 p 1 6e, t `i+g •.` 4 P 1 .SP{_�W-.4 a i C 4 �9 Y1�.f o Y h I h 1 C I — 1 et I +ry i*�,�r ate isns4Stai■■ iFi VW' litii I 'w a'*x�'v I r I 1 * I I I 1 1 6.51.-yitirs:pott BS 4 1 3 . 1 I 1 ° I q OP 1 • q r I I 1 ! r SILK SAND & GRAVEL WIITH - ■ i 1 iCl BBLE 101 a 1 M ° I 1 °I Li I cti q _ F � II I I i o r- I I I .1 II 1 1 I I 1 I I Iseet "� } I r I r I I ! 1 I I I 1 4 r I I I i r I- I I1 Pr '� 4U If N P A I r l N I I ! I 1 L I • I 1 I N I ! i' i 1 I I i -4 `b ..r 1 1 I ! I o ! 1 I ° i ., GROUNDWATER17 17 • # I r i I i I N I w ese I N I I w 1 r I 1 F 1 1 I 1 1 ro I I b 1 i i 1 r I 1 b 1 i .' r I I �a I N 1 1 1 I I 1 r 1 I iir 1 1 k r - r I x I I 1 i ! ._ ' I I I r 1 r j I 1 1 r I I 1 I 2 . . . I I I ! I i p ; U I 1 - 1 I 1 . r I ' I ,� M 1 N r 4 23 - I r I I 1 c `ere, s , 1 Ij I I r 1 1 , I 1 Vi I I I i l N ,= ti) �ti� I r I I i I I I I I I, I fir: i r r � . ! I Li I' . I I I I Thc iron hr 1--s represent The apprc ma;e bounriarws lint ' s. rkatvvec•n soil and rock types . lnsitu, the transition ma ;". —at tin nag '�+ ,� t r° Observations . -.— gyp �" be � c �� l_ _ ,[Boring Started : l ari EI12C106 P l r tr l L - NIt Burin Gann iate' 10f WL . 17' . 9 P 162006 L agaed By TM VJ C a5ar t-ieckend- 10116/'CE ' Two Rivers Test c ng� . C . Approved rrl+.+• . i:.17:r u. W. 4■ a a lw . .aaa.r rrrrtc.Ts. r. -r.•':YEa' . - - - _ .__ __ - � -_ - _ .. - _. _ ... �.-i:.. --, r aa _ - ___ .. - - -•-' I - '-iii ._.- .-,_ -- n.-r . . .r ^r_ ^ ` „� [ d F TEST BORE e1 of _ ; I Client : u & � i rC Excavating : r% roj' f : [ t r��y/ Wall I Design i r a ` Site : Sec 4 Township 5 North Range 65 West Project No . : 2006 - 201 0 : c, I Description I ID, -1ZI a i arrL2 1:1 01 her O IIFJ K1 as F-1 Z limo —' N -" I.: al • I arr MI = s S f cAsji tau Eire en • r _ 1 .' ^ril. •`Li :ig a$`, ,1 ^� d-- •" t r � +5 rJ; i 'Y TrI 1 F'-_ , T SILTY SAND $L GRAVEL WITH ► _ I 1 I I I F 1 ari. J I I r 0 I 1 u 1 1 27 u I I I - I II 1 i I IM j 1 I I ] .+? ��14. II I It I I I i ° " fl 2 • • r� n I 1 I I I I 1 • e I I 1 J 1 1 1 I i c 2 c �' _ 9 i I I I I. Sn I 1 I I I I nyIn1 I T��,yf SAND '`}'1 WITH ��jp GRAVEL spy ly rJ -' .s: t -.z: 4I N 4 L.. 1 1 6L r'1 1 '� � � R L T■ 1. .V I ■r-k f IJ.. �•ri . a..1�■' I .1 I I k ' r= {I_rnh w. I ! 1 IY 1 f p ')7 a sr_A. I 1 I N e I i N 30 .2.1.-.4,1.67).:-.:Q• �r aasaa.' 1 v I I r .arse".-4 �'\'I 1 I 1 W P I I. .� .L I I I N 1 P I ''diet iP P 1 ■ 1--t`"�re.e I +� ei I I I I t ,pp.: a^C vlr. II I I 4 te -t-.%%.. I I 76:1-14:- � II arn-':s:.•:s:• 1 N I 32 ::.■ rs I I a, 4T -A 1 r i ii'a1'i:_ i r:Y:J 1 - r 1 lle_g. I 1 . s w` Jti Psaii"r:•s'9. II I > a 'a 0 •�� .� rfa.,• J r 3 4 .-;.f-- c- S I y 1 1 �1.eai3 1 1 .-yrrr i II 1 N . _.r.a., 4 I -.a3 1 c 4 ••. a■. ria 1 'I I I I a a..r. 1 ��'i pro'. "a:� ". I d H 1 , :_-. I I t d I I ma. w� , w: J' I d 1 •ar \ra~ I d ' Y I II i I N '4 -ara-a a• I 1 I1 •- xm: I I I I I 1 I ■ I I 1 I N c •'rtitiL'• I II 4 - ., I Y 46.$" :J I-- II I Y p 1 1 p I N Z. : `'� : rr: I I N 4 t a I I d" '�• r 1 1 Y 1 I 1 1 ; I 38 _ : a .cac a I C I r I I a oar-noon., i I I 1 I . aY� II •A...,: a:•......t I I 1 I .e nc aiAsaF i , . ��.� ,4 I I a t '�.f-.r�'1'emi~■ I I DIY I Asa 't a I 1 4 11'y'.r"�` . fl r 40 it-ra-rc;_ Y 1 a'�, ■ai.a li 1.•..as;aa"a �"oda • I I) P I Y ;.±�'':: y I I I N r 4 41 �:svr��"l' I N t I I I a %��y'•,a e • I m� S ?ri•A I I I 1 05 -iw alit I I I I I C. d --- - I I I hit Z I ,.%,.... lye f p :ti •st I. I I a 1 }.:.t I r '; �1 -'-•� I I " G • , ...Vi s Ca:41a�' 4 I fl I I I ••�? ;- a • I I I I I •:-:.a__ • ..■o Ea • . I II I I II I J a�■ ■:.Y 'L1 I 1 YII 4 • J , .... ■iZ i�..�i I I ey , { N f f ' I' a 1 'ham al.�!. V I P ', I 5 I I I •-- *-rar=5, I I I I Y 1 I a ..ataLana ,a t I I I a N " 4 I '-•"""S! CO I a II I I " � .,-5.1.‘--j-��'' I I 1 r I �' at i'rwa'rS'.-ai.: �Lr. a .4. I I �.T:'-: : a': r I I I I I 'I I I I I I 1 " ' SANDY SILTY' CLAY i •. .ia.:- a I 1 I I ■ _. • a II I 1 I I' J - — e ■ •■ -, • . I I. - .1 I I N • I I I I 47 ' r■Aria -r I I 1 4 I 1 a o r • I • .• I r . . ■ wri 1 r I 1 1 4 1 I a • a I �I /Q] . .. • g I I rill ri• .' .-. I I I r I I I r a _ I a. a . • I I I I I -T•� 1 p y j 4 SILTY SAND & GRAVEL WITH 49 r • a a 1 , ii11s I , `. 9ti? I M I 1 I 4. I j I Eiii.:1 g7I 3 ■p'� I i I I r a as a w I " 6 r approximate bun{ a � -- - , ' _— stratification (i� represent the y Ii .' S ?I.etv.+".i : -I v, ; ; � 'l (a ty�p _ Ir t� , the EPartsIlIo�I m u ad �l i - Water Observations Bo(ing Started: 10/16/2006 t ' In riC� 1P Rl� "` 11" poring Complete. 104162006 "r WL : I- 17' • 4 R • T . i Jr:trifled By, TM Water Checked - 10/16106 1 106 -ivy LI Rivers Festiro , I7iin yrC .41ed By: IM n LOG CIF TEST BORE - 12 . .._. _ ( Log 3 of 4 ) CJ ient : Dust & Dirt Excavating Project : Slurry Wall Desi9 il it TownshipNorth Range West Pr �e . r 06 - _Ise Ps �. DI`Gtt a qty •— nal - 46_1 Cal Z la C{• si- -_ a 9 ',� C .J 40 CL5 co.L _y '.