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Technology & Design · course plan
⚠ Pending professional review

This course plan, its lessons and its assessments has not yet been verified by an industry-certified professional or by a certification or approval body. It is a study draft and may contain errors. Do not use it as instructions for work on a job site or on live equipment. Always follow your instructor, your supervising professional, and current official references and regulations.

VoTechWorks program approval and accreditation are still in progress. Credentials are issued only by the certifying bodies named in each program, after their own exams.

GIS / Surveying / Drone Operations

11 courses · 1,800 clock hours · 9–12 mo full-time. Grading is competency-based: each course requires the written exam, a competent skills demonstration with zero safety faults, a signed log, and a passed safety audit; percentage weights only rank performance above the competency floor.

$17,790 COMPLIMENTARYprogram tuition
11courses
103lessons
1,800hours
39assessments
Development progressPlanCourses, lessons and assessments written for this tradeLessons103 of 103 lesson pages writtenPractice821 practice questionsResources117 reference entries (study list)Review0 lesson pages reviewed by a licensed professional
Study now: 103 lesson pages are open (lesson titles below are links).
TEC-GIS45-01 Universal core

Universal Core: Safety, Math, Communication & Career for GIS/Surveying/Drone Operations

148 hr · $1,185 COMPLIMENTARY

This foundational course equips learners with the safety knowledge, trade mathematics, technical literacy, and professional skills required across all subsequent GIS, surveying, and drone coursework. Students complete OSHA 10-Hour Construction Safety training and hands-on first aid/CPR certification, then build the measurement, geometry, and trigonometry fluency that underlies every field operation in the program. Career readiness modules prepare graduates to enter the workforce as professional survey technicians and remote pilots.

Outcomes
Course text

This foundational course equips learners with the safety knowledge, trade mathematics, technical literacy, and professional skills required across all subsequent GIS, surveying, and drone coursework. Students complete OSHA 10-Hour Construction Safety training and hands-on first aid/CPR certification, then build the measurement, geometry, and trigonometry fluency that underlies every field operation in the program. Career readiness modules prepare graduates to enter the workforce as professional survey technicians and remote pilots.

How the course runs. 7 blocks: Hazard Recognition and OSHA 10 for Survey and Drone Field Sites; First Aid, CPR, and AED for Field Crews; Trade Math I: Units, Measurement, and Coordinate Systems; Trade Math II: Geometry, Trigonometry, and Area/Volume; Technical Reading: Standards, Manuals, and Regulatory Documents; Digital Productivity Tools for GIS and Survey Professionals; Career Readiness: Job Search, Portfolio, and Professional Identity.

What competent looks like. Pass the OSHA 10-Hour Construction Industry outreach program and demonstrate correct application of hazard-recognition and PPE selection for field surveying and drone operations sites. Perform American Red Cross or equivalent first aid and CPR/AED procedures to certification standard. Solve field-relevant math problems involving unit conversion, angular measurement (degrees/minutes/seconds and decimal degrees), area and volume calculation, and basic trigonometry (SOH-CAH-TOA, law of sines/cosines) to 90% accuracy. Read and extract information accurately from survey plats, equipment manuals, FAA advisory circulars, and NSPS reference documents. Use standard digital productivity tools—cloud file management, spreadsheet data entry, and professional email—to organize and communicate field data. Construct a career portfolio including a professional resume, cover letter, and a 90-day employment readiness plan aligned to CST, FAA Part 107, and GIS technician job postings.

