M-Tech QuickLog Cross/Fence

Software Overview The goal of our software is to help a user complete a task as fast as possible while maintaining high quality output and flexible formatting. Our software’s graphical user interface, simplified file system, and drawing tools make it more user-friendly and powerful than competing software. The following is a list of our products: QuickLog QuickLog greatly speeds and simplifies the process of creating boring log/well construction diagrams. Featuring a point and click graphical interface, it's intended for use by geologists or data entry staff members to create diagrams without the need for a CAD system. Hundreds of different formats can be created without programming or lengthy formatting. The Field Version add-on for QuickLog enables the user to collect boring log lithology and sampling data on a tablet PC, netbook, or ruggedized PC while still in the field – enter the data once and be done. It’s the same program – so, there is no learning curve, and it enables you to view logs on-site so that you can make drilling decisions in real time. QuickCross/Fence The QuickCross and QuickFence modules use data already entered in QuickLog to create 2-D cross sections and 3-D fence diagrams. Using the drawing tools, you can edit the drawings right on the preview screen. QuickGIS - QuickSoil QuickGIS enables you to organize the lithology data for a set of borings into a table of X, Y, Z coordinates so that it fits the formats needed for exporting to most 3-D modeling programs such as ArcView and EVS. QuickSoil produces a soil analysis table that shows soil sample test results for a set of parameters. Each sample is placed at its correct depth and shaded according to the value of each parameter tested. It makes it easy to see the areas of contamination throughout the different layers of soil. GW Assist – ChemGraph Groundwater Assist extracts pertinent groundwater data from raw lab data files and adds it to historical data in Excel tables or other types of databases. Thus, each time you sample, you avoid tedious data entry. ChemGraph is an Access database and report writer. It enables you to quickly produce groundwater tables, graphs, and maps. Los Angeles, CA www.mtechsoftware.com 310-822-3624 Quickog Features Create Log Format Quickly, Without Programming To create the header and footer, you choose the paper size and then "drag and drop" elements: You can completely customize the header and footer. Below are some samples: The body of the log is created "on the fly" by listing the column types to be shown from left to right. You can add, delete, or re-order these columns any time, even after you have entered data. Perhaps, you decide to add a lab test months after you have finished a set of logs -- inserting another column is no problem Other logging programs, on the other hand, require the format to be pre-programmed before data can be entered. The resulting columns on the log are shown below: Export Logs to Other Graphics Programs & CAD, if Necessary After you've completed your log, you can simply print it, or you can export it to one of the following graphic formats: DXF, BMP, WMF, EMF. Easy to Use File Format, Export to ASCII Text or AGS Data Formats Some borehole logging programs require you to save your data in a complex database/library system. With QuickLog however, you don't need a database programmer as each log is saved as a small ASCII text file (ending in ".BOR"). If you ever need to send it to a client or colleague, you just email the .BOR file. QuickLog also features database import/export via ASCII text and AGS data formats - so, it can be used with databases, if needed. Using QuickGIS, you