`'� -W _ _ r,� 7T5bia6;i141t2 L M! \.y' 1 - _ y v , 1 orb .� QS ;. Cve '"../.,:-.: �¢ .:- } i a L•c l br r. � L• — e. V� '< � Lei SILTY SAND FR GRAVEL WITIH _ ' COBBLE I I i I 52 - �- I I j I ! I 1 1 I' q ! ` '� 0 ► 1 u ., ,.ti7,b? I i II Y I 53 _�ir��' e I I I I A _ 1 1 I I I ai � sl - i I • f I I . .f 1 1 i 1L Y I 55 1 P ti�ii� ! I P � � . I f I . • 'ai�+,� I I pp p 56 @tea`. � � I M r I I I Y I. j (, i r 4*dTi�rSfy 1 II I eit Inn,It WI rik:*:,..4ii I I + pI tilictAl•Lts+6 4' t I 59 I ea{4f�se��► 1iketStaittet 1 4 I, ka +ja+�are' I M , is� :'«w 1 ! 11 1 61 - 144 )4:3-ii 1 i r© d *�+situI1y4cia a R W-4,1.11±0 rr� 5...i.Yr 14 I I i fl I -4,1.11±'.ryi�d0 I i P I V « 4 1 I 1 I 1 I 1 ��• t�rypc*d�a*��'i'va ,1 I 'a }*t3�i� 1 I �• 83 ve PI t tit tit L f+irs�t a 1 1 f :;, ,� .� 'E I r «� "» i I a ii I y- i. + I A GA 7t144.1444.,,,,-,r�,`� I M f oFaifiltgeiliarS+r• I I I 1 1 F 1 I i i _ fLTY1� I+PG1 S. ? f4F� YL WITH, ii:+ia'+la 1 I , I �g C I 1 i + COBfLE 6E dine 1 Y ; I 1 - 1100000 I D I I I Y --aria 01 I f 7au a a al roe ? I • 1 Hil I eis44 I I 1 4aaaa a I I f 1 1 arna a 169 '�tii57r?*wid� N I I N I I -%a4141 . a � 1 i 1 1 1 G y °� i I I I ! 4 70 -y-�I y 11 4 A i I I =' �uu�'�'�'4'� M + 1 j � Yi y ei ! l I i 0 cilia . I 72 I iTTPti1 .EfC �: `� T1!J�iE i I d ' a fl I (WEATHERED ) 73 4,04:4,./,ittti::0 I I I F I i '�' ' I 74 1' : 1 Y i j I .....i __ I p 1 1 f - i --- - - I I r, 1 I i I I 1 I - I a I I 1 I d 1 r I i i 1 J a r i !I I j 1 I The straticalc.7 % t.J Iii. r . h'nes ie rrt the apPrOXInlate bound ary lines 5ai1nd « r1 I . � it .� . �i trnilir� tie ful, water Observatrons initial ' `� : � 1 Boring ;cried . 1o/ 16/2006 J' 'L . Boric g CoMpelle . 1O/16/2OO6 ___I . R . 11 . . _ s rAAAAAAAAA SF inn - LOG F TEST SORE •- 1 ( Log f 4) Client: Dust & Dirt Excavating , I Project : SlurryWall Design Site : Sec 4 Township 5 North Range 65 West Project No. : 2006-201 0 ' �— E ` to C G , ci W 50 . (n ces .. ' ' + O LCL ! CI5 II �I .-m — ILI-STONE (GREY) 76 i IgallaSICTIOMUMIIP • i r 1 1 I I I. 1 g 14 I. 7 I 1 I I I 1 d " ° ° — 7 1 I I I I II I I I , 1 V I I I I I ' I I I I I I 1 1 ! I I ! --r n3. 7 _ 1 I 1 I ! 1 I r I I I I I I I i I 1 1 I I 79 -- i L� ' I I I If I I I 1 r , I I �} Q I I a0 Q I I P w I Q 4 Q Q r q is v w p N Y A n h W I II I d 1 n ! I N 82 I Is I d I Q Q I I P 0 I 1 Q I . F d I Q n w a 1 Q r 1 i i, M 1 1 h I N I h' Ai G r A E' u I II I a I I I I' I c i I I. w ! I I I ; I ! r I 1 I fa., d 1 I I j a 1 I 1 N 1 I l 1 1 ET I - I 1 N 1 1 1 I I I y I .1 N I 1 I 1 1 J N I 1 I 1 I 'I 4 I I I 1 o R' • r I 4 I I , '.I 1 I I I1 I d 4 I I p, :I '. . N I :1 I I j I 1 `" , I I 1 t I I r I 1 N I I Y 1 9 ` tie : N L !_ I I I I 1 P� r ii I. I. b el II I I I 4 I I 4 I I I 2.;-:!.,1, I I I I I 1 I N 1 I r � i 1 1 I I 25 , � 1 � Y A I 1 I a Y 1 y I I I I I I I i I I I N I 96 II 1 M 1 '1 I , ! 1 9-7 I 1 L I 4 I 1 ' I I I 1 M JI ��5' h i I I 1 I p I ' I I l I I. 1 I I I- I w I I 1 9 I I I I I 1 r I I I I II �'y ` I I WO I L a I 1 r I A i I I N a 1 1 I I I I I I I r I I I j I I N I I . i1 I I I I I I I I ' _ ,;r ,The stratification lines rerp.esen[ :rte approximate boundary lines between soil' .:1:•a-r :•-ai ,-vte.u•wrra.•.r -r .wz-r - _ :. ' L .. ..T.,_ ._ .-•_ .___- - .ter and rock types. r'1 Insilu .. aw"Ilatransition m be gliadual. Water Observations Boring ,started : 1 Di 1 6 11.2006 awing Corilpiete . 1116/2006 WL: ' 17 ' 11 * Rs -aL b .{I !f `� Logged{]'pI�I (� T �I Water Checked : I Oil �., ." J. ...� Two ng , � 6=�Y7 �rM 6�'�° i r�l ',} ._ . . ... . .-. . q l 4. tw} . •T Y n,-- w Rivers c . Approved MC r _ _- LOG OF TEST BORE a 1 _ ( Log 1 of 4 ) Client : Dust i rt Excavating Project: i r Wall Design Site : Sec 4 Township 5 North Range 65 West Project No :_ 2006 - 201 ar T- o o Description G3 am {41 CM D rillii0 -nw•9v+'- v.alt-fir .6`? .. . ru - - . ..a} .�'�_-""' - '' �.• y+t ��.�7yr2,41s�.;�..'? r n d�.1k.: b� .•` rv,4.,.. i., 1:_ • r• - _ _ r-. . SILTY �41a "V`IT�I � Y � L assL -- - • {Fi r e ' 1x _Z° P " ■�. .rr 4■rfe 1 1 a 3 I' 1 f 'vim i 1 1 i L 1 I * ras:�■sr �' 1 I I /:. 1 I 1 �y I re. I d . r,tir■�. 1 I r i ■S ai'■Yr�': 7 M ; I , 1 ,� :.•:r : . I b a r . I �'"r.=a -aJ M 1 I p e -: p 1 I c n I c rsr.: Y Y II G I M 1 yq T, W - 1 i.F-.P:..: . ra:fra II M G I 1 1 SILTY SAND & GRAVEL WITH , 1 r w p 1 Y : I 1'COBBLE 7 SANDY SILTY CLAD' - • ' 1 1 Y i M r 1 ! 1 SILTY SAND & GRAVEL WITH 1a I , �S COBBLE _ I 1 GRoukNai.HATER V 9 ati M 1 c 1 d ,0 10 el SO .aFd1!` 1 I 1 p I 1 n � q p 12 1 I F h l P 1 ! r l : e _,3 i �" �.j h 1 f _ 1 1 1 r j Q, t . 