Lessons · 7 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Hazard Recognition and OSHA 10 for Survey and Drone Field Sites30theoryStudents complete the OSHA 10-Hour Construction Industry outreach curriculum and correctly identify and control the top field hazards specific to surveying and drone operations, including struck-by, electrical, heat/cold stress, traffic, and rotating-blade hazards.
  1. Work through all ten OSHA 10-Hour Construction modules using the authorized trainer curriculum; complete every knowledge check to qualify for the OSHA 10 card.
  2. Participate in a hands-on PPE station drill: students select, don, and inspect hard hat, high-visibility vest, safety glasses, gloves, and steel-toed boots for a simulated roadway survey scenario and a drone launch scenario, recording deficiencies on a job-hazard-analysis (JHA) form.
  3. In small groups, evaluate three photographic field scenarios (roadway right-of-way crew, drone flight near power lines, and boat-based hydrographic survey) and complete a written JHA for each, citing the applicable OSHA general-duty clause concepts and hierarchy of controls.
OSHA 10-Hour Construction Industry trainer kit; OSHA Publication 3151 (PPE); high-visibility vests, hard hats, safety glasses, gloves, steel-toed boots (class set); JHA blank forms; laminated field scenario photos; OSHA.gov reference handoutsStudents must score 70% or higher on every OSHA 10 module quiz to qualify for the OSHA 10 completion card; JHA group submissions evaluated with a rubric requiring correct identification of all photographed hazards (instructor marks each hazard as found/missed); both components must be passing to advance.
2First Aid, CPR, and AED for Field Crews16labStudents demonstrate adult CPR with AED operation and the management of field-relevant medical emergencies—heat stroke, hypothermia, severe bleeding, and suspected spinal injury—to American Red Cross or equivalent certification standard.
  1. Complete a certified first-aid/CPR/AED course delivered by a licensed instructor (American Red Cross, American Heart Association, or equivalent); practice two-rescuer CPR cycles on manikins until compression rate and depth meet certification criteria.
  2. Role-play three field scenarios in pairs: (1) a crew member collapses from heat stroke at a summer road survey, (2) a drone pilot suffers a laceration from a propeller, and (3) a total-station operator falls from a retaining wall; each student plays both victim and rescuer and documents the emergency action steps taken.
  3. Practice the 'Stop the Bleed' tourniquet and wound-packing technique on task trainers, then complete a written scenario-response card identifying when to call 911, when to move a patient, and the universal precautions required.
CPR manikins (adult) with face shields; AED trainer units; first-aid kit (standard 50-person workplace kit); tourniquet trainers; wound-packing task trainers; American Red Cross First Aid/CPR/AED participant manual; nitrile gloves; scenario script cardsStudents must pass the certifying body's skills evaluation and written exam to receive a valid first-aid/CPR/AED card; practical skills evaluated by the licensed instructor against published criteria (correct compression depth, rate, and AED steps); no partial credit—skills stations must be fully correct on final attempt.
3Trade Math I: Units, Measurement, and Coordinate Systems22theoryStudents convert between US customary and metric units, convert angles between degrees-minutes-seconds (DMS) and decimal degrees (DD), and perform precise linear measurement calculations to support surveying, GIS, and drone data collection.
  1. Complete a 25-problem unit-conversion drill (feet to meters, acres to square meters, chains to feet) using only pencil, a scientific calculator, and a unit-conversion reference sheet—then self-grade against the answer key and record error patterns in a math journal.
  2. Use a scientific calculator to convert 20 angles from DMS to DD and back, verifying each answer by entering the result into the QGIS coordinate input dialog on a classroom PC; discuss why decimal-degree format is required for most GIS inputs.
  3. Measure a classroom or hallway using a 100-ft steel tape following standard field-measurement protocol (tension, plumb bob, full station marks); record measurements in a field book in standard columnar format and compute the total length with error closure.
Scientific calculators (class set, e.g., Casio fx-300ES or equivalent); 100-ft steel tape measures; plumb bobs; field books; unit-conversion reference card; QGIS installed on classroom PCs; NSPS CST Study Guide (relevant chapters)20-problem written quiz on unit conversion and DMS/DD conversion; passing score 80%; field measurement recorded in proper field-book format with closure error ≤ 0.05 ft over the measured distance, evaluated by instructor checklist.
4Trade Math II: Geometry, Trigonometry, and Area/Volume24theoryStudents apply plane geometry and right-triangle trigonometry (including law of sines and law of cosines) to solve bearing, traverse, area, and earthwork volume problems representative of surveying field computations.
  1. Solve a 15-problem set covering interior angles of traverses, bearing-to-azimuth conversion, and closure of a four-sided polygon traverse using the coordinate method; show all work in the field book and verify the answer by plotting the traverse at scale on graph paper.
  2. Use SOH-CAH-TOA and the law of sines/cosines to compute unknown distances and angles in six surveying diagrams (e.g., inaccessible baseline across a pond, slope correction for taped distance on a 5% grade); pair-check answers and explain any discrepancy exceeding 0.01 ft.
  3. Calculate earthwork cut/fill volumes for a simple grading plan using the average-end-area method; enter measurements into a spreadsheet template, verify the formula output manually, and present the result in a memo formatted to professional standards.
Scientific calculators; graph paper; pencils/straight edges; field books; spreadsheet application (Microsoft Excel or LibreOffice Calc); printed traverse and grading diagrams; NSPS CST Study Guide (traverse and computation chapters)25-problem written exam covering geometry, trig, traverse closure, and volume; passing score 80%; all intermediate work shown in field book; spreadsheet memo reviewed for correct formula use and professional formatting.
5Technical Reading: Standards, Manuals, and Regulatory Documents18theoryStudents accurately extract procedural, regulatory, and specification information from survey plats, equipment manuals, FAA advisory circulars, and NSPS/ALTA standards documents, then answer comprehension questions at 80% accuracy.
  1. Read a sample ALTA/NSPS Land Title Survey plat and an accompanying Table A requirements checklist; annotate the plat to identify the legend, bearing reference, boundary calls, easements, and certification block, then answer ten structured comprehension questions.
  2. Work through excerpts from an FAA advisory circular on drone operations and a total-station user manual; identify safety warnings, required maintenance intervals, and operational limitations, then complete a structured reading guide comparing how each document signals critical information.
  3. In a timed 30-minute activity, locate the answer to five realistic field questions (e.g., 'What is the maximum allowable altitude for a Part 107 flight over a moving vehicle?') using only the provided reference documents—no internet—simulating exam and field reference conditions.
Sample ALTA/NSPS plat (instructor-prepared or public record); ALTA/NSPS Land Title Survey standards (current edition); FAA advisory circular excerpts relevant to Part 107; total-station operator manual excerpts; NSPS CST Study Guide; annotation worksheetsPlat annotation checked against instructor key (all seven required elements identified = pass); reading guide graded with rubric (80% of items correctly answered); timed reference exercise graded pass/fail (4 of 5 questions answered correctly from the document source).
6Digital Productivity Tools for GIS and Survey Professionals18labStudents organize field data using cloud storage and file-naming conventions, perform data entry and basic computation in a spreadsheet, and compose professional technical emails and reports using industry-standard formatting.
  1. Set up a cloud folder hierarchy following a provided naming convention (project/date/data-type), import a CSV of simulated field point data into a spreadsheet, clean formatting errors, compute summary statistics (min, max, mean elevation), and create a simple XY scatter chart of the points.
  2. Draft a professional email to a hypothetical client explaining a schedule delay due to weather and attaching a revised project timeline; peer-review for tone, clarity, absence of jargon, and correct grammar using a provided rubric, then revise and resubmit.
  3. Complete a short field-report template documenting a simulated site visit: project name, date, weather, personnel, equipment used, observations, and next steps; format the report to match a sample employer standard, export as a PDF, and upload to the class cloud folder.
Classroom PCs with Microsoft 365 or Google Workspace; cloud storage (OneDrive or Google Drive); sample CSV point-data file; email rubric; field-report template; sample employer field report for formatting referenceSpreadsheet graded against key for correct data cleaning, formula use, and chart labeling (80% correct); email and field report each evaluated with provided rubric—must score 'meets standard' on all four rubric categories (tone, accuracy, format, completeness) to pass.
7Career Readiness: Job Search, Portfolio, and Professional Identity20theoryStudents produce a complete career portfolio—professional resume, cover letter, and 90-day employment readiness plan—targeted to entry-level GIS technician, survey technician, or remote-pilot positions, and practice professional communication in a mock interview.
  1. Research three real, current job postings for GIS technician, CST-level survey technician, and drone data collector positions; identify the required credentials (FAA Part 107, CST Level 1, ArcGIS certification) and skills listed in each, then map the program's coursework to those requirements in a one-page alignment table.
  2. Draft and revise a chronological resume and a targeted cover letter for one chosen posting, incorporating feedback from a peer review using the provided rubric; finalize both documents and upload to the career portfolio folder.
  3. Participate in a 10-minute mock job interview conducted by the instructor or an industry guest, responding to questions about safety practices, technical skills, and professional scenarios; receive scored feedback on content accuracy, professional language, and composure, then write a one-page self-reflection identifying two areas for improvement.
Printed job postings (3 per student, instructor-curated current listings); resume and cover-letter template and rubric; career portfolio folder (digital); mock-interview scoring rubric; NSPS 'Careers in Surveying' reference; FAA Part 107 and Esri certification overview fact sheetsResume and cover letter must score 'meets standard' on all rubric categories; alignment table must correctly map at least 8 of 10 identified job requirements to specific program courses; mock interview must receive a score of 70% or higher on the scoring rubric; portfolio folder must contain all required documents, correctly named and organized.
Assessments
AssessmentTypeWeightPass standardMethod & rubric
OSHA and Safety Knowledge ExamWritten exam25%70% correct on all OSHA 10 module quizzes (required for OSHA card); 80% correct on program-administered 40-question safety examA 40-question multiple-choice exam administered by the program covers hazard recognition, PPE selection, hierarchy of controls, lockout/tagout concepts, electrical safety, struck-by prevention, and heat/cold stress management as applied to survey, GIS, and drone field sites. Students must also have successfully completed all OSHA 10 module quizzes to the standard required for OSHA card issuance.
Accuracy · Safety · Communication · Professionalism
Trade Math Proficiency ExamWritten exam25%80% correct (40 of 50 problems); partial credit given only where work is shown and the error is a single arithmetic mistake, not a conceptual errorA 50-problem closed-book exam using only a scientific calculator and a provided unit-conversion reference card covers unit conversion, DMS/DD angle conversion, bearing and azimuth, right-triangle trigonometry, law of sines/cosines, traverse closure, area computation, and average-end-area volume. Problems are drawn from the NSPS CST Level 1 mathematics content areas to provide early credential alignment.
Accuracy · Safety · Communication · Professionalism
Digital Field Report ProjectProject25%Must score 'meets standard' on all four rubric categories: data accuracy, document organization, professional formatting, and written clarity; any 'does not meet' category requires a single revision within one weekStudents compile a complete digital project package for a simulated site: a cloud folder with correct naming convention, a cleaned spreadsheet with computed summary statistics and an XY chart, a professional field report formatted to employer standard, and a cover email to a hypothetical client—all exported as PDFs and submitted via the class cloud folder.
Accuracy · Safety · Communication · Professionalism
Career Readiness Oral DefenseOral / panel25%70% or higher on the mock-interview scoring rubric; all portfolio documents present and scored 'meets standard'; self-reflection must identify two specific, actionable improvement areasIn a 15-minute session, the student presents their career portfolio to the instructor (and an industry guest when available), answers interview questions about safety practices, credential pathways, and technical competencies covered in the course, then discusses their 90-day employment readiness plan. The session is scored on content accuracy, professional communication, and portfolio completeness.
Accuracy · Safety · Communication · Professionalism
TEC-GIS45-02 Trade course

QGIS and ArcGIS Pro for Surveying and Geospatial Analysis

146 hr · $1,750 COMPLIMENTARY

Students learn to acquire, manage, analyze, and present geospatial data using both QGIS (open-source) and Esri ArcGIS Pro, with emphasis on workflows directly applicable to land surveying, drone-collected data, and field data integration. Lessons build from GIS fundamentals through coordinate systems, spatial analysis, and map production, preparing students for the Esri ArcGIS Pro certification and supporting skills assessed in the NSPS CST examinations. All work follows professional cartographic and data-management standards used in the geospatial industry.

Outcomes
Course text

Students learn to acquire, manage, analyze, and present geospatial data using both QGIS (open-source) and Esri ArcGIS Pro, with emphasis on workflows directly applicable to land surveying, drone-collected data, and field data integration. Lessons build from GIS fundamentals through coordinate systems, spatial analysis, and map production, preparing students for the Esri ArcGIS Pro certification and supporting skills assessed in the NSPS CST examinations. All work follows professional cartographic and data-management standards used in the geospatial industry.

How the course runs. 12 blocks: GIS Concepts, Software Environment, and Workplace Safety for Geospatial Professionals; Coordinate Reference Systems, Datums, and Projections; File Management, Geodatabases, and Data Organization; Importing and Managing Survey Field Data; Raster Data: DEMs, Orthomosaics, and Terrain Analysis; Vector Editing, Attribute Tables, and Field Calculator; Spatial Analysis: Overlay, Buffer, Clip, and Merge; Table Joins, Relates, and Querying Attribute Data; Symbolization, Classification, and Layer Styling; Map Layout Production and Print-Ready Cartography; Sharing, Exporting, and ArcGIS Online Integration; Integrated GIS Project: Boundary Survey Data Package.

What competent looks like. Set up and manage geodatabases and file structures in both QGIS and ArcGIS Pro, applying correct coordinate reference systems for surveying projects. Import, edit, and QA/QC vector and raster datasets—including survey control points, boundary parcels, and drone-derived orthomosaics—using standard GIS tools. Perform fundamental spatial analyses (buffer, overlay, clip, merge, terrain analysis from DEMs) and interpret results for surveying and construction contexts. Produce print-ready map layouts with legend, scale bar, north arrow, projection note, and title block that meet professional cartographic standards. Demonstrate safe and lawful data practices including projection awareness, metadata documentation, and attribution of source data. Apply ArcGIS Pro interface knowledge and QGIS equivalents to tasks aligned with the Esri ArcGIS Pro Associate-level certification exam objectives.