can also export QuickLog data into other modeling programs such as EVS, GMS, and Arcview. QuickLog - Data Entry QuickLog's "point and click" interface makes data entry a breeze When you open a log, it is shown on the preview screen. Just click wherever you would like to add or edit data: A data entry editor then "pops up" pertaining to the area clicked. In the editor, you enter new data, make changes, and click "OK." The log is then updated on the screen. This simple interface makes the program easy to learn, and it makes it easy for those who do not use it regularly to "remember" how to use it when the time comes: To speed entering soil and rock descriptions, you may set-up lists of often used description phrases (ex. "SAND, Poorly Graded," "yellowish brown," "traces of silt," etc). Then, you simply click on these phrases to have them placed in the description text box, above. Also, you can use this method to standardize description entry so that your logs become more consistent. Drawing Tools QuickLog features a rich set of drawing tools that enable you to add lines, text, and objects using the mouse, directly on the preview screen. Need to add a special feature that is not pre-programmed in the software? You can do it quickly using the drawing tools. Create Custom Fill Patterns using any Paint Program The program includes 65 fill patterns. Each fill pattern is a BMP file which you can open and modify using any paint program. This format enables us (and you) to create a wider variety of fill patterns than a CAD program can offer (since CAD can only use vector fill patterns). Any BMP file can be used as a fill pattern -- you could even take digital photos of your soil samples and use them as fill patterns. Below is the dolomite .BMP file in a paint program: Grain Size Analysis – Lithology Log QuickLog offers the highly specialized grain size analysis (lithology log) graphic column. Below is an example featuring Grain Size Analysis, Porosity, Depositional Environment, Sedimentary Structures, Facies, and Oil Stain. QuickCross/Fence Features The data from QuickLog is easily imported into QuickCross and QuickFence. Below is the cross section data for 4 borings: Below is a cross section generated from the list above. Each geological layer is marked with its fill pattern abbreviation (ex. SM). In minutes, you have a basic cross section drawn perfectly to scale. Accomplishing this task in CAD would take hours. In addition to labeling the layers, you may choose to have them filled with a fill pattern inside the representation of the borehole: You also have the option of letting the program connect the geological layers using its artificial intelligence: Drawing Tools What really makes QuickCross/Fence outshine its competition are its drawing tools which enable you to manipulate the drawing right on the preview screen. Geological layers are often tricky and require a human touch to accurately recreate them. With QuickCross/Fence, you can quickly add layers, lenses, lines, text, and symbols. You can start by having the program connect the layers automatically, and then you can "clean them up," if needed. Other cross section programs generate a basic cross section then require you to import it into a CAD program to finish it. Not only does QuickCross/Fence save you from this extra step, but it has some important advantages over using CAD. First of all, QuickCross/Fence has tools specifically designed for creating cross sections more quickly. For example, it places nodes at each contact point between the geologic layers. To add a new layer, you simply connect nodes. You can add your own nodes to control how layers pinch out between borings, and