1 1 1 1 d I ' Glr I 1 r n 4 ,. P 1 I t 1 1 I I I 1 i10 I 1 1 1 ! I e ,� 16 1 1 y . I d I I I ! ' a r 1 I I 1 17 itI , p ' 1 1 j d de. - a:alti 18 9._• "le 4,lie I Fp r 1 1 I 11 'of 4 �M I Y 1 r M 0 1 I I 1 I P I 2 0 an I p I 1 1 f `� a U ! Y 1 I Y 1 I : 24 ea:taYs's I h 3) sia:ilar - 22 P i 1 I I it i. ,7 _ I 1 1 t 2 �'"'�'I' I 1 1 I I j d 'J � 1 1 I I 1 1 I b I I I r p I i. 24 ao .. j 1 25 1 p 1 1 • 1 1 I M :: ' I I I '1 I I N `t + ' I I 1 1 I Y 0-lie stratiticetiork lines represent Inc approximate boundary lines between sail and rack: types, insitu , tree transition may be gradual Hater Observations - . Boring Started - 1011712006 "initial WL: - 19' I aoring complete: 10/17120061 • RI I _.. n Logged By TM : Water Checked : 10/1710 Tw Rivers To-sting rl �_ E. , - - -- . LOG OF TEST BORE - 1 ( Logof4 Client dust & Dirt Excavating Project : Slurry Wall DeSi n Site : Sec 4 Township 5 North Range 65 West Project ND , : 2006 -2O1 �. ,�- 0 [Description ip i)5 tk rl asuLl 1 c Q-.-;:3 =.Y - ir, a ll .. MIIII• LS c aZ L0 t-' 574- c en a iu 1-- st Ca c - { ' grr .." _ G e. D m WITH t c fh� . . :. rte' . . _ � � __ _ . . SILTY SAND & GRAVEL - d I - COBBLEE » 1 c r , I 1 I r n �' ' ! 1 f 1 r . ' i i i u r 1 y I 28ro- s i � lolit. I I I I . . 1 1 I I , I 1 - kr Ii . P I i �' I f a I ! i I r h I i e' thsA I I I I ,. r , I r r 1 q 1. r I I 1 r q I 1 32 J I n 4 q Pitt 1 1 4 n a n .f'' ! y. I n 33 I I i i r I I, *1", 1 1 N 1 1 r, r r I 1 I 1 1 i 5: 1 d 1 r 9 1 1 r ! 1 35 1 I It Y, ' , 1 1 I 1 I � ' ' ;i I' 1 II a, • N i 1 G 1 1 1'. l.L 1 37 .r t A r 1 n M i r r. ii 38 ii; I I I da� �- . • 1 1 I f _yrr I I I 7- - i f 1 f M 1 j 1 1 N r 1P ' p N M 40 , r 1 I 1 I ( 1 r n 1 1 r r 41 . ti I ] 1 i I J ` I I 1 Y 9 1 I I 1 1 I I w r •. I 1 N ly ? N la I r i 1 2 - 1 N I i I • 1 1 I 1 I C3A 1 1 1 A I _ - Lir6 r 1 f p i h I 1 I N M d e y r b PA? 1 M I I 1 1 e P N i I 1 F I r I 1 6 a q 1 "8 � I E� ai' yi 1 1 I I I I i 46 rait 144II 1 1 i I 1 I !^._ 1 f I I I I r1 s ` Y N f m I n I p q 1 I I [ f M I 1 _47 1 I 1 1 SAN ['Ip'f' SILTY CLAY .- .. Y ..rM .. I 1 ° 1 I 1 y 1 1 1 d • J i [ ! I r I4 1 •a - ^ • - 1 r r I 1 III#9 - ' ° 1 ' I 61 ` 1 y�4� ` 1 r' SIL SILTY SAND & GRAVEL WITH >� _- . I 1 f i i , f !� ? -. hhI 1 COBBLE .50 a �� i I I 1 1 - �y , r N J I I I I . �� I h I i I 1 9p - t ti-# . A I I I I 1 k r. .., •3 �i I Y I I 1 I I I 1e ra Ai,satIcin irres represent the approximate bow-If any tines between soil and rock types, tnsitu , the tranfithon may be gradual . Water Observations Boring $tar-ted : 10117/2006 initial ' L . 9r BCK Inig Ccrn.piete : 1O/ 17/200s T . R • rf . .,_ogged By: TIC ri ti'Wa e r Checked " D/ 1 7106 Two R rve rs Testing , h c. Approved lad: TMC _' Gs.L•' it lr aa.a ira•11.i •' .- .._. +. . .... r.. ...j» . . -..- . _ - `- 4 •'.1' vil - ��'- • ... - - �I - _ sa — - — LOG TEST BORE . 13 ( Log 3 of 4 ) Ir �: nt . Dust Dill xc atin roj t : f r Wail CI L es+ Kin, Site : Sec 4 Township 5 North Range 65 West Project No. : 2&06- 201 lf - - -"- - -o in -- - -- u Deiscrintron It, th ra • • en aI Ci L —1 i "� i a - `. 1 rvra 1 4 . .. " . - - _ - ... i it >.b�1"'+SS+i`�_'Ct� "t-�M1S !TJ4�,. ANti fi -. _ - _ i 1 t adade91 1 • COBBLE "r 0 ,ire P I p 1 I I 7-1•1?'� h 1 I e52Y I ! • P aria 1 I E 1 r _53 � ia � I h I II p N I i 1 4y •? I I " �I 0 +� +i. I I r r I I 1 .9.iii a 4i 1 .1 I I I 1 1 liwwi • a'ow a - j p 4 3 I p 1 • 00a , y. I p o I 1 14 — ,,iia.7 I r ; ; I p 1 I a I ! I I 1 I r :: -0a •9404 I t I i 1 -F910:9-494. 0 I I I I 1 I u ,: 56 a .i�I I I ; I 4 > . . I I I I I 1 �i' 3 1 i 1 I i i 57 _ y�0 ,�va M I b P• I I l I 3-til .i I I p k 45 I I ,al j .:•e ; [ I r P I I I �y i u N r�tii'�y��y.'�a . 1 q- I I j 1 1 i eT_,y,,0_ 1 I I I I �.iia7 .wI I I I I I . .y �y I I ! 9 I I SANDY SILTY �(y�_ - ::: o : : 1 I 1 a ��_ '�+LAY ::2 : :: : : : � I 1 • • . L. , .i I I I 1 1 1 , .:.e re; en i.r I P � •Q 1 K y- A 6 1 I - - - . V II Y I M ,,.• - e u e I I 1 I I I 61 • ' e -a - -R I I I e �e�u � rrr I I ` I II = 1 1 I I I • I till INI I I I 1 1 1 , ..4. ,. ...i . 1II I 1 1 1 Y I 6 y r e y Ir: e,:us . • I I �a il• e.�• I J I I I 4 I I 4 63 * . e , . r 4 . 1 I SILTYSAND & GRAVEL W WITH i ' ' y I I 1 C 'C 8 FILE p • I I a a. M i a r I 1 '.1 r� `i �,y_oL- I p I 0 I 1 y 1sa= : *_ I u I 1 E �1 c. 1'I q5 y. I I I 1 h r M c p 1 M 1- _ e I r I I r 1 I I I I t . p " 1 I I I h I d 1 I ;;r_; h I 1 Y I 3-- .4, I Y I 1 ' 4 N I 1 I e ' hip, 77 I • • I I J I I I I II _ oI I x`14 1 I I 1 P I '1!` I I I ! I i e � I p ! I u I ! 4J8 �' ' 1 I 1 I r 1 / I ! I n '� I I P I Y I I 7 I 1 � ' . Y r 69 I f I I 1 I I G ! I I i 111 I 1 �� t h I I M 1 N I 1-Ai ti . k • I I I I II I 1 M �• r� r r i I I t la 1 e 1 1 j f"ri .ih 1 II �� 1 yj `' • I I 1 I i 4x I —" � I I Y I r ' a r � 1 a Y A7 I Y 4 Y r _ z . y a 7_ N I i IN y i I Ifi I I II I p P I t� _ :� I 1 1 I I I I I C I I i ' I r p I i t I I I r r A0 rI I A.-A] 1 1 Ttl� tif�t: tibrt line represent the a �'� x11 - 1 rt. . _. .. -F.. , . Ise sail an l rock t� th transitionmayarf :. Water Observations pate boundary lines between types. Iasi r rt .tio >! be -- . Initial1i.NL, , g ' ' tr Fr__ Boring Started : 1Q, 17/2006 A IBM - le Boring Ccropilete : i0/ 1111200E3 ER togged By.. TM i • VVtiter Checked . 