Lessons · 12 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1GIS Concepts, Software Environment, and Workplace Safety for Geospatial Professionals10theoryStudents will explain core GIS concepts (layers, attributes, topology, spatial relationships) and safely configure workstations according to ergonomic and electrical safety guidelines.
  1. Instructor-led walkthrough of ArcGIS Pro and QGIS interfaces side-by-side, with students labeling matching tools on a printed comparison worksheet.
  2. Students read and annotate an OSHA ergonomics fact sheet for computer workstations, then adjust their own station and photograph the setup for a short written reflection.
  3. Group activity: students sort a card deck of 20 real GIS use cases (parcel mapping, pipeline routing, flood analysis) into categories—vector vs. raster, 2D vs. 3D—and defend choices in a class discussion.
ArcGIS Pro 3.x (licensed lab machines), QGIS 3.x (installed), OSHA ergonomics guidance document, printed GIS concept glossary, comparison worksheet, card-sort activity setStudents complete a 20-question concept quiz covering GIS vocabulary, software interface identification, and ergonomic rules; pass mark 75%.
2Coordinate Reference Systems, Datums, and Projections14theoryStudents will select and apply appropriate coordinate reference systems (geographic and projected) for US surveying projects and re-project datasets correctly in both ArcGIS Pro and QGIS.
  1. Lecture and diagram exercise: students sketch the relationships among ellipsoid, datum (NAD83, WGS84), and projected coordinate systems (State Plane, UTM) on a blank diagram and label key parameters.
  2. Lab exercise: students open a shapefile projected in WGS84 Geographic, reproject it to the correct State Plane zone for their state in ArcGIS Pro, verify coordinate values against a known benchmark, and record the WKID codes used.
  3. QGIS parallel exercise: students repeat the reprojection workflow in QGIS using the 'Reproject Layer' tool, then overlay both outputs to confirm spatial alignment and document any offset.
ArcGIS Pro, QGIS, sample shapefiles (county boundary, control points), NOAA/NGS Datums fact sheet, State Plane zone reference table, lab worksheetStudents submit a lab report showing correct WKID selections, before/after coordinate screenshots, and a written explanation of why projection matters for area and distance measurements; pass mark 75% on a graded rubric.
3File Management, Geodatabases, and Data Organization10demoStudents will create and manage file geodatabases and GeoPackages using standard folder structures, naming conventions, and metadata entry required for professional project handoff.
  1. Instructor demonstrates creation of a file geodatabase in ArcGIS Pro and a GeoPackage in QGIS, importing three feature classes; students replicate the workflow step-by-step on their machines.
  2. Students design a folder structure for a fictitious 10-acre boundary survey project, create it on disk, and write a one-page data management plan specifying file naming rules and backup strategy.
  3. Peer review: students exchange data management plans and check each other's geodatabase for correct feature class names, spatial reference, and a completed metadata summary; reviewer fills out a checklist.
ArcGIS Pro, QGIS, sample survey data (CSV control points, shapefile parcels), Esri geodatabase documentation, FGDC metadata standard summary handoutInstructor inspects each student's geodatabase for correct structure, naming, and at least one populated metadata record; pass requires all three criteria met.
4Importing and Managing Survey Field Data12labStudents will import GPS/GNSS point data (CSV with northing, easting, elevation, descriptor), field sketches digitized as polylines, and existing parcel shapefiles into a geodatabase, resolving common import errors.
  1. Lab: students receive a CSV of 30 simulated survey shots (with intentional errors: wrong delimiter, mixed coordinate order) and use ArcGIS Pro's 'XY Table to Point' tool to plot them, debug errors, and verify placement against a reference layer.
  2. Digitizing exercise: students trace a hand-drawn field sketch of a lot boundary over a georeferenced aerial image in QGIS, attributing each vertex with point ID and descriptor from the sketch.
  3. Data QA/QC activity: students run the 'Check Geometry' tool in QGIS and the 'Repair Geometry' tool in ArcGIS Pro on a provided parcel layer with known topology errors, document each error found, and verify the fix.
ArcGIS Pro, QGIS, sample CSV survey data, georeferenced aerial image (GeoTIFF), hand-drawn field sketch scan, parcel shapefile with seeded errors, lab log templateAll 30 points plot in the correct location (within 1 m of reference), digitized boundary closes with no gap or overlap, and QA/QC log lists every error corrected; pass requires 100% of points correct and a complete log.
5Raster Data: DEMs, Orthomosaics, and Terrain Analysis14labStudents will load and symbolize digital elevation models and drone orthomosaics, then run slope, aspect, hillshade, and contour generation tools to support surveying and site analysis tasks.
  1. Lab: students load a 1-meter DEM (USGS 3DEP source) into ArcGIS Pro, generate a hillshade, classify slope into five categories relevant to construction (flat, gentle, moderate, steep, very steep), and symbolize with a meaningful color ramp.
  2. Contour generation: students use the 'Contour' geoprocessing tool in both ArcGIS Pro and QGIS to produce 1-foot and 2-foot contours from the same DEM, then compare outputs for accuracy against a paper contour map of the same area.
  3. Orthomosaic integration: students drag a drone-derived GeoTIFF orthomosaic into the project, adjust transparency to overlay the DEM hillshade, identify three features visible in the ortho that are not captured by elevation data alone, and write a brief interpretation paragraph.
ArcGIS Pro, QGIS, USGS 3DEP 1-m DEM (downloaded for local area), drone orthomosaic GeoTIFF (instructor-provided), reference paper contour map, lab log templateContours match reference within one contour interval, slope classification uses correct threshold values, and the interpretation paragraph identifies three distinct features with justification; pass mark 75% on a graded rubric.
6Vector Editing, Attribute Tables, and Field Calculator12practiceStudents will create, edit, and attribute vector features using snapping, topology rules, and the field calculator to compute area, perimeter, and custom expressions in both platforms.
  1. Editing lab: students receive a parcel layer with five missing lot polygons; using snapping set to vertex and edge at 1-unit tolerance, they digitize the missing polygons so all boundaries share edges with no gaps or overlaps, verified by a topology check.
  2. Attribute population: students use the ArcGIS Pro field calculator to compute area in acres (geometry expression: !shape.geodesicArea@acres!) and perimeter in feet for all parcels, then cross-check three lots against legal descriptions provided on a handout.
  3. QGIS expression builder: students write a conditional expression to flag any parcel with area less than 0.25 acres as 'undersized' in a new text field, then export a filtered subset of those parcels to a new layer.
ArcGIS Pro, QGIS, parcel shapefile with gaps, legal description handout, snapping configuration guide, field calculator syntax referenceTopology check shows zero errors after editing, computed acreages match legal descriptions within 0.01 acres for checked lots, and the conditional expression correctly flags all undersized parcels; pass requires all three criteria met.
7Spatial Analysis: Overlay, Buffer, Clip, and Merge14labStudents will apply overlay, buffer, clip, and merge geoprocessing tools to answer a realistic surveying or land-development question and document the analysis workflow with a model or written process log.
  1. Scenario analysis: students receive a parcel layer, a roads layer, and a wetlands layer; they buffer the wetlands by 100 feet, intersect the result with parcels, and identify which lots have any portion within the buffer—tabulating results in a summary table.
  2. Model Builder / Graphical Modeler: students automate the buffer-intersect-select workflow in ArcGIS Pro Model Builder or QGIS Graphical Modeler, run it on a second dataset to verify it executes without manual steps, and export the model diagram.
  3. Merge and dissolve: students merge three adjacent county boundary shapefiles into one, dissolve internal boundaries on a common state field, and compare the resulting feature count before and after dissolve to confirm the operation succeeded.
ArcGIS Pro, QGIS, parcel shapefile, roads shapefile, NWI wetlands shapefile (USFWS), county boundary shapefiles (three files), Model Builder / Graphical Modeler reference guideBuffer distance is confirmed as exactly 100 feet in the correct projection, intersect results are verified against a manual spot-check of three parcels, and the model diagram runs without errors on the second dataset; pass requires all three verified.
8Table Joins, Relates, and Querying Attribute Data10practiceStudents will perform attribute joins between spatial and tabular data, write SQL-style definition queries to filter features, and use Select by Attribute and Select by Location to answer spatial questions.
  1. Join exercise: students join a county assessor CSV (owner name, assessed value, parcel ID) to a parcel shapefile on a common parcel ID field, verify join success by spot-checking five records, and troubleshoot one intentional mismatch in data types.
  2. Query writing: students write five definition queries of increasing complexity (single value, range, compound AND/OR, NOT, wildcard) in ArcGIS Pro's query builder, document the SQL syntax, and record how many features each query returns.
  3. Select by Location: students select all survey control monuments within 500 feet of a proposed road centerline, export the selection to a new feature class, and produce a count and summary table of monument types found.
ArcGIS Pro, QGIS, parcel shapefile, assessor CSV with seeded type mismatch, control monument shapefile, road centerline shapefile, SQL syntax reference cardJoin produces correct owner names for five spot-checked parcels, all five queries return the expected feature counts (answer key provided), and the spatial selection exports correctly; pass mark 80% on a graded answer sheet.
9Symbolization, Classification, and Layer Styling10demoStudents will apply appropriate symbology—single symbol, categorized, graduated, and rule-based—to vector and raster layers to communicate geospatial information clearly and accurately.
  1. Instructor demonstrates the difference between graduated color (for continuous quantitative data) and categorized (for nominal data) using parcel acreage versus land-use class; students then independently apply both to a given dataset and justify their choice in writing.
  2. Students apply rule-based symbology in QGIS to a road network layer, assigning line width and color by road class (highway, arterial, local) using expression-driven rules, and save the style as a reusable QML file.
  3. Color accessibility exercise: students apply a color-blind-safe palette (ColorBrewer) to a slope classification map, export the map as a PNG, and use the online Coblis simulator to confirm the map is readable under deuteranopia and protanopia simulations.
ArcGIS Pro, QGIS, parcel shapefile with acreage and land-use attributes, road network shapefile, slope raster, ColorBrewer reference, Coblis color-blindness simulator (web), QML style file guideStudents correctly match symbology type to data type for five provided scenarios on a short quiz (pass mark 80%) and submit an accessible slope map verified by the Coblis test.
10Map Layout Production and Print-Ready Cartography14practiceStudents will compose a professional print-ready map layout at a specified scale containing all required cartographic elements—title block, legend, scale bar, north arrow, inset map, and projection note—that meets industry standards.
  1. Students build an 11×17-inch landscape layout in ArcGIS Pro for a boundary survey of a provided parcel, setting the data frame to the correct State Plane projection at 1:2,400 scale, and inserting a dynamic scale bar in feet.
  2. Students add a legend containing only the layers shown, a north arrow, a title block with project name / date / preparer / datum / projection, and a locator inset map showing the project county highlighted within the state.
  3. Peer critique: students exchange printed or PDF layouts and use a 10-item cartographic standards checklist to mark any missing or incorrect elements; authors correct flagged items and resubmit a final PDF.
ArcGIS Pro, parcel boundary shapefile, county and state boundary shapefiles, cartographic standards checklist, State Plane reference table, color printer or PDF exportFinal layout PDF passes all 10 items on the cartographic standards checklist with no missing elements and scale bar verified accurate by instructor measurement; pass requires 9 of 10 items fully met.
11Sharing, Exporting, and ArcGIS Online Integration10demoStudents will export GIS data in common exchange formats (Shapefile, GeoJSON, KMZ, PDF), share a web map layer via ArcGIS Online, and describe data licensing and attribution requirements.
  1. Export lab: students export one feature class to Shapefile, GeoJSON, and KMZ formats, open each in the appropriate viewer (ArcGIS Pro, a text editor, Google Earth), and verify that attributes and geometry are preserved across all three formats.
  2. ArcGIS Online: students publish a feature layer from ArcGIS Pro to their organizational ArcGIS Online account, configure the layer's pop-up to display parcel ID and owner name, and share a web map link that the instructor verifies is accessible.
  3. Licensing discussion and exercise: students read the data-use terms for one USGS and one state GIS portal dataset, then write a two-paragraph summary identifying what attribution text must appear on any map that uses each dataset.
ArcGIS Pro, ArcGIS Online organizational account (Esri education license), Google Earth, text editor, USGS and state GIS portal data-use terms (printed), export format comparison tableAll three export formats open correctly with verified attributes, ArcGIS Online web map is accessible via shared link with correct pop-up fields, and attribution summaries are accurate; pass requires all three criteria met.
12Integrated GIS Project: Boundary Survey Data Package16fieldStudents will complete an end-to-end GIS project—importing field-collected GNSS points, performing spatial analysis, producing a final map layout, and compiling a deliverable data package—replicating a professional surveying office workflow.
  1. Students receive a raw GNSS CSV collected during a simulated field session (or provided by instructor), import and QA/QC all points, reproject to State Plane, join assessor data, and analyze which parcels fall within a 50-foot road right-of-way buffer.
  2. Students produce a final 11×17 boundary survey map at an appropriate scale, incorporating terrain contours from a DEM, the parcel boundary, control monuments, and the right-of-way buffer, with all required cartographic elements.
  3. Students assemble a project data package: organized geodatabase, exported Shapefile and PDF map, a one-page metadata record for each feature class, and a written workflow summary (300–500 words) describing every processing step and tool used.
ArcGIS Pro, QGIS, GNSS CSV dataset, assessor CSV, parcel shapefile, DEM (1-m), road centerline shapefile, cartographic standards checklist, metadata template, project data package rubricData package is graded on a rubric covering data integrity (geodatabase structure and QA/QC log), spatial analysis correctness (buffer and join verified), map quality (cartographic checklist), and workflow documentation; pass mark 75% overall with no section below 60%.
Assessments
AssessmentTypeWeightPass standardMethod & rubric
GIS Concepts and Software Knowledge ExamWritten exam25%75% or higher (38/50 points)A 50-question written exam covering GIS fundamentals, coordinate reference systems, geodatabase structure, geoprocessing tool functions, and ArcGIS Pro interface elements mapped directly to Esri ArcGIS Pro Associate certification exam domains. Questions include multiple choice, matching, and short-answer identification of tool outputs.
Standard met · Safety · Time · Quality/finish · Documentation
Practical Skills Demonstration: Live GIS WorkflowSkills demonstration45%Pass all four tasks; any task scored below 75% requires one remediation attempt within one weekStudents are given a new dataset and 90 minutes to complete four sequenced tasks in ArcGIS Pro: (1) import and reproject data to a specified coordinate system, (2) perform a buffer-clip overlay analysis, (3) compute an attribute using the field calculator, and (4) produce a print-ready map layout. An instructor evaluator scores each task using a standardized rubric aligned to Esri certification performance objectives.
Standard met · Safety · Time · Quality/finish · Documentation
Lab Log PortfolioLog15%75% average across all submitted lab logs with no more than two logs below 60%Students maintain a running lab log for every lab and practice lesson, recording the objective, tools used, processing steps, errors encountered and resolved, and a screenshot or printout of the key output. The complete portfolio is reviewed at mid-course (after Lesson 6) and at course end, graded on completeness, accuracy of workflow descriptions, and evidence of error resolution.
Standard met · Safety · Time · Quality/finish · Documentation
Data Management and Professional Standards Safety CheckSafety audit15%Pass all five criteria; any failure triggers immediate remediation before the student may submit the capstone data packageA checklist-based review conducted by the instructor verifying that the student's final project geodatabase meets five non-negotiable professional standards: (1) correct coordinate reference system documented and applied, (2) all feature classes have populated metadata, (3) folder structure and file naming follow the project data management plan, (4) no topology errors present in any polygon layer, and (5) source data attribution is recorded in the metadata. This check mirrors QA/QC requirements enforced in licensed surveying offices.
Standard met · Safety · Time · Quality/finish · Documentation
TEC-GIS45-03 Trade course