you can use the lens tool. License Options Stand-Alone: The program is registered via the Internet to work on one computer only. Hardware Key: You are given a hardware key which plugs into the USB port. Multiple users from the same physical office may share the key. Network: Users share a license that is stored on M-Tech's Internet server -- therefore, no network setup is needed, just an Internet connection. When the program is run, the license server is checked to verify that one user is logged on per license purchased. All users must be in the same physical office. Pay-As-You-Go: You may install the software to as many computers as you like and have multiple users in any number of locations. You are billed via time used. When a user logs into the program, he or she enters a username, password, and other parameters such as "Job No." This way, usage can be tracked by project and re-billed to your clients. Pay-As-You-Go “flexes” according to your needs - one month you may need 10 users, the next, no users. You pay for just what you use. Your IT staff doesn’t need to worry about how many “seats” you need each year, and your users no longer wait for licenses to become available, track hardware keys, or hand off logs/cross-sections to busy CAD operators. Pricing Std-Alone HW Key Network Pay-As-You-Go QuickLog $850 $1450 $1700 contact us QuickLog Field Add-On $600 $600 $600 contact us QuickCross/Fence $950 $1550 $1900 contact us QuickSoil – QuickGIS $550 $950 $1100 contact us GW Assist – ChemGraph $1000 $1500 $1500 $25/project Getting Started Just download the demo at mtechsoftware.com and follow the brief tutorial to create your first log template - feel free to contact us if you need any help. You can be sure that QuickLog meets your needs before you spend any money. Then, contact us about license options – you may be up and running in a couple hours and complete your first project for $50 or less. Product Comparison GeoGraphics vs. Gint, WinLog, LogPlot, Etc. QuickLog is much easier to setup and use. You will save time when making template changes, training new users, and every time you create logs. QuickCross/Fence offers a set of drawing tools and a macro language that enable you to create cross sections and fence diagrams more quickly and at a higher quality than the competition. Contact us about a competitive upgrade. You may be able to switch at no cost - we just want to take over the annual contract GeoGraphics vs. Excel GeoGraphics offers soil description "pick-lists," auto-scaling, and geologic fill patterns which save time and convey a much more professional look than Excel can offer. Testimonials "Our committee analyzed the major borehole logging programs and chose QuickLog - QuickCross because of its ease of use and the high quality logs and cross sections it could produce." Jack Murosko, ENSR "At another company, we used Gint -- Gint is so complicated that we needed a costly Gint-trained specialist dedicated to using it. If everyone can't use the software, it's not worth it" Martin Wills, Western Resource Management "We were able to get the same presentation we had with AutoCAD in much less time" Michael Li, Parsons Engineering Science Samples Sample logs, cross sections, and fence diagrams are shown on the pages that follow. The fill patterns, when printed, are better quality than those shown here due to the conversion to PDF format. 