10/ 17/05 , Two Rivers Testingt inc, T ppr© � . fir. - -- LOG F EST B E - 1 ( Log 4 of 4 ) Project : _ -1 - Site : Sec 4 Township S North Range 65 West k Project No :. i 20106-201 _ _ s ca Description II . C. En I- —4 I is ti tr" I coi = a ! VD C c C12,,ce. a ['_I Ira �k. c CO { I a 0 07 _ '• o COBBLE `a a aa'�a`� t r t=- :I_a99x. i ' i 1 I I I I I1 e I g�,. 1 I 1 (, -- y ,a? ;. 1 I I I 8 - - litgaa 1 i I - aaa * I ' I I aI I ,val.fit`a I I I I 79 _e I I I I m,14,4 4y4 I I I 1/4W I I 4 -a�} se I a I I I 3f4 l� 1 I aiiG1 I e I Y d ' , I Y I -Ara a 1 I I I 7$i ..4a . I M I I I I A 1_e ' X 94 1 I 1 I I • " ` VIM l_ I I I I 1 , 1 ( :44 j ' 1 1 I I I I L �, a : I I I & a � : I I I w I I I hi3 ariaOr.l I I I I I I , id I I + I I I 1. °iktii' I I a I Taaasaa I A i I I° I I . I LTBT N E (WEATHERED- 84 I M 1 I 1 ORANGE/RUST) I r 4 Y W "Air I M ILT fi� 1 � E � ---A $,` - - _ __.. II I I - - 1 r I I C Bk� — - I 1 .1 I I I I I , I I I 1 r I I I I I I I t S7 I r I I �r I I I z pp j 104 o I I_ — I I. _ 1 1 d I I E- i I i 1 I I Y `. as 41 I !, 1 1 I il I t 1 I p a 1 .i 1 rI I I I I 1 i I I 1 - r 1 1 I I CIL) MII I — r I I I I ► 1 t 9 1 j j N I ! 1 y I 11 I - I • I6 d 1 f L 158 A t I u; 92 Mac i I 1 I M J I 1 I - ' all- -- I 96 I I _ I -_ I ; M i IligI r 1 9Ni I 1 1 I - I 1 I 9.J 1 I 1 II 6 I p i -_ } ,r5 I I I I I J I 1 I - I - �� 1101 I c I I - __ �.. 8 - - - - I I Y j - I " � r I I I I r I I A I I I r 1 I I I- I I , II I 'I I I d I I I I •1 I I 1 II A I I i 'D I I j I I I I I I I I r I f I I 1 I I p A ! I I I I I I 1 1 I I• I I I I I I I P I 1 I I 1 I I, I 1 I I I 1 J r I Y I I I I I I p 1 I' lialainial The strat,ificauon lines represent the a pfoxir gate boundary lines between soil and rock types . PInsitu , = _11_1 . ' the trraat�or� � r �ul . Water Observations Boring SBoung Started -. 10/ 172 6 '' Initial WL LaiL. — Baring Complete : 10/17/2006 T • Rair Water hocked . 10/17 ,1 6M Testing L r T s - Two Rivers Testi n , m nc . Approved By' a _ _ _ LdGbFTEsTBoR - 1ALog1of5 )OF Client : ' Dust & Dirt Excavating Project : Slurry Wall Design _ 10 a Site : ! Sec 4 Townsh p 5 North Range 65 West Project No . : 2006-201 I . I 44. Q '— a• o nd dYl -. lii x_ .Er`r'-�' ° �.. >.r'a"P fPP�wI!,; 1•vf.1._.�+T{ _ _ - —_ s•.':n _ _. •_ _ - _ �; a __,_� .-. +�:- - - • .._ . ..��is 2ri+-^. �•s-••r-A.• i�r,..yc •� -. - - - i�l►T_�.3+Ntyt a-3,`�e4ka.`M,ea5p°• r lirarratig b ;5, Y4D`r SILT M I 1 a I i N r a 1 1 I SILTY SAND I i : ill i I 1 I 1 I I 1 r 1 1 i 2 ,.. _ Y I 4 F b 1 I 4 1 1 1 - :: 4 4 .. I I 'I I I 4 I k 1 1 I 1 � w 1 I ' s. '„:0Pcie. i3 -n?: I b 1 y i I' 1 I • V q ,r � 1 I 4 t . : 1 1 1 e ? _ I -Y'. v4 Y I I r 4 (1>P41-, ,ti, I - �I I I I I I 1 ll SILTYSAND Oif � L �^ I I l I i a •.':! :szr -: r I I - i.':.1'ttt46FFFF-Y I. ?fe?_r a Ii J i rSas fi _ ` I i r:r'ijr.turr _Y'5i i. I 1 en-wt. ems : I M I 1 N .varr:: . 6 S I 1 I. r � -A-- I I -c T n"ia1'e ( I I I C ' I 10 ',4•101:::;:::1;.4%7: I r 4 I r I T 5r• tea•:: r I • I _a.::r3 1 :4aca. ► 1 I I tl _r 1 ,•tpr ' M a I I I I e -�jiie-ri It I I I .........--4 t'�� i' I r r 4 �� 1`l.? UJ- I I I •' %._.:R j I d I I r:,T itis4� M V.r.r.,sr I I I I :,..:._„,...• -,...1,7$572.-:. j 1 7 � � : J I I 1 ��. I el I • 'mss j-r'� 1 1 1 b II i iI. •-:s a • I I 1 I IIg -v viii y f :-'gip;,:e' _ I a 1 I sfv•J.rr%vacit{s, I I p J I tc. rrtat lI .;: r L I I I I I rs p 1 I 1 ,- • r�ti r 1 I i I ] it., ;..7-Z-:-„--.a.."0.1 e='-'per:I I p 1 I 1 Pi diF�5ra-: .. I I I I t 1 i! S :'::11sr " :4114- _tise.•L'; I I 1 I I •I,"y •er tea:% I 4 'Y*-rs%a H 1 I I I �! - 1 -J ecta%i r r _— v� t J I 1 'SANDY SILTY C• LAY ; M_ � , � I I I + , - • -• _r- I I 1 I I 1 ., V h I C1 I 1 : I 1 ! N : , y P h I I I . I • 4 • 1 • , i I 1 1 r I 1 I I 1il 1 I 1 i I, • aa . .. 1 I + 1 I 21 ` . -* e r I I 1 1_ le . 04 14 I I 1 " '' • :-' e I 1 I I l -.,' ' • " 4 • : •I . • , � , I - ' • SILTY SAND i • - P 23 , I • I I 1 I SILTY SAND F. GRAVEL WITH a' 'e al J I e r r 'COBBLE - sis iylpIei4 e 1 I.1J a `y4 a I I I I i a� a a , I .iii�ll�,l ,rya I I I I I _ '- 44a a, I Y I I I i I 1 11� �� hl ,),..-:: •i :..ii Inc .:.' � ��}P ' � I r!�JCC1Pfll � ' ��Uf�I�• lines {p� '� r �9,s a ,� L I ,�a1 r 1{{_ E �a� I d r+y.1 � . 7y� � y icy 1q pJtl r�^�, - 6J - MIL L� I `�'[ i 1 � I ,�1 I �M��P9 � Tie L� �� II_1 , / ■ 1.�1 �F-11, grad Li al . 1 �d S t,mr ObI crvtilI‘ n _ types. - 91 BanP�g Started : 0123/20O6 I T a R • i Initial VilL - 40" clung 1012 /2 0fi r Lugged By: TM Water Checked. . 10 23/06 Tiro Rt�r r tin — _ - �y __ LOG OF TEST BORE - 14 ( Log 2 of 5 ) Client : Dirt E � Dust Excavating Project : Slurry Wall Design Site : i k0c4 Township 5 North Range 65 West Project Na : . 2006 -201 I 1 i --) I - 7:,. Descriptiori h mar iti ti' .-/ _ re ra -a - va irk IQ coc) tta f CSI {gyp. 3 eL L . CO} - 0 'ac ,cr f T ' K SILTY SAND 1G .�, 11` EL WITH r , � ,� , � 1 I ' • — -- — - �. I L COBBLE 27 fa 4. +Pa +�� 1 a 1 I Il d I N 3 _ q 1 1 A I I i? �l I $ aiewo a0 0 ( 1 aa_a 28 1 I I I ! 