GNSS Field Operations and Data Processing

146 hr · $1,750 COMPLIMENTARY

Students learn to operate Global Navigation Satellite System (GNSS) receivers for survey-grade positioning, apply geodetic concepts including coordinate systems, datums, and error sources, and process raw GNSS observations into corrected, deliverable point data. Emphasis is placed on safe field practices, equipment care, and producing results that meet the accuracy standards required for FAA Part 107 site surveys, Esri ArcGIS Pro data import, and NSPS CST Levels I and II field competencies.

Outcomes
Course text

Students learn to operate Global Navigation Satellite System (GNSS) receivers for survey-grade positioning, apply geodetic concepts including coordinate systems, datums, and error sources, and process raw GNSS observations into corrected, deliverable point data. Emphasis is placed on safe field practices, equipment care, and producing results that meet the accuracy standards required for FAA Part 107 site surveys, Esri ArcGIS Pro data import, and NSPS CST Levels I and II field competencies.

How the course runs. 12 blocks: GNSS Fundamentals and Satellite Constellation Overview; Datums, Coordinate Systems, and Vertical References; GNSS Receiver Hardware and Pre-Mission Safety Check; Autonomous GNSS Collection and SBAS Correction; Real-Time Kinematic (RTK) Concepts and Base-Rover Setup; Network RTK and CORS Integration; Field GNSS Data Collection — Control and Topographic Points; GNSS Data Download, File Formats, and Quality Control; Post-Processing Differential Correction (PPDC) with CORS Data; GNSS in Drone and Aerial Survey Contexts (Part 107 and Photogrammetry GCPs); GNSS Troubleshooting, Multipath, and Difficult Environments; Integrated GNSS Survey Project and Report Preparation.

What competent looks like. Set up, configure, and operate a survey-grade GNSS receiver in both autonomous and RTK/network modes, achieving horizontal accuracy within project tolerances. Explain the principles of satellite geometry, signal error sources, and differential correction, and select the appropriate correction method for a given survey task. Apply datum and coordinate-system concepts to transform GNSS observations into a project coordinate system using established conversion procedures. Collect, quality-check, and export GNSS field data in formats compatible with ArcGIS Pro and standard survey CAD software. Identify and mitigate field hazards associated with GNSS operations including traffic exposure, uneven terrain, and adverse weather, following OSHA guidelines. Produce a complete GNSS survey report including occupation logs, accuracy statistics, and a corrected point file suitable for project submission.