05-06-2014 C:\\Users\\\\Marc\\\\Documents\\\\M-Tech\\\\samples\\\\Tb1t.borLos Angeles, CAProject # 14455Site InvestigationCentral Industrial CenterCovon CorporationLOG OF BORING TB1(Page 1 of 1)Date Started : 2/14/98Date Completed : 2/15/98Hole Diameter : 6 5/8 in.Drilling Method : H.S.A.Sampling Method : Split SpoonCompany Rep. : C. BillbachNorthing Coord. : N 5002.45Easting Coord. : E 4847.81Survey By : E. WestonLogged By : D. JenikeDepth in Feet012345678910111213141516171819202122232425262728293031323334353637383940Surf.Elev.456.6456455454453452451450449448447446445444443442441440439438437436435434433432431430429428427426425424423422421420419418417USCSSMGWMLSWMLLSGRAPHICDESCRIPTIONSILTY SAND, brown silty sand, no odor very fine, some gray, moistGRAVEL, Well Gradedcobbles at 10 feetSILT, brown, no odor, traces ofsand and claySAND, drySILT, brown, no odorLIMESTONE, bedrockSample No.Blow Count101214161515171620212222262728303535363838404545% Finer#200Sieve65404075153050%Rec-overy98985545Elev.: 458.9Well: MW1-36GroutSealSand PackSurfaceCasingScreenSAMPLE DATALOG OF BORING TB2(Page 1 of 1)BORING CONSTRUCTIONDate Completed : 2/14/98Hole Diameter : 6 5/8 in.Drilling Method : H.S.A.Sampling Method : CA Mod. SamplerCompany Rep. : C. WestonBoring log 0 to 15 feet based on observations from drill cuttings. Soil sample 6 collected from 20 to 24 feet for VOC laboratory analysis. Groundwater and additional soil collected for biotreatability study.WELL CONSTRUCTIONDate Completed : 2/20/93Hole Diameter : 5 5/8 in.Drilling Method : HSACompany Rep. : D. SimonWELL CASINGMaterial : PVCDiameter : 4 in.Joints : threadedDepthinFeet 05101520253035404550Cement Bond Log2 2.5 3Conductivity400 500 600Temperature9 10 11 12Samples1234567891011Blow CountGraph10 50Elev.: 463.3Well2: MW2-25Well1: MW2-47GroutSealSand PackSealFilter PackCentCentCentSurfaceCasingCoverScreen.1 in. slotScreenGRAPHICDESCRIPTIONSILTY SAND, brown2.5CLAY6GRAVEL, Well Graded some sand11CLAYEY SAND15GRAVEL, Well Graded, some silt20SILT, grey to brown28SAND, Well Graded, some silt, slight odor35SILT, brown, strong odor45LIMESTONE, bedrockEnd of Boring at 47 FeetLOG OF BORING TB3(Page 1 of 1)Date Completed : 2/14/98Hole Diameter : 6 5/8 in.Drilling Method : H.S.A.Sampling Method : CA Mod. SamplerCompany Rep. : C. WestonSurface Elev. : 463.4WATER LEVEL READINGSDate and Depth 1 : Date and Depth 2 : Date and Depth 3 : Date and Depth 4 : Date and Depth 5 : Los Angeles, CAProject # 14455Site InvestigationCentral Industrial CenterCovon CorporationDepthinFeet 0510152025303540SIEVEANALYSISCUTTINGSFine%Med.%Coarse%10 40 5015 45 4025 20 5535 35 3020 50 3025 50 2520 60 20SIEVEANALYSISCUTTINGS% Fine% Med.% Coarse20 40 60 80 FormationMorrisonSummervilleCurtisDESCRIPTIONSILT, fine, traces of silty fine sand, some coarse sand, roots and other organic matter presentCLAY, brown, stiff, no odor, slight traces of gravel and sandGRAVEL, Well Graded, some sand and clay, cobbles, slight product odorslightly silty at 16 feetSILT, brown, slight odor, some sandSAND, Well Graded, dampSILT, fine, no odorLIMESTONE, bedrockUSCSSMCLGWMLSWMLLSGRAPHICBlow CountGraph0 20 40 60 80DepthinFeet 0510152025303540Samples123456789% Finer#200Sieve0 50100Well ConstructionInformationWELL CONSTRUCTIONDate Completed : 2/27/93Hole Diameter : 5 5/8 in.Drill. Method : HSACompany Rep. : D. SimonWELL CASINGMaterial : PVCDiameter : 4 in.Joints : threadedWELL SCREENMaterial : PVCDiameter : 2 in.Joints : threadedOpening : .010 slotSAND PACK : #5 quartzANNULUS SEAL : bentonite pellets: and slurryWELL SCREENMaterial : steelDiameter : 6 in.Cap : Los Angeles, CAProject # 14455Site InvestigationCentral Industrial CenterCovon CorporationLOG OF BORING TB4(Page 1 of 1)Date Completed : 2/14/98Hole Diameter : 6 5/8 in.Drilling Method : H.S.A.Sampling Method : CA Mod. SamplerCompany Rep. : C. WestonDepthinFeet 0510152025303540TCE (ug/kg)DCE (ug/kg)DCA (ug/kg)Benzene (ug/kg)0 50 100 DESCRIPTIONSample PortionUnrecoveredSent to