1 I I 1 4 as I � � ,a 4 1 . SILTY Y SAND WITH 1 GRAVEL r °. o.°. i.'� I t • �• 1 P I t p iei.b31 R•' �s 1 f 1 I e. r f I fetkite .•'�'•:� I 1 I t I I 32 :7.45" - - a I F I �� — :i+: rf a• y I 1 1 p ▪ �%Kr ' 9. • f N I I 1 N rti °,, 1 1 1 I' 1 w • 5 1 +r: ii I 1 I 1 I 1 ,a ri.n•• 1 .� 1 i 1 r 1 :2905::.:::•;i - -4. 1 �! ', • .e'' ��`e■ I ,,+ * � :ti 4 I I, • •1. .•.L Cr r °} f • F I I I I I 1 s 1 N ‘411 I ql V . ' I J F • re ..$•-' I I ! , I I I 1 �, I I I is 1 f I 11.6.S. I e a.. r\Tofft 1 I 40 +� t'•},ti. I Ø . -•:r I P A I I I GROUNDWATER Y-' M i i 1 1 r i li ' I 1 i 41 Y _ •�.41. 4 f ': I • }. P•tiI. A I I I I • {y t 1 I 1 L AV IA? ` , ■ •5,9 . . f•y 43 F II 1 °X Nee li • e.:- E �r.;- r. D��e▪ s ., . I I I I ace I 1 r44 a I w i I ;' ' •Y I R d 1 I r • • I I I t I t I r __ 4 6 C. . 1 ISILTY SAND & A A C 1 I I R.AVEL WITH ilia. 4 a▪ e 3 , COBBLEI` a as ; %AIL assaegii4 I I 3r,�'�3Cit 4 1 M I a I 1 _33°i 4 i ' a �•>Ft3weags 1 I f F I N lice iii 14124 lao I 1 1 1 b 1 1 I • +iaaal I 1 I L A I a 1C1495? ni M I I I _gait 1 it aancare ,ya , • � I F I r ' I 1 I I I The saratificaticn lines repres2rlt tne boundary lines between soft and rock types, Jnsatu the rag —�VVeler Obiervations Fin lop rri PoringInitial WI: 40" 10123/2006 . Boring Conripiele:. 10/2312006 . . !. shater Checked . le/23/08 . # * e * TM Two Rivers I. -.-. rfw■..w®w.vw5s-r -. Inc. r P _. .. s LOG OF TEST BORE - 14 ( Log 3 of 5 ) lien t : Dirt Excavating Project: fur ' I'� I � � o �� Site : Soy: 4 Township 5 North Range 65 West Project r .O Description on _R. e X A IJC l... ID 0 C ' -) r. G 41 • -7,-- ) a. = co O Ih _ C , ;Or tA'ot''F _ [ f. ly._� " ly�•a! _ _ _.. n SILTY SAND & GRAVEL WITH � 1 ,�.� ,71 �.i. 1 I: P 1 COBBLE 'a I I I , • 'r I f I 1 d a 1 ... wi i C a r I 54 a L I q r ^ r I 1 P. 56 ii r I 1 I I 1 - ._ • 1 1 c � � '� N I I I I ? ,► I i I I A I I I r 5 $ v rl r I i 1 1 4 1 I N I a d t3Q it I N I I N 1 d d I0 E r 1 I d i I I 1 1 I M I I 1 I M 1 - 1' I I I r 7 ti I I 1 1 t li- ; g d I 1 I `n 1 1 I d r Z 1 53 I I I I µ 1_ Il I I 1 I I M 0 I I r I 1 l .', 1 I 1 I 1 jai IP 0 I + M i 65 „sale i " �� Y��,�o I 1 d I • 1 I N r aile- ream 41•a viii i 1 I s ISANDY SILTY CLAY d -' alra I I. : : - t ille al 1 ,:- a il I I i M 'SILTY SAND & GRAVFL WITH ,�, i Id CO BBLE C.;9 'GI 3a ,� W I i �� II Ir I I 1 i1 :11040.994‘e I -004 . I I a I p'��' I r r 1 ai'v�vaiii4 I 1 I Y 44aa I n I I w 1 r + ,?d i 3 1i II I I d I 1 I 1 I 1 t ie II 72 -thiVilta 1 j x iJJ I u d J 1 r I avitay j 1 i 1 I l 1 - a7ayli d I ! I I I I _l14 iii 9 �� E r) I I P FA „ a .a$ I d I I Ia r I A 5 ave. '� d a 1 I 1 1 r�eya,�ta4-; I P I r 1 U ai44 +a a I I 1 I 1 II .a ilialaSag * aea I a I I I I I w I I I 1 I 1 — i , , 4I r I I I I 1 , I . r he stratification lines r,epriv:Kanpur r-- _esent the approxii idle boundary L. ._ u._ t , . e , 'I coil and roc types , it sti tC e tra.n ilir� �i Fay be gradLA • — �- �_-. - 1- - .' — a- �.. - . .. _Water Observations r Boring Starred: 10/23'2006 _ i gorniq Co Ipiete 10/23/2006 L r �i �' � of a� it - - ' Logged Sy. TM ... LOG_ÔFIESTB0 E - 1 ( Log 4 of i Client : Dust & Dirt Excavating Project : Slurry Wall Design Site: Sec 4 Township 5 North Range 65 West Project No . : 2006 -201 o O Descrilp iOn a4-4 as- . crJO _ ! aZ to calJ u. c ca fin in M C t O I _s [ se D cn j . r •. _s. ••R .:..- �. ..-I YLY- S.a'fr -v_7 :•n }.`'t - • SANDY Sill_ TY CLAY 76 f I I , : -: -. :-..: a a .4 44I 1 '•8. •L•,•, • I I I l I 1 I 77 78. ;•; i1;14 :a-` a ' - a� e� . .• ! te L`• i` r 9a I i1 t- la_ ■ • •II � a an • •- 1 _Illt I I 1 M SILTY ,N'D & GR.AVEL WITH #i�''�'a'� I I C COBBLE ga y 1 I I �Ra ` ! ! 1 1 _ • I I p 1' 1 I 1 1 I E: r ' 'hi, '� h 1 I. I I I h w ,�, " ■M�' I 1 I p. 1' I 1 I �■ p ; I I. 1 a 1. I. Y 1 SANDY SILTY CLAY 82 '" .-. d ' I. ' I M + I •`r • , ` • I. I I I' • ` I I h IL ' ' ' I I I I ' SAN ® & RAV E G iL 0„ ' ` ' ' N ' I a °■1 I 1 , 84 — r 'fir' I I 1 e - ■•1 a. 1•ai M I R ■i+•r a 8 5 • - -{� I �: r i f W - I . ;•��y •■�w� I I I n 7 ■ I 1 a I I 1 I I r r I I SS ■ q.1 ' . r o�L ■aq's'P 1 1 I I I 8G .- --- SILTY SANG& GRAVEL WITH I COBBLE ;' � w 5 1 I 1 ^ g 11 1 1 I I 1 -*Kr:ikatI I I I I 1 I I I ai A I I I M 1 _4 '� 492 I 1 1 I M I 93 - i f h qI p 1 I I a- I h 1i N d I • - ° 1 I + 4 ri - I II I 1 1 I f I '!" I 1 .+l I I Y - 1 _¢ i I i 1 r I I re I a. lir I p F o b A F G d r b J I I 1 h I I 1 93 Vir‘. ! I + I I 1 i �- + '� I 1 1 h ` I d I I I 9 ry 1 I I I 9 r-. - 0 I I I I I I I I , I I I I I + $ fn ilia" 1 1 $ i I I t4 C0 �r-r t -NI: `� 1 I r 4* iii y- it 1 I I I I I +aka 1 I LiH ` I I i Hi 1 r hip ^`_.'atIflr( f1 Imes rE~ sr�t � � 3 ppi oximate boundary lines tetween soil and rock types_ insitu , the transitiennion may be gr2d gal. ,, Water Observation Boring Stalled -. 