Lessons · 12 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1GNSS Fundamentals and Satellite Constellation Overview10theoryStudents will correctly describe how GPS, GLONASS, Galileo, and BeiDou constellations provide positioning and explain the role of satellite geometry (DOP values) in accuracy.
  1. Guided reading and annotation of manufacturer and NGS reference materials on GNSS signal structure, frequency bands (L1, L2, L5), and constellation status; students summarize key differences between constellations in a comparison table.
  2. Instructor-led whiteboard session tracing a GNSS signal from satellite to receiver; students draw and label the signal path, identifying ionosphere, troposphere, and multipath interference points.
  3. Small-group exercise using a free GNSS planning application (e.g., Trimble GNSS Planning or equivalent) to evaluate DOP values and satellite availability for a given location and time window; groups present findings and justify an optimal observation window.
Projector, whiteboard, NGS 'Introduction to GNSS' publication, manufacturer receiver manual, GNSS planning software (lab computers), student notebooksStudents complete a 20-question multiple-choice quiz on constellation names, frequency bands, DOP definitions, and error sources; passing score 70%.
2Datums, Coordinate Systems, and Vertical References12theoryStudents will distinguish between ellipsoidal height, orthometric height, and geoid undulation, and correctly apply a State Plane or UTM coordinate system to a set of given GNSS coordinates.
  1. Lecture and diagram exercise: instructor explains WGS 84, NAD 83, and NAVD 88; students label a cross-section diagram showing the ellipsoid, geoid, and mean sea level relationships with correct terminology.
  2. Worked-problem set: students convert a table of geodetic latitude/longitude coordinates into State Plane (US survey feet) using NOAA's NGS coordinate conversion tool (NADCON/NCAT) on lab computers, documenting each step.
  3. Partner activity: students receive two sets of coordinates expressed in different datums and must identify the datum mismatch, determine the correct transformation, and explain why mixing datums causes positional error; pairs present a one-page written explanation.
Lab computers with internet access, NGS NCAT and VERTCON online tools, NOAA NOS publication 'Geodesy for the Layman,' printed coordinate conversion worksheets, calculatorsGraded worksheet requiring correct datum identification, coordinate conversion to State Plane (within 0.01 ft of instructor key), and written explanation of ellipsoid vs. orthometric height; passing score 75%.
3GNSS Receiver Hardware and Pre-Mission Safety Check10demoStudents will correctly assemble a survey-grade GNSS rover, perform a pre-mission equipment inspection, and identify field hazards using a job-hazard analysis (JHA) form.
  1. Instructor demonstrates full assembly sequence of a GNSS rover (receiver, pole, bipod, data collector); students then disassemble and reassemble in pairs, referencing the manufacturer checklist while instructor circulates.
  2. Equipment inspection walkthrough: each student completes a written pre-mission checklist covering battery charge, antenna connections, firmware version, controller pairing, and physical damage; instructor signs off on completed checklists.
  3. JHA exercise: students identify and record at least six site-specific hazards (traffic, overhead power lines, uneven ground, heat/cold, wildlife) for a hypothetical urban survey site, then propose PPE and mitigation for each hazard, following OSHA 10 hazard recognition principles.
Survey-grade GNSS rovers (one per two students), manufacturer assembly and inspection checklists, JHA blank forms, PPE (safety vests, hard hats, gloves), OSHA 10 field safety reference cardInstructor observes assembly; student must complete assembly and inspection checklist with zero missed critical items (battery, antenna, pairing) and submit a complete JHA with at least five valid hazards and appropriate controls; any missed critical safety item requires repeat.
4Autonomous GNSS Collection and SBAS Correction10labStudents will collect autonomous and SBAS-corrected point observations with a GNSS receiver, record PDOP and SNR values, and compare resulting horizontal accuracy against published SBAS performance specifications.
  1. Lab exercise indoors/courtyard: students power up receivers, configure for autonomous mode, observe a single point for two minutes, and record all solution statistics (PDOP, number of satellites, estimated accuracy) in their field notebook.
  2. Students reconfigure the same receiver to accept WAAS/SBAS corrections, re-observe the same point for two minutes, record statistics, and calculate the improvement in estimated horizontal accuracy between the two modes.
  3. Data download to lab computer: students export both point observations to CSV, import into ArcGIS Pro as XY point layers, overlay on a basemap, and measure the offset between autonomous and SBAS positions; they write a brief interpretation paragraph in their lab log.
Survey-grade GNSS rovers with SBAS-enabled firmware, field notebooks, lab computers with ArcGIS Pro, USB or Bluetooth data transfer cables, printed data-recording formsLab log entry must include correctly recorded statistics for both modes, a correctly computed accuracy improvement value, and an ArcGIS Pro screenshot showing both points; instructor verifies SBAS fix was achieved (green indicator or documented status code); passing standard: all required fields completed with plausible values and written interpretation present.
5Real-Time Kinematic (RTK) Concepts and Base-Rover Setup14demoStudents will set up a GNSS base station over a known control point and configure a rover for RTK corrections, achieving an RTK fixed solution and demonstrating understanding of radio or Bluetooth link requirements.
  1. Instructor demonstrates base station setup over a marked control point: tribrach leveling, antenna height measurement (slant vs. vertical height distinction), radio channel selection, and broadcast configuration; students observe and complete a guided note-taking form.
  2. Students work in groups of three to replicate the base setup on a second control monument on the campus survey range, following the manufacturer's step-by-step field procedure; instructor evaluates each group's antenna centering and height measurement.
  3. Rover configuration and link verification: each student on the rover end configures the data collector to receive RTK corrections from the group's base, documents the time-to-fixed-solution, and records the solution type (float vs. fixed) at five offset points around the base.
Two survey-grade GNSS receivers capable of RTK (base and rover), tripod, tribrach, fixed-height pole, UHF radio link or cellular modem, data collectors, campus survey range control monuments, manufacturer RTK setup guideEach student must demonstrate correct antenna height entry (within 0.005 m of measured value), achieve a fixed RTK solution independently, and record five valid fixed-solution observations; any incorrect antenna height entry requires immediate correction and re-demonstration.
6Network RTK and CORS Integration12theoryStudents will explain how Continuously Operating Reference Station (CORS) networks deliver RTK corrections over cellular, identify the NGS CORS network as a public resource, and configure a receiver to connect to a Virtual Reference Station (VRS) mount point.
  1. Lecture and map activity: instructor displays the NGS CORS map; students identify the nearest CORS stations to the school's location, note baseline distances, and discuss how VRS synthesizes a local correction from multiple physical reference stations.
  2. Guided configuration exercise on data collectors (or simulation software if cellular not available): students enter NTRIP caster address, credentials, and mount point for a state DOT CORS network (or NGS network), document each setting, and attempt a VRS connection; students record whether a fix is obtained and the reported baseline length.
  3. Comparison discussion: students complete a two-column written comparison (own base vs. network RTK) addressing cost, setup time, accuracy dependency on baseline length, single-point-of-failure risk, and typical application scenarios.
Lab computers or data collectors with cellular connectivity, NGS CORS map (online), NTRIP client software or receiver with built-in NTRIP, student worksheets, whiteboardGraded written comparison table with at least four accurate, substantive comparison points per mode and a correctly documented NTRIP configuration screenshot or printout; passing score 75%.
7Field GNSS Data Collection — Control and Topographic Points16fieldStudents will collect a set of control points and topographic break-line shots on the campus survey range using RTK or network RTK, meeting a specified accuracy standard and completing required field documentation.
  1. Pre-field briefing: students review the project boundary, required point codes (e.g., IP, TBM, EP, CL, TC), and the day's JHA; each student dons required PPE (safety vest, hard hat if near traffic, appropriate footwear) before leaving the building.
  2. Field exercise: each student independently collects a minimum of 20 georeferenced points using assigned point codes on the campus range, recording PDOP, solution type, number of satellites, and antenna height for each shot in their field notebook; instructor spot-checks at least five points per student.
  3. Field closure check: students return to the first observed control monument and re-observe it; they compute the difference between the initial and closing observations and compare it to the project tolerance specified by the instructor; they document the result in their field log.
Survey-grade GNSS rovers, safety vests, hard hats, field notebooks, printed point-code list, campus survey range, measuring tapes for check measurements, project specification sheetField notebook must contain all 20 points with required attributes; re-observed control point must close within project tolerance (instructor specifies tolerance based on equipment capability, typically ≤0.05 ft horizontal); any observation recorded without a fixed solution must be flagged and re-shot.
8GNSS Data Download, File Formats, and Quality Control12labStudents will transfer GNSS field data from a data collector to a workstation, convert or export to at least two standard file formats (CSV and LandXML or similar), and perform a documented quality-control review.
  1. Data transfer exercise: students connect data collectors to lab computers via USB or wireless sync and use the manufacturer's office software to transfer the day's field file; they document file names, point counts, and any transfer errors.