LabSILT, grey, fineGRAVEL, Well Graded, some sand and siltSAND, Poorly GradedSILT, brown-grey, dampLIMESTONE, bedrockUSCSSMGWSPMLLSGRAPHICSampleLab No.PS-1445PS-1446PS-1447PS-1448PS-1449Water LevelsREMARKSStatic Water Level at 23.6 feet from top of casingLos Angeles, CAProject # 14455Site InvestigationCentral Industrial CenterCovon CorporationLOG OF BORING TGR1(Page 1 of 1)Date Started : Date Completed : Hole Diameter : Drilling Method : Sampling Method : Company Rep. : Northing Coord. : Easting Coord. : Survey By : Logged By : CORE DEPTH 510051055110511551205125513051355140Depositional Env.BASINDISTALFANPROXIMAL FANDISTAL FANFACIES1715161516124OIL STAINNCOLORLtBRDkGRLtBRDkGRtoDkBRLtBRGRAIN SIZE &LITHOLOGYSHCoalSiltVfgFgMgSEDIMENTARYSTRUCTURESPFFANHPOROSITYF IC CP PV CtoNF PVto C ICGCOMMENTS5100-5111 - Interbeds of light brown to brown colitic packstone to grainstone; and light grey to light brown, sparsely skeletal and oolitic mustone and dolomudstone5111-5123 - Brown, dark brown, and dark gray oolitic, peloidal, pisolitic, intraclastic and composite-grain packstone and grainstone. Soft sediment slumping and deformation is common and may indicate over-steepening of depositional surfaces.Depth (ft) 05101520SampleSoil TypeCLMLCLCLCLWater LevelDESCRIPTIONDARK BROWN SILTY CLAY Medium stiff, moistOLIVE BROWN SANDY CLAY Medium stiff, moistOLIVE BROWN SILTY CLAY with gravel Stiff, moistLIGHT BROWN GRAVELLY CLAY Very stiff, saturatedBROWN SANDSTONE BEDROCK, HardDry Density (pct)7688Moisture Ct. (%)2326Blow CountLaboratory TestsLOG OF BORING:Project No.Elevation:Date:Project Name:Drilling Equipment:Boring Diameter:Drive Wt. and Drop:Approved:Figure31848.0217 ft.*03-11-03Harrison4 inch diameter portable4"70 lb, 30 inch drop41015 East 10th StreetAlgeron, WAFill 05101520CLMLCLCLCLLAYER 1LAYER 2LAYER 3LAYER 4LAYER 59011825.917.8LOG OF BORING:Project No. Project Name:41848.02 HarrisonFillColorado Dept. of Natural ResourcesGrand Junction, COSite Investigation5500-00900LOG OF BORING 711(Page 1 of 2)Date Started : 2/14/98Date Finished : 2/20/98Boring Location : 76100.378 N: 661899.387 ESurface Elevation : 7040.0Logged By : Checked By : DepthinFeet 0102030405060708090100110Gamma0 50 100Resist-ivity0 50 100 GRAPHICDESCRIPTIONBrown Clayey SiltClayGravel, Well GradedSand, Poorly GradedGray mudstone, shale and siltstone alternations with minor beds of finegrained silty sandstone and coal, oil stainingDark gray to black Carbonaceous shale and mudstone alternations with coalFormationSilts & ClaysUpper AquiferAlluviumCretaciousElev.: 7040Well: TW1OpenGroutSealPackerCentralizerSurfaceCasingREMARKSColorado Dept. of Natural ResourcesGrand Junction, COSite Investigation5500-00900LOG OF BORING 711(Page 2 of 2)Date Started : 2/14/98Date Finished : 2/20/98Boring Location : 76100.378 N: 661899.387 ESurface Elevation : 7040.0Logged By : Checked By : DepthinFeet 110120130140150160170180190200210220Gamma0 50 100Resist-ivity0 50 100 GRAPHICDESCRIPTIONLight gray, fine grained sandstone with thin intercalations fo shale, oil stainingLight gray shale, mudstone and siltstone alternations, some coalLight gray to white, medium to coarse grained sandstone, minor intercalations of shale and mudstoneDark gray to black shale and coalFormationCretaciousElev.: 7040Well: TW1SealSealSand PackCentralizerCentralizerScreenPilot HoleREMARKSStatic Water Level at 154.3' Below Ground SurfaceSubmersible Pump Intake at 190.5' Below Ground SurfaceFigure 1 GEOLOGIC CROSS SECTION Section East-West Upgradient Wells LEGEND SILTY SANDCLAYCLAYEY SANDGRAVEL, Well GradedSAND, Well GradedSILTLIMESTONE10-01-2001 c:\\\\program files\\\\mtech2001\\\\acegeo\\\\Crossn.croEast West470 470460 460450 450440 440430 430420 