10/23/2006 - Ft l wring &mQkete: 10,123/2006 i Water Checked : 10/23:iris Iwo Ezi, Pliers Legged By: ' TM ; LbGOFTESTBORE14 ( LOg5O15F ) • Gh ent :nt : Dust 84 Dirt Excavating , Project : Slurry Wall Design - • '? Site : Sec 4 TownshipNorth Range 65' West Project No. : 2006 -201 so e I 9C CI. 0 onCNI1 C_ 01 tit C C re ten. C r- '� ' U G �► = ira rte• �. CD Ir I rX. Inn } cu. m, laTh _ , . _ ■ .-. .. _ -- t• _ .� - .. ;1+�4f • ---:,•-e.;,-..„ - t hJEJ�' �" }!•.._Y _ ryM — r .d �. "6' I 1 I � � I 1 1 U 1 ` COBBLE ;> � r ��, • - 1 Y I II r 1 0 2 - - ih�-� 1 I< I I 1 , I 5' . 4ai I I I I I ; I s� { I �yg� 1'4 I'd 4.! f SILTY ,a 5? ,r:j 1 I I` 1 1 CLAY itr r. 103 1 . e I I I 1 Y I 1 J _mss - 1 1 1 ►04 . •r•-. ,- ' I I r / I 1 M •.• • • �• 1 I I' I r - - I; 1 d N t IN• 1 I I 1 05 I .• .. iY 1 ' d h I j y I I I51LTt• SAND & GRAVEL WITHI . 1 ; I Y I I II I COBBLE 106 ; � - 1 • I f 1 I 1 • I I I , 11 �r h 1 I I j 0 ',�'�-�a h e r ,7 '- 1 1 I I , -'i , " I I I . I y 1 I I I - .� - i p II I I a �I �y -' i '4, I f I f I' I f. 0 J ' �' 3�3 I r •I I I I I I I y I I �1 ,y F I 1 I 1 I I I I SANDY-SILTY CLAY I I I I , - I I Y a p -t rra aYi � - i 1 .1 — ''SILTY SAND e GRAVEL WITH ,, a�� . i i �iri �' 1 I I : COBBLE 7 _ ' ' ' i ` ' ; .414 99 0 ! r i rl I. I 1 I 1 ! I'.- r •1 ��,�,, I I I J ' tii ,i I 11 .1 1 �'}it �aaaa d i I p s Faye e �1I E i1i 15 - _'4:14a—t-0 I 1 o I Ifk , 4'�1y44'4_ I I i-444 i 4 4 I 4.4 It se il 0 a 9 r 117 • +' ogg;i44G1i r I•. I. a ao,�1� 'all I 1 1 444 Az 11 �1 a7� M 1 1 I. 1 Y , i a1.1 4 J 1 1 I p "' a% t I I I p 119 -� I I I II # A Java 1 -.. e3 � I I • F I 1 I 1 i 1 1 121 r I I III t I I J 1 1 1 Y 1 II " + I 1 I Y d 122 I I I i liI p I 1 :I a , • I .J 3 - I d I I 1 I I •• I ' p I i • 1 •f 124 i • 0 i i 1 1 I i o I T I I I 1 125 1 I1 i I I M 1 I I I I I , I I I -1 I IIN I I h I 0 p I I J Y I 4 It 1 I i p 6 I I 1 I , Ore StiDliftleaLian : ! lee represent tine approxirriaLe boundary lines between soil and rock types- Insitu, rt a transition- may be grathrai °'�`" ater Observations - �y �j Bori o `]tarteed : ; 1 4i'rfr N kJ J ar _ Iroring Complete: 1O/2_.. '2006�}s - - "I - .Jura,'LL : Logged Bar. TM eckedilk T - . Two Stan ; tic Approved' TI , LOG OFTI TBORE - 1 ( L..o: I f 6 ) Client : Dust Dirt Excavating Project: SluWall Design nship b North R a n 9 e 5 West Project Nod , 2006-201 Description a iri CNI PC > ` • �. 'r C cas , 1 C I�" ' r r 'e Lei _ Cn ti _., ri a. AI CIO � O C110 I 5.7. rt _a Ike n. r. .,. - - : ..- .:., -:_ _ _-`'ads' , . n ` _ _ p y SILTY SAND WITH GRAVEL j 1 _ , , r %. I I M n A I I tocre a-: r i 1 A r 1 .,avasv::: 1 I I r*=*-==- 4 I p •r„.ro ■e■ati I a 1 I t M d '�S.`�S.'•'�. S`. 'i:• fa I •r e a Xtra I a f ', 1 1 ii I 6 a..a& .u_a-f - 1 A p 1 1 I "li.: kr-rnsri I I L I I e, . a a'Ys1Ta I ...•a.�:• 9. p 4 I 41 "sti • s I `Pt s r s I p i tatilXiCeriK t, _.:e I 1 I i A r, h. a.__ z4=Y=: .tee.. A I 1 I r r aliraliiii"1-Cral"' I ilea`eV.S'r l i1 I ?L. =r -_ I Y II 1 . � r:=•: �: I I, i 1 r-7 , r 1 ' I N -4 p d _■'ru 11. I I I I I I' i 1 it • ,e�Y li r'r 1 I � 1 rti =- -t 1 ! I 1 I I 1 t' _ r•' I 1 I I �b i �.f,SYn'uS. I I I 1 t • ei:�ir■ 1 I 9.os: ��r,. v j I I I 1 •J -STd'Al-1jr "Y q 1 I r'�a�A sr i �� f:.:. agrs.Trr h i 1 I,P t. � � 5 ::stir I I I I 1 iIt I . '.z r:art ' 1 I I 1 J •r}-fir.a: I 1 1 f i 1 =�'�.+�, I I 1 .'�' -• Si.z I I I I I..i r�S e:t ..a . r.:..'Y". r I I 1 I .rr�a:•_vtiY I I II p 1 I� abeere-ara ' I' r .�.r� r i I I I A T 11 I 7 3 � _-k y I 1 I 1 •may; I I I .a n r 1 t I ' F .. _=.:. vl I I a 1 ' • '-.�� A I I I ASr.._.+., ... I I I 1 .Y;,•e. ace.--Vea I I I I MI_es ••e• r. I d ! .stti��= 1 r 1 .,. I d tio-.tiami 1 i I ! •o '�'`�� 1 1 I 1 I '. � • '-lneek 4.71.4 I I 1 I :_ 4 ll - .: .• 3 I I P 4 `-.f.7r.+ . e ` I # ` 11 ■�'i d1 I I ' I j i at:s.,124-s...�-'.ee' I Y y 1 ,L.L 4�i a eh 1 I D I _,_,r--,-t, r p I p j-. arm y, I I �1 r ,.'4. ?ftis -r 1 1 I I p r. } I • �-■�:a - I I i I 't`r: • ' I I I I �..o-....c. I I r:,..:� ear. i F I I 10 -ai. tit$ I I I I I 4.e: i:m==:* I q d I 1 I I a.an a■� .�i'a- I 1 1 II 1 ,I ! I '3 ,..) ' - •.. .°..'sea's M N I I d .] . r.�Y:1'�'1+ b M I I 1 A I I 1 I • • ! •■ r r_ ■ I I I I I I SANDY SILTY CLAY * : •• . '42 I fI I I ti I 1 1 SILTY Y SAND • 7I WITH GRAVEL i•I � '1.•L�rS-rr-r.. r I I + I i .: a.- 1 yuci"o =fir A I A I d Il tl V--: • .v J I I p trak- . I P I I ir=a�as}1�� 1 1 1 I I w ;eva1r',rte i I i I. ti , ±elidYas 1 I ,I J. 1 I -.Tr�1aa- p 1 II I P I •`T f• f i -. nt.• ��g.Z i1I.E d I I 1 q d I a•e■e.,..e,. I I 24 r�r r'_?_tj'ya 0I I I a`a-:.••a..V.._L .I I I I 1 I •a■■r rr t-n e.v ■:ati II I tr ,: SS 1 F I a I ...S rirv,LT' i1 I I I I 1 f , c e�■e..:. e I a `� _. ti+{:ti } I I I I p sr.'�" I I 1 1 I I n • l��r■ y :'; I I I I I r I I. z• vr`i� A I I 1 4 P I Iw: };tdosil.r;�z rrz I I i e y• 1 I.. I Hie ski LlificatiionFlines rP+present theh a � x rri to ryoundar y,l Ines between soil aria rock types Insau. the transition may ©p gradual. • BOring Started-. 