  2. Export and format conversion: students export the data as a CSV (easting, northing, elevation, description) and as a LandXML or job file, then import the CSV into ArcGIS Pro as an XY event layer and verify coordinate system assignment matches the field configuration.
  3. QC review: students use ArcGIS Pro attribute table and a printout of the field notebook to check that point codes, observation counts, and PDOP values are consistent; they flag any point with PDOP > 4 or solution type 'float,' prepare a written QC summary listing flagged points and recommended remediation.
Lab computers with manufacturer office software and ArcGIS Pro, USB cables, student field data from Lesson 7, printed QC checklist, LandXML schema referenceInstructor reviews exported CSV and ArcGIS Pro project file; all points must be present with correct coordinate system, at least two file formats produced, and a written QC summary identifying any flagged observations; passing standard: zero missing points and correctly assigned coordinate system.
9Post-Processing Differential Correction (PPDC) with CORS Data14labStudents will post-process a set of raw autonomous GNSS observations against NGS CORS base files using NGS OPUS or equivalent software and evaluate the improvement in positional accuracy.
  1. Instructor demonstrates submitting a raw RINEX file to NGS OPUS Online; students observe the submission process, required file format, and OPUS solution report format, recording key output fields (peak-to-peak errors, RMS, reference stations used).
  2. Students convert or obtain a raw observation file in RINEX format (collected during Lesson 4 or a supplied data set), submit to OPUS, and retrieve the solution report; they record the adjusted position and accuracy statistics.
  3. Accuracy comparison: students tabulate the autonomous position, SBAS-corrected position (from Lesson 4), and OPUS post-processed position for the same point; they calculate horizontal distance between each solution and the OPUS result and write a paragraph interpreting which method is appropriate for which survey application.
Lab computers with internet access, NGS OPUS website, RINEX raw observation files, student field data or instructor-supplied demonstration dataset, calculators, comparison worksheetStudents must submit a valid RINEX file and obtain an OPUS solution report (or demonstrate the process with the supplied file); completed comparison table with correctly computed distances and a written interpretation paragraph; passing standard: OPUS solution report attached, table values correct within rounding, interpretation addresses at least two accuracy scenarios.
10GNSS in Drone and Aerial Survey Contexts (Part 107 and Photogrammetry GCPs)12theoryStudents will explain the role of GNSS in UAS operations — including base-station placement for ground control points (GCPs) — and describe FAA Part 107 airspace authorization and altitude referencing requirements relevant to GNSS data.
  1. Lecture and case study: instructor presents a photogrammetric workflow showing how GNSS-surveyed GCPs are used to georeference drone imagery; students annotate a workflow diagram identifying where GNSS data enters, how GCP coordinates are formatted, and what datum/coordinate system is required for the deliverable.
  2. FAA Part 107 connection: students read the relevant sections of the FAA Part 107 Summary of Small UAS Rule (publicly available) addressing altitude limitations and airspace classes; they answer guided questions about how GNSS-reported altitude relates to AGL (above ground level) limits and why datum awareness matters for UAS operators.
  3. GCP layout planning exercise: students are given a hypothetical rectangular mapping area and must plan a GCP layout (minimum number, distribution pattern) following photogrammetry best-practice guidelines; they justify their plan in writing, referencing how GNSS accuracy requirements affect GCP measurement procedures.
Projector, printed FAA Part 107 Summary (publicly available FAA document), sample photogrammetry workflow diagram, GCP planning worksheet, lab computers for referenceCompleted annotated workflow diagram and GCP layout plan with written justification; instructor evaluates correctness of datum/coordinate system annotation and GCP distribution against established photogrammetry guidelines; passing standard: all diagram labels correct and GCP plan defensible by stated photogrammetry best practices.
11GNSS Troubleshooting, Multipath, and Difficult Environments12fieldStudents will identify symptoms of multipath and signal obstruction in a live GNSS session, apply mitigation strategies, and document the effect of environment on solution quality.
  1. Field exercise at two contrasting sites on or near campus — one open-sky area and one near large structures or tree canopy; students collect five points at each site, recording PDOP, SNR per satellite, and time-to-fix at each, then compare the two data sets quantitatively in their field log.
  2. Instructor demonstrates receiver satellite skyplot display; students sketch the skyplot at the obstructed site, shade blocked satellite elevations, and calculate the resulting geometric dilution (qualitative assessment if DOP display is available).
  3. Mitigation exercise: students attempt at least two mitigation strategies at the obstructed site (repositioning, increasing observation time, raising pole, adjusting elevation mask setting) and document which approach yielded the best improvement in PDOP and solution type.
Survey-grade GNSS rovers with skyplot display capability, field notebooks, safety vests, campus survey range plus adjacent area with partial obstruction, printed data-recording formsField log must contain side-by-side data tables for both sites with all required statistics, a sketched skyplot, and written documentation of two mitigation attempts with results; instructor spot-checks that mitigation attempts were actually carried out; passing standard: complete data tables with plausible values and legible skyplot sketch.
12Integrated GNSS Survey Project and Report Preparation12labStudents will plan, execute, and document a complete GNSS control traverse connecting at least two published control monuments, producing a final deliverable report meeting a simulated client specification.
  1. Planning phase: students research two NGS benchmark datasheets for campus-area monuments, plan a survey route connecting them, complete a JHA, select the appropriate GNSS method (RTK or network RTK), and prepare an equipment list; instructor reviews and approves the plan before fieldwork.
  2. Field execution: students carry out the planned survey, collecting required observations at each control monument and any required intermediate points; each student independently records occupation data and performs a redundant observation at each monument to enable quality checking.
  3. Report preparation: back in the lab, students compile a complete GNSS survey report including cover sheet, project description, equipment list with calibration dates, field occupation log, OPUS or RTK solution outputs, QC summary, coordinate listing, and an ArcGIS Pro map of the survey network; report is submitted for grading.
Survey-grade GNSS rovers, NGS benchmark datasheets (printed from NGS website), field notebooks, PPE, lab computers with ArcGIS Pro and manufacturer office software, report template, NGS OPUS websiteReport is graded against a rubric covering completeness (all required sections present), technical correctness (coordinates and statistics consistent), QC evidence (redundant observations documented), and professional presentation; passing score 75%; any critical safety omission in the JHA section requires revision before the grade is recorded.
Assessments
AssessmentTypeWeightPass standardMethod & rubric
GNSS Principles Knowledge ExamWritten exam25%70% or higher on a 50-question exam; students scoring below 70% may sit one retake after documented remediationA closed-book, multiple-choice and short-answer exam covering satellite constellation fundamentals, datums and coordinate systems, error sources and DOP, SBAS and RTK correction methods, CORS and OPUS post-processing concepts, and GNSS applications in drone surveying and GCP workflows. Questions are mapped to NSPS CST Levels I and II knowledge domains and FAA Part 107 relevant airspace and positioning concepts.
Standard met · Safety · Time · Quality/finish · Documentation
RTK Setup and Point Collection Skills DemonstrationSkills demonstration45%Student must complete all six required task steps without critical error; any unsafe act or antenna-height error stops the demonstration for immediate correction; two attempts permittedThe instructor evaluates each student individually as they set up a GNSS base over a known control monument, configure a rover for RTK corrections, achieve a fixed solution, and collect five specified points in an assigned area within 20 minutes. Collected points are compared to the instructor's reference coordinates; horizontal deviation must be within the stated project tolerance for the equipment in use.
Standard met · Safety · Time · Quality/finish · Documentation
Field and Lab Log PortfolioLog15%All 12 lesson log entries must be present; at least 10 entries must meet the individual lesson's check-for standard; any missing entry must be completed within one week of the missed lessonStudents maintain a continuous field and lab log throughout the course documenting observations, computed values, QC results, and interpretive notes for every lesson. The portfolio is collected at course end and reviewed for completeness, accuracy of recorded data, quality-control documentation, and demonstrated understanding of error sources and mitigation; the log constitutes primary evidence of consistent professional field practice aligned with NSPS CST field documentation requirements.
Standard met · Safety · Time · Quality/finish · Documentation
Pre-Mission Safety and Equipment Inspection CheckSafety audit15%Zero critical items missed on the pre-mission checklist; a critical item is defined as any item whose omission could result in injury, equipment damage, or invalid data (battery, antenna connection, JHA completion, PPE, antenna height entry); one immediate re-check permitted if a non-critical item is missedAt a point during the course chosen without advance notice to the student, the instructor presents a GNSS rover in a partially configured or partially faulty state and asks the student to perform a complete pre-mission inspection and JHA for a described site; the student must identify all seeded defects, don correct PPE, complete the JHA, and declare the equipment ready or not ready with written justification. This assessment directly supports OSHA 10 hazard recognition competencies carried through from Course 1.
Standard met · Safety · Time · Quality/finish · Documentation
TEC-GIS45-04 Trade course