420410 4100 100 200 300 400 500 ELEVATION (Feet) DISTANCE (Feet) Los Angeles, CA Project # 14455 Site Investigation Central Industrial Center Covon Corporation MW1-36 SMGWSWMLLS MW2-47 SMCLGWSCGWMLSWMLLS MW3-38 SMCLGWMLSWMLLS MW4-37 SMGWSPMLLSNOTESSaturation Zone nd/0.7HAYDEN ENVIRONMENTAL, INC Environmental Consulting Services FIGURE 7GEOLOGIC CROSS SECTION Section B-B' LEGEND CLAYSILTSilty CLAY/Clayey SILTPoorly-Graded SAND SAND (Saturated)Clayey GRAVELWell-Graded GRAVEL 04-17-2002 C:\\\\logs\\B B'2520 015 510 105 150 20-5 25-10 30-15 35-20 40-25 450 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 ELEVATION (Feet) DISTANCE (Feet) xxxxx xxxx Site #900xx Project No. 200xxx-xx xxxxx, CaliforniaCOMMERCIAL PROPERTYCPT-25 SMCLCL/MLMLCL/MLMLCL/MLMLML/CLMLSMMLSMMLCL/MLSP/SCCL/MLMLCL/MLCLCL/MLSCMW-4 CLCL/SCMLSC GP3 SCCL CLCLSP GP4 SCCLSP GP5 SCSM CLSP GP6 SCCLSM GP10 SCSMSCSMMLSP MW-1B GWSCGCSCSMSPGWSPMLCL/SCSMCL/MLSC/SMSPCL/SC MW-1A GP9 SCCL/MLSMSWSCSPCL/SCMW-2 SC/SMML/CLSPGW/GCCLSM0.01/1.9 nd/300 nd/nd nd/3.3 nd/52 nd/nd nd/1.1 1.8/2,500 nd/0.8 0.009/2.9nd/0.9 2.8/ 2,500 nd/5.0 nd/nd nd/nd nd/nd 1.1/340 48/10,000 0.059/nd 0.01/nd 0.015/8.5 0.005/nd nd/nd nd/nd nd/nd nd/nd nd/nd nd/nd nd/nd nd/nd nd/nd nd/nd nd/nd 0.006/nd DEPT H ( F e e t ) BuildingA-A'East De La Guerra Street SUBJECT SITE 11/3,200 64/14,000 0.1/57 Former Fuel UST AreaCLSMSouth NorthSP(Saturated)123 xxx xxx StreetSilty SANDBenzene/TPH(C4-C12) Concentrations2.5/2,400 in Soil (parts per million)nd Not DetectedInferred Extent of Soil Plume(Benzene=0.1 ppm/TPH=100 ppm)Static Groundwater LevelClayey SAND0.17/200 18/7,800JC#1JC#4GEOLOGIC CROSS SECTION Section West-East Water Table Elevations ForLEGEND AlluviumWeathered BedrockBedrock10-11-2001 West East5430 54305425 54255420 54205415 54155410 54105405 54055400 54005395 53955390 53905385 53855380 53805375 53755370 53700 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 DISTANCE (Feet) HCA-B1 BMW-4B BMW-2B CT98-2A ALALALALWBWBWBBRBRHCCCT-04CT-035413.65412.865417.95414.235413.825418.4A A'A - A'6/23/00ALWBBRBy: NJM Date: October, 2001HCC = Hydraulic Control Channel5415.2 Figure 3C GEOLOGIC CROSS SECTION Section North-South From SB-20 to SB-30 LEGEND GW: Well Graded GravelGM: Silty GravelSW: Well Sorted SandSM: Silty Sand with GravelMLG: Silt with Gravel and/or SandML: SiltCL: ClayAR: Concrete and/or Brick10-30-2001 North South320 320315 315310 310305 305300 300295 295290 2900 20 40 60 80 100 120 140 160 ELEVATION (feet) DISTANCE (feet) Job No. 10xx.xxxxxxxx, New York Phase III Supplemental Investigation xxxx, Former xxx Site xxxxxx Power CorporationSB-20 ARGMMLGGMSWMLSB-21 ARGWMLGGMGWSWMLGPTMLSB-22 GWARSMGWSWGWMLGCLSB-24 GWMLGCLSMARSMARCLSB-23 GWMLGARSMARSMMLGCLSB-25 GWGWARARCLARARGCARGWMLCLSB-26 GWSMMLGSMARSMARSPARSMMLSB-27 GWSMMLGSMSB-28 MLGSMMLGARSMSB-29 SMARSB-30 GPARGWARMLSPMLGMLML/CLML/CLSPSP/SMMLGSMMLGARGMGMMLGSWARARMLGNorth TankSouth Tank HolderHolderFigure 3Geologic Fence DiagramFacing Southline 3line 4LEGENDSILTY SANDGRAVEL, Well GradedCLAYSANDY CLAYSAND, Poorly GradedSILTSAND, Well GradedLIMESTONE0 100 200 300 400 500DISTANCE (Feet)0100200300Los Angeles, CAProject # 14455Site InvestigationCentral Industrial CenterCovon CorporationMW5-38460455450445440435430425420415410ELEVATION (Feet)MW6-39MW7-33MW8-34MW1-36MW2-47MW3-38 MW4-37460455450445440435430425420415410 web site PDF.pdf Software Overview QuickLog QuickCross/Fence QuickGIS - QuickSoil Pricing Std-Alone HW Key Network Pay-As-You-Go QuickLog $850 $1450 $1700 $10/hour?QuickCross/Fence $950 $15 Cost Analysis Create Log Format Quickly, Without Programming Export Logs to Other Graphics Programs & CAD, if Necessary?? QuickLog - Data Entry QuickCross/Fence Features