1 01 / '0 • n itial 1/4AilL 35 _ =rwL: -- a Boring _ 10,23 200 TLogged II'°r1 � Ityvtater Checked - - __— -10/ Two Rivers Te sInc in — ,,rr LOGbFTESTBORE15 ( LOg2f5 )OF 5 ) Client: Dist &_Dirt :Excavating Project : Slurry Wall Design Site : Sec 4 Township 5 North Range 66 West Project Nai : 2006 . 201 0 Description (2) ni C F- ar fin ..L ei v 1 I �Lcol 1 1 3f Lro a e C ? _ OW II 0 113 635 CI) - ..y r rc r. Zvi 5 Y L JV II LECRSE5N5e-ar -emii 26 SANDY SILTY CLAY J .. ■_i_J. Y 1 1 1 ' q� -.1• r,� �M 1 I .� '1 I 1 r 27 - : u F I f tl a u I I • ' -'s •_J . A 1 1 U I I. I I . I d II I : :• . ` A A I I I :; ;L: : : : : II I. I 9 1 l t I 21(--3 .yl-:; r - ! q I. r" �•: •;• : A 1 1 I 1 1 I A 1 tl` y"r •II a A 1 I 1 1 F I r Ir. Yara ■ II I 1 I 1 1 • . • :•: M 1I 29 �� r" E I L 1• ° 1 SILTY SAND %MTH GRAVEL I ! F . , I► J' I.I I I A 1 1 I L r Y I I I I I I 1 n a. ti . •�y •�' I 1 I 1 32 il Al I J f f I 1 �.,ra} trr I 1 I a 1 33 tti I I 1 I I t My i 1 y"'�' •1dti- h 1 1 r I I I i 1 1 �.$•rr.y I A ,SILTY e • . r,5. •u' . I 1 1 ; i SANDY SIL Y CLAW 1 I I I . - f � ,I y. , reyrtly a I M I d J 5- 1 i III d • ` ' r r SILTY SAND & GRAVEL. E WITH COBBLE 36tr 1 1 t 1 I , I GROUND A �T E ,R. _• -ii �`` I ! i 1- 7 I a •• 1 1 I N 1 � JI tf I I 1 *7117 1 I I r • 40 v I I I i I I n .4 .; is. I ; 1 I I I L d I I I #�- ari p I I I 1 1 . I I A a I 1 I I I I I I 1 - N 1 I I I I I G iI I I 4 n I - al i I ■J I 1 1 1 II j45 'r M. 1 1 I i L I Y I � 1 V tc 460 11. I1 1 1 I _ I 1 + 1 I I I I :I P I 4r .v31,_ aj 'I I I I• ' �i 1 I 11 I 1 1 I I 1 G r +��i+ 4 I 1 j 1 1 1 I 1 ea I I 1 r i 1 1 M I 1 1 r I 49 .l� - 1 I I }. if I- I I 1 >t I I 1 I �' 1 I I 1 h 1 I 50 - p I I I I N ! 1 n w - fi`'' t. M I I I h I I I I 1 li ! I I I h 1 I I �y 1 .cam -iii. ,slit I 1 I A I 1 she Mralr'Icatior- Cries f- flresent fiJ-ie apprcigrrnate bounden? tires between soil and rock types. Insit► . Ile transition rriay be graduaL VVate ' ObservationsE3 cis jW/23!20064�'' 'I-: ' Irg Started_ _- giR . 1 D Boring Complete: 10/2:M200 Logged By TM = \ titer . 23/06 Two ref n•— —.ter.» ... .vlt—, - r-,.: . .rylamtl.., .. . _ ---- � ! I J Iif`I Ipp�rc � � TPa LOG TEST TB E - 15 :Lo of 5! - •- Client: (Dust & Dirt Excavating Project : Slurry Wall Design Site: See 4 Township 5 North Range 65 West Project No , ; 12006 -201 "es ci Description a i -� c E -O c+ d .,� r. n -E t _ �}�. ii [ 7 EL Q - . SILTY SAND & GRAVEL WITH ` 1 !31< - I • i i tl 1 • P . - e I , 1 I COBBLE - I I I d 1 52 IT - I N I -5: :AS' .I I 1 1 i•idat . ` ; N 1 t - - -7• ' 7n ti N d d N I --et • .vc- ! 1 N I' I ,may", ;' I, I 54 !ii I 1 s I .;'el S I ti J I I ig 56 - w I I .� I i. Neil a I I 1 I 4 I I I I I !� r 1 I i 0 -'y . s I 1 I I I ,� 4 i I j I I 1 N I I I 61 b 1 I I r I. I 62 a"M I I d j II I I I I b • ` . M I I .b I I n G r 1e g 1 I I " ;' tl N N 6 i N 1 i I sr ' B. I 1 I M i 1 I I! p y "p I I I I Ilet i 66 - - - a ' i iui�rry I j M II 4 e. I is I I ut 61 ft t 6 - • • 68 • a.' I F I x • ` I I I 1 4 t7.'1r - 1 R I I. t tlI 1 I " 1 I y 1 I I I p I I h I I' i M i ,a I I I a I r 71 KAI I r q i r a -, 1 I N a 1 q 4 I tl �, r tl I a , I I .fir I I 1 3111 I1 73 I + 11 I N I b q e � 1 I I TrT,' I I 1 I tl i I I I E` 1 I I b 1 3" _ i 1 I I j 1 ( u 0 it a `i - - r_osi 1 I - a I I • I a i I II P APS. t �. t `� tfIfiLio�i lines represent the arla�TltIdJn�ir lines btr' n Soil and Fe tQ , ;nit the tr " yl ± inn ^�� '�^ I . — Water Observations u{y�`r JAR.+ - - , .; _ --, inItiaI sl - r pi rr ��pn Started . 3 Jt �� oLF - T�uuy, � ,; --� coding Complete 1 231200 ' 35' • a 1Logged By- TM Water Liieff k , r us. ,..c Le a 0, 3/0 vo Rivers T estina ins . • I . ,� r, __ .� . r veld By : f i olir �� LOG OF TEST BORE15 4 of 5 ) .: Client : r Dust. .& Dirt Excavating Project: Slurry Wail Design n a' Sites pec 4 Township 5 North 65 West Rare a Project No. : 2005-201 � i I C- t ► C ,V �•pa- I CO 'i ti+ CO 11 ��3 yr I 1 'yam. 'eV 2 — ..® Etas ii LC Cr MI • • �.��, _ _ _ C,I0 1 ill sir i__• —� - tJ I — J .._ ,�^.a.'- ,- 1 ..+ . ^ . .,} � T. .;, • :--- - .-gin.,. ....as. - • . u .._ - _ - SILTY SAND & GRAVEL WrYF,I 76 4 I 1 ' as f I ..ice I C0EtBL ss, i h o I 1 il ty 7, IIf. -y n ... 1,_ me I i I I d I - t eine Dr I d I I i q I h is 1 u r ' J A I h Q � � 1 , a ! . I 311 itr 9:4 I �. ► I I 9 1 1 1 i_-.in ,— I I p 1 7 p I I,, ',`'v a� I d I 1 I I a Fh. s I r b s I I i - J it :. .. dj�± r II M iI 1 D i. ei,5 - Y Kit ; j q " 1 I i 1 I d I 1 r 1 ° - y 1 I I d I I �, ` I I It J 1 Y -'etieLIWI b M I 1 , a ;...creopee5 ' - IIlacp JO pr- see I 9 pp P u I E I w i I • r ' �'. i I i I t , I�a I I I Ili-l--• , 1 r M I I h I I i I I SILTY SAND WITH GGRAVEL �. reti'tetc‘tQ I- aFe go . .are se`s a 1 1 1 1 E • -gar, ,. I I I e r ■ . . t.L,J I-fYF I 1 ci ■ „.,..,-,,;,.......i., �i I I I I I I I `' ! I i m F Yi f rF •°'F ,.. FF I I 1.,,d.� », , L. I e. .