Total Station Surveying

146 hr · $1,750 COMPLIMENTARY

Students learn to set up, operate, and maintain a total station instrument to collect boundary, topographic, and construction survey data. Lessons progress from instrument fundamentals and field occupation through traverse closure, data download, and coordinate geometry calculations. Field labs emphasize systematic error control, field note standards, and the safety practices required on active job sites.

Outcomes
Course text

Students learn to set up, operate, and maintain a total station instrument to collect boundary, topographic, and construction survey data. Lessons progress from instrument fundamentals and field occupation through traverse closure, data download, and coordinate geometry calculations. Field labs emphasize systematic error control, field note standards, and the safety practices required on active job sites.

How the course runs. 12 blocks: Total Station Instrument Fundamentals; Job-Site Safety and OSHA Requirements for Field Surveying; Instrument Setup: Leveling, Centering, and Orientation; Measuring Horizontal and Vertical Angles; Electronic Distance Measurement (EDM) and Atmospheric Corrections; Data Collectors and Field Software; Topographic Survey Field Methods; Traverse Design, Layout, and Field Observations; Traverse Closure and Coordinate Calculations; Construction Layout Basics with a Total Station; Data Download, Processing, and Export; Instrument Care, Calibration Checks, and Error Sources.

What competent looks like. Set up a total station over a control point using forced-centering or tribrach methods to within manufacturer-specified centering tolerance. Occupy a known station, backsight a reference azimuth, and collect angles and distances meeting second-order traverse accuracy standards. Apply instrument corrections for index error, atmospheric refraction, and earth curvature to raw observations. Close a traverse mathematically, compute the linear misclosure ratio, and distribute error using the Compass (Bowditch) rule. Download raw field data, process it in data-collection software, and export coordinate files compatible with AutoCAD Civil 3D or ArcGIS. Identify and mitigate job-site hazards—traffic, overhead utilities, and excavations—and apply OSHA 10 general industry safety requirements throughout all field operations.

Lessons · 12 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Total Station Instrument Fundamentals10theoryStudents describe the mechanical and electronic components of a total station and explain how angles and distances are measured electronically.
  1. Label a cutaway diagram of a total station identifying the horizontal and vertical circles, EDM emitter, compensator, and data port
  2. Read the manufacturer's technical manual section on distance measurement and summarize EDM phase-shift measurement in their own words
  3. Compare specifications (range, accuracy class, angular resolution) of three instrument models in a table and identify the minimum spec needed for boundary-class work
Manufacturer operator's manual (Leica, Trimble, or Topcon as available), total station specifications comparison sheet, labeled cutaway poster, whiteboardWritten quiz: 10 questions on component identification and EDM principles; pass = 75% correct
2Job-Site Safety and OSHA Requirements for Field Surveying10theoryStudents identify the OSHA general industry hazard categories applicable to survey field work and apply appropriate controls before entering a work zone.
  1. Complete the OSHA 10-hour General Industry card module covering struck-by, electrical, fall, and excavation hazards as they apply to survey operations
  2. Develop a job hazard analysis (JHA) form for a simulated road-centerline survey including traffic control, PPE selection, and emergency action steps
  3. Demonstrate donning of a Class II ANSI/ISEA high-visibility vest, hard hat, and safety glasses before each subsequent field session and explain why each item is required
OSHA 10 General Industry course materials, ANSI/ISEA 107 high-visibility standard summary, MUTCD temporary traffic control section overview, JHA templateOSHA 10 card issued; JHA reviewed by instructor—all critical hazards identified and controls documented earns pass
3Instrument Setup: Leveling, Centering, and Orientation14demoStudents set up a total station over a marked point and orient to a backsight azimuth within manufacturer-specified tolerances, demonstrated by the instructor and then replicated.
  1. Watch instructor demonstrate optical plummet centering over a nail in concrete, rough leveling with tripod legs, and fine leveling with plate bubble; repeat four times on different points
  2. Practice forced-centering setup using a tribrach and adaptor, checking centering with a laser plummet and verifying with a plumb bob as a cross-check
  3. Time each setup attempt; record setup time and centering error (measured by offset from point) in a log until achieving center within 3 mm in two consecutive setups
Total station with tribrach and optical plummet, tripod, plumb bob, tape measure, setup log sheet, control nails in concrete slabInstructor observes student complete an independent setup; centering within 3 mm and bubble within one division—both criteria must be met for pass
4Measuring Horizontal and Vertical Angles12labStudents measure horizontal and vertical angles to three targets using direct and reverse face readings and compute the mean angle, identifying and correcting for index error.
  1. Sight three prism poles set at measured distances; record face-left and face-right readings in a standard field book format and compute mean horizontal angles
  2. Calculate the vertical index error from the face-left and face-right zenith angle readings and correct the mean vertical angle
  3. Compare student-derived angles to instructor-provided check values and identify any systematic errors exceeding the instrument's stated angular accuracy
Total station, three prism poles with reflectors, field book, scientific calculator, angle booking form, instructor check-angle sheetMean horizontal angles agree with check values within two times the instrument's stated angular accuracy; field book formatted per instruction—both required for pass
5Electronic Distance Measurement (EDM) and Atmospheric Corrections10labStudents measure slope distances to a prism, apply atmospheric correction factors for temperature and pressure, and reduce slope distance to horizontal and vertical components.
  1. Measure the same baseline distance five times, record raw EDM readings, and compute the standard deviation to assess instrument repeatability
  2. Record field temperature and barometric pressure; compute the parts-per-million (ppm) atmospheric correction and apply it to raw distances using the formula in the operator's manual
  3. Resolve corrected slope distance into horizontal distance and elevation difference using zenith angle and compare to a check distance taped with a calibrated steel tape
Total station, retroreflective prism set, calibrated steel tape (30 m), psychrometer or thermometer and barometer, scientific calculator, EDM booking formCorrected horizontal distance within 5 mm of steel tape check value on a baseline under 100 m; ppm calculation shown correctly—both required for pass
6Data Collectors and Field Software10demoStudents configure a data collector, create a job file, and collect point data with feature codes that will be correctly interpreted during office download.
  1. Instructor demonstrates Bluetooth/cable pairing of data collector to total station; students pair their own unit and confirm two-way communication by triggering a measurement from the collector
  2. Create a new job file, enter control coordinates and instrument height, enter a backsight azimuth, and collect 10 numbered points with feature codes using the data collector's survey routine
  3. Review the raw data file on the collector screen, identify the record types (job header, setup record, observation record), and flag any entries that would cause an office processing error
Data collector (Trimble TSC or Leica CS as available), total station, field software (Trimble Access or Leica Captivate), USB cable or Bluetooth, operator quick-start guideInstructor verifies job file contains correct control setup, a valid backsight check, and 10 coded observations with no formatting errors—all three criteria required for pass
7Topographic Survey Field Methods16fieldStudents conduct a radial topographic survey of a designated 0.5-acre area, collecting sufficient ground shots to support a 1-foot contour interval map.
  1. Plan the survey: identify control points to occupy, establish shot density (one shot per contour interval per slope break), and sketch the area boundary before beginning observations
  2. Occupy two control points in turn and collect coded shots on breaklines, spot elevations, and cultural features (edges of pavement, buildings, trees), targeting at least 80 points total
  3. At the close of each occupation, take a foresight to a check point with known coordinates and record the residual; residual must be within third-order tolerance to accept the setup's data
Total station, two tripods, prism poles, data collector, flagging, field book, site map, PPE (Class II vest, hard hat, safety glasses), radio or cell phoneField notes reviewed: minimum 80 coded shots, two setup check residuals recorded and within tolerance, JHA on file for the site—all three required for pass
8Traverse Design, Layout, and Field Observations18fieldStudents design a closed-loop traverse of at least five stations enclosing a defined area, occupy each station, and record all angles and distances needed for a complete closure calculation.
  1. Stake five traverse hubs in the field using flags, ensuring intervisibility between adjacent stations; sketch the traverse network with distances estimated by pacing before beginning instrument work
  2. Occupy each hub in sequence: set up instrument, backsight the previous station, measure the interior angle by direct and reverse face, measure slope distance to the next station, and record in a traverse booking form
  3. Upon completing the loop, compute the angular misclosure in the field (sum of interior angles vs. the theoretical sum) and record whether it meets the specified tolerance before leaving the site
Total station, five tribrachs and hubs, stakes and flagging, field book, traverse booking form, scientific calculator, PPE, measuring tape for hub-to-hub distance verificationAngular misclosure computed in the field and within the specified tolerance for the instrument class; all face-left and face-right readings recorded—both criteria required for pass
9Traverse Closure and Coordinate Calculations14labStudents compute departure and latitude values for each traverse leg, calculate linear misclosure and the precision ratio, and distribute error using the Compass rule to produce final adjusted coordinates.
  1. Using field observations from Lesson 8, compute azimuth, departure (easting change), and latitude (northing change) for each leg in a standard traverse computation table
  2. Sum the departures and latitudes; calculate total misclosure, linear misclosure ratio (e.g., 1:5000), and compare to the minimum acceptable ratio for the survey type
  3. Apply the Compass (Bowditch) rule corrections to each leg's departure and latitude, accumulate adjusted coordinates, and verify closure by confirming the final adjusted point returns to the starting coordinates
Field traverse data from Lesson 8, traverse computation table worksheet, scientific calculator, engineering paper or spreadsheet software (Microsoft Excel), surveying textbook (Ghilani & Wolf recommended)Completed computation table reviewed by instructor: correct azimuths, departures, latitudes, misclosure ratio calculated, and Compass rule correctly applied—all steps correct for pass (75% of computation steps must be correct)
10Construction Layout Basics with a Total Station12fieldStudents stake out a set of design points (building corners or road stationing) from a coordinate file by computing and turning inverses on the instrument.
  1. Import a supplied coordinate file of five design points into the data collector; verify point numbers and coordinates match the paper plan before leaving the office
  2. Use the instrument's stake-out routine to occupy a control point, backsight reference, and navigate to each design point; set a hub and tack at each staked location
  3. Measure the as-staked coordinates of each hub with a check setup from a second control point and calculate the horizontal deviation from design; record in a stake-out report
Total station, data collector with stakeout software, coordinate file (.csv or raw format), stakes and tacks, lath and flagging, tape measure, PPEAll five design points staked; check residuals recorded; horizontal deviation from design does not exceed 0.05 ft (15 mm) at any point—all five within tolerance required for pass
11Data Download, Processing, and Export10labStudents transfer raw field data from the data collector to office software, process observations into a coordinate file, and export deliverables in formats usable by AutoCAD Civil 3D and ArcGIS.
  1. Connect data collector to the office workstation; use the manufacturer's office software (Trimble Business Center or Leica Infinity) to import the raw job file and review all observations for blunders
  2. Process the control setup, apply atmospheric and curvature/refraction corrections, and generate a final coordinate list; annotate any rejected shots with reason codes
  3. Export the coordinate file as a comma-delimited .csv (Point, N, E, Z, Description) and verify it imports correctly into both ArcGIS Pro (Add XY Data) and AutoCAD Civil 3D
Office workstation, manufacturer's office processing software, USB cable, raw data files from field lessons, ArcGIS Pro, AutoCAD Civil 3D (student license), export format reference sheetExported .csv imports without errors into ArcGIS Pro and Civil 3D; coordinate values match processed output within rounding—both imports verified by instructor for pass
12Instrument Care, Calibration Checks, and Error Sources10labStudents perform the standard two-peg test for line-of-sight error, check the horizontal circle index, and carry out daily cleaning and storage procedures per the manufacturer's maintenance guide.
  1. Execute the two-peg (collimation) test: set two stakes 50 m apart, level the instrument mid-way and at one end, record the line-of-sight error in seconds, and compare to the manufacturer's acceptable limit
  2. Check the plate bubble adjustment using the quarter-turn method and record whether the bubble requires adjustment; demonstrate correct field adjustment if out of tolerance
  3. Clean the optics using lens tissue and isopropyl alcohol only, inspect and clean the tribrach centering cone, and pack the instrument into the carrying case following the manufacturer's storage diagram
Total station, manufacturer's maintenance manual, two-peg test booking form, lens tissue, isopropyl alcohol, soft brush, instrument case, stakes and tape for test setupTwo-peg test results recorded and compared to spec; cleaning and storage observed by instructor—all steps performed in correct sequence for pass
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Total Station Theory Knowledge ExamWritten exam25%75% or higher (30 of 40 questions correct)A 40-question written examination covering EDM principles, angle measurement, atmospheric corrections, traverse theory, coordinate computation, and data collector operation. Questions are drawn from Lessons 1, 4, 5, 6, 9, and 12 content and mapped to NSPS CST Level 1 exam topics in measurement theory and instruments.
Standard met · Safety · Time · Quality/finish · Documentation
Traverse Skills DemonstrationSkills demonstration45%All four performance criteria rated Satisfactory by the evaluating instructorStudent independently occupies two traverse stations, measures angles by direct and reverse face, records distances, computes angular misclosure in the field, and stakes one design point from coordinates within 0.05 ft of design position. Evaluator uses a four-criterion rubric: instrument setup, field-book format, angular misclosure within tolerance, and stakeout accuracy.
Standard met · Safety · Time · Quality/finish · Documentation
Field and Lab Log PortfolioLog15%Minimum of 10 of 12 lesson logs submitted with complete entries; average score 75% or higher on the rubricStudents submit a bound or digital portfolio of all field books, booking forms, and lab computation sheets from Lessons 3 through 12. Each entry is evaluated for completeness (all required columns filled), legibility, correct units, and evidence of check procedures. The portfolio directly supports NSPS CST documentation standards.
Standard met · Safety · Time · Quality/finish · Documentation
Job-Site Safety CheckSafety audit15%Zero critical safety items missed; all PPE items confirmed; OSHA 10 card on fileBefore the final field session, the instructor conducts an unannounced inspection: student must demonstrate donning of Class II vest, hard hat, and safety glasses; produce a completed JHA for the site; and correctly identify the emergency action contact and nearest first-aid kit. Any failure on a critical item requires a repeat demonstration within 24 hours before further field work is permitted.
Standard met · Safety · Time · Quality/finish · Documentation
TEC-GIS45-05 Trade course