%:::•;*" 1 I I I I p • � ri ■ .Y ,.CLAY i� d+i . F I I I ° SANDY SI1TY CLA, 7 nF• ., : ' - . .1 R r - F ■ 9 1 q 1 1 I 95 -- 7: 1 1 I 1 I ° SILTY SAND & GRAVEL ITI y vie i I I COBBLE 96 - to 1 I I r �_ ° 1 I i r e i _IviF�V I 1 I r I a %) I 1 ,Y ,? I I I I 1 97 F !,i ii a ,l I I a a_a ` I p rd_4 4 a r I_ssa �ri+i.7tii 4 , 1 I M I 1 F 99 �taait,t ti I i a 0 .lrira I 1 p I 3alti1 Q 4. 1 -awlqua 4M I II I I I I I 1 1 1 o 1 t Y � a�A I I 1 I r r i q al rya a r i a � I a I i r � 4aa�tii I al i m L 1i sw! jam■ e I I I tef- I - j mai --- s flimadjar- - I The siratiiic itn ulnas repres ' ni int pnroxiir late Iounciari lines between r_ o11 and roc types. Insitu, the "transition r av' be gracuPa'r — V� .; d'alier- Observations. - ; nia e r r- , jt.Q ing Started : 10/2. 1200 17y -WL: 35 BoringComplete_ 1O/23/2006 INTJ■■FFFFFF Two , 'rid.'{e r s la e U c i " g . 11 e�sm+��ri LOG OF TEST BORE - 1 ( Log 5 o ) Giant : dust & Dirt Excavating, Project : Slurry Wall Design 'Site : ` Sec 4 Township 5 North tinge 65 West Project No . : 2006 -201 we , 0 ii- Description oi - z I LL. C Cr, icu s In O - £ _ rya CLI x: ciaZ �' �: 0 tan ' C � a co Mli tp . — ' co — - - l a ... At � - -- -z �F. _. ri:'.1:TW R`31�4RR •oo.. ¢m YCc+c-lt ..,-V T T.a SILTY SAND GAVEL WITH • _ a 101 - r q' 11 I i I 1 1 i a .7 n i i I 1 d ii 102 , .b,'yMJ,S I ; ; 1 1 -Qtbu! uuut n I I i i a IR, 4 la cr I I I I a n �} WSW r 1 I I 1 1 a 103 _ a- _ I I 1 a a a : i I M a M a a, 1iaa ! 1 I + I I M Y 104 • -clan r9 4 .4 a a N P it L,y, re I i i 5 vi 4aqran gaisaasaL 105 ria 1 9 I. 1 I P 1 a h I - I h L -�I-,a74 I 1 I P I. 106 le6raYip I I ► 2 107 t 1-9•2641441d4 It t ‘ 4ilad' I I I �-yy a7ti,l_�+i I t , I L' -�a� la3 I C p 1 • ai ii !il �i t I 1 I � rpaaa ti I I' h I 'I i 4 1■l tii 1 I 1 I I i � 1 I I I i 1 ! 0 atel44.40 II 1 i I I 44 teM a I ia�i + G 1 I I a 1 I• i N 1 1 f R w r I I _ SILTSTONE WEATHERED - i i a w I BROWN ? ! 1-1 i 1 c I II • I I I I i I I _ J I ! I I j q d I t I r __ ' = 1 I I - o 1 1 r 1 d -- I M 1 I I 1 1 i � ILT5T 1 ! _ — " I E ■ a E' Y s ' 122 I I a I I 1 I ( f _fl 1 1 I I 1 1 1 h I I l @ I I l 7 I I . r I a I .r a 1 r Il 1 I I I I I. 1 1 1 al I 1 1 1 i I I . r 1 i f Y i 1 r~, � 1 1 01 '1 I I i 1 1 1 1 f 1 i p G 1 'r 1. 1 II ! N 1 ' I 1 t 41 P ! i ! 1 ;, 11 I I I I 1 44 r' 1 I i ta I 1 1 I 123 ; r I 1 1 I I I I I 1 I I I 1 I 1 I r M l J M 1 .1 ' ; I Y r 1 1 M 1 p II I M i I I 4 .. I i h I 1 r 1 f i k ' I 1 I 1 fl I I i i t 1 i I 1 , I 4 • I i 1 — � .�� ■+ems _�. - _ _.- _ a.. 1 I 1 he- stra't fica!!ion lines represent the sr^raxi<maie br rrd! n 1 iI,., ItJs between sof! arc' rock types tIsiau , tictrans ;ion may be graduar . - . ma\Nate( Observations Borer g Started - 10/23,1200E r Initial I'L_ 351T • R T . Boring Complete: 10/23/2006 • WL: 35 ' Loggee Sy: } M Water Checked . 1 10/23/06 Two Rivers Testing , Inc, Approved By, TMC �nl '. Y l I � 3 � � \ � - T � 1�. .I ! 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JK , . . i � i' , . , . . . . . . . . - i . . . . , . . �. � , �� . � . - - . , _ .. . . , . . _. ' . . � . . Client: Dust & Dirt Excavation Project Name : Slurry Wall Design Project No : 2006 -201 SUMMARY OF TEST RESULTS I Test Dry Swe I L � � � ° US Uses Penetration Depth Moisture Compressive ' Plasticity Bore (ft) ° Density Pressure Limit Passing ► SHTO ( Blows/ 12 . ) Strength ( psi) �'s, sf � fl . Index Q No . Iifitrn inches) - - - 1 49 11 1 51 119 r1 57 4 o E4 104 , 2 85 I 68 2 86 32 2 87 60 , 4 i 2 3 125 2 89 76 3 i 75 6 . 3 3 . 9 UN 3 87 I 687 3 88 224 4 38 16 . 7 3 . 2 it SP 4 85 86 122 60 I , �J is 88 . 5 I 31 - z 1 i I 3 . 5 0 . 9 145 SP I 4 . la 0 71 5 �I 1.11111.1 91 i 5 8388 Test ' � Swell Liquid '° 'a U G Penetration, Depth . Voisture Compressive Plasticity I Bore Density Pressure Limit i Passing AASHTO ( Blows/ 12 ( It ) (% ) Strength ( psfl , . Index (% ) pefi ( Ps° 5 85 I45 6 E 89 20 . 1 6 90 88 : _ _ , 6 92 89 5 93 63 , 7 77 63 7 78 18 . 16 86 9 CL 104 8 64 31 , 0 20 39 21 97 5 CL 7 p.,,,8 ' 80 I 1 ; Ej 41 5 81 94 a- - - I 82 i I 148 I 8 83 I 90 8 84 125 9 90 99 _ --- - I 9 91 75 I I 9 92 122 r 91 10 83 141 I 1 0 84 62 10 85 92 - - - 10 86 10 87 100 10 88 i 56 11 86 17 . 4 30 11 86 1 CL - -T r Test Dry Swell Liquid �,,� U OS Pone gyration l' Bore Depth MoistureDensity Compressive ; Pressure Limit Ply a i Passing HTO ( Blows/ 12 ftCife.) tren tl ( psif) ' index ( ;�a ) ( pot) cps ; ) (WI Ir . 200 Classification ication inches) 11 88 67 11 89 80 '11 90 1, 08 11 --rn.--------P � i 60 i 11 ' 92 140 L . 111 9 73 12 8 I 3 . 1 'i 0 . 6 GP 12 74 127 i 12 73 124 12 718 .1 ! it li I 91 13 67 I 104 1 113 8 8 I i 161 1. 13 89 i I 83 13 ge 92 ; 13 91 58 13 92 116 13 03 96 13 94 I 112 13 c_i 5 5 13 96 71 12 97 101 - 14 N/A 15 114 I 76 15 115 ' 122 15 -- 6 109 117 137 L Test Dry ` Swell Liquid ��'� Penetration Depth Moisturs Compressive Pl f it Bore R ,� Density Pressure Limit �, Passing AASHTO ( Bow*refs/ 1 No . Strength { pst fi. to , Index (TO ) No . 200 CFas ifcation inches ) 15 118 1 g T Y Hello