Construction Layout: Field Stakeout and Grade Control

146 hr · $1,750 COMPLIMENTARY

Students apply surveying principles to real construction sites by translating design drawings into physical control networks, setting stakes, and verifying grades for earthwork, utilities, and structures. Work integrates total station operation, GNSS, and differential leveling with blueprint reading and project documentation. This course directly supports NSPS CST Level 1-2 exam areas covering construction surveying, measurements, and computations.

Outcomes
Course text

Students apply surveying principles to real construction sites by translating design drawings into physical control networks, setting stakes, and verifying grades for earthwork, utilities, and structures. Work integrates total station operation, GNSS, and differential leveling with blueprint reading and project documentation. This course directly supports NSPS CST Level 1-2 exam areas covering construction surveying, measurements, and computations.

How the course runs. 12 blocks: Construction Site Safety and Coordination; Reading Civil Construction Drawings; Control Networks and Benchmark Recovery; Horizontal Layout: Building Corners and Batter Boards; Vertical Control: Differential Leveling for Grade; Slope Stakes and Earthwork Cross-Sections; Utility Layout: Centerline, Grade, and Invert Elevation; GNSS-Assisted Layout and Stake-Out; As-Built Surveying and Documentation; Machine Control and Grade-Checking Integration; Layout Computations and Error Analysis; Full Layout Simulation: Integrated Field Project.

What competent looks like. Perform horizontal and vertical control setup for a construction project using a total station and GNSS receiver, achieving closures within allowable tolerances specified in project documents. Read and interpret civil construction drawings—including plan-and-profile sheets, grading plans, and utility plans—and extract design coordinates and elevations needed for field stakeout. Stake building corners, offset lines, slope stakes, and utility centerlines using standard marking conventions and document each setup in a field book. Calculate cut and fill quantities from grade rod readings and cross-section notes, and verify earthwork progress against design grade. Identify and apply construction-site safety requirements, including OSHA excavation and struck-by hazards, PPE selection, and coordination with heavy equipment operators. Produce a complete layout package—field notes, stake-out report, and as-built sketch—meeting professional documentation standards required by the CST Level 1-2 credential.

Lessons · 12 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Construction Site Safety and Coordination10theoryStudents identify struck-by, caught-in, and excavation hazards on active construction sites and select the correct PPE and safe-positioning practices before entering any field session
  1. Watch and annotate OSHA 10 construction module video segments on excavation cave-in and struck-by hazards; students list one control measure per hazard on a T-chart
  2. Role-play a pre-task safety briefing: one student plays the survey crew chief, one the equipment operator, and one the safety monitor, using a printed job-hazard analysis form for a stakeout scenario
  3. Complete a written site-safety quiz and discuss answers as a class, correcting misconceptions about surveyor responsibilities near active machinery
OSHA 10 Construction Outreach materials, site-specific job-hazard analysis template, high-visibility vests, hard hats, safety glasses, steel-toed boots, printed struck-by statistics from OSHA publications100% completion of OSHA 10 Construction card (or documented equivalent from Course 1); written safety quiz score of 80% or higher required to enter any subsequent field session
2Reading Civil Construction Drawings12theoryStudents extract design coordinates, benchmark elevations, cut/fill notes, and utility offsets from a full set of civil construction drawings, listing at least eight design values with no interpretation errors
  1. Label a title block, legend, and plan-and-profile sheet on a sample road project drawing, identifying the datum, benchmark, and horizontal datum reference
  2. Given a grading plan with contour intervals, students highlight finished-grade contours, daylight lines, and swales, then write the finish-floor elevation for three proposed building pads
  3. Work in pairs to convert a utility plan's design stationing and offset text into a table of northing, easting, and invert elevations, checking agreement between plan and profile views
Full-size civil drawing set (road, grading, utility, and structural sheets), architect's and engineer's scales, drawing-markup pens, ASCE and APWA standard detail references, state DOT standard plan sheetsDrawing-reading worksheet: students correctly identify at least 12 of 15 design values (elevations, offsets, stationing, utility inverts) from unfamiliar drawings; 80% accuracy required
3Control Networks and Benchmark Recovery12fieldStudents locate existing project control monuments, verify their coordinates and elevations against record documents, and flag any discrepancy exceeding allowable tolerance before proceeding with layout
  1. Using a control map and description, students navigate to three simulated project control points on campus grounds, verify each with a total station and record measured vs. record coordinates
  2. Run a two-wire differential level loop from a known benchmark through three turning points and back, compute the closure error, and compare it against the allowable closure for third-order work
  3. Document discrepancies in a field book following NSPS field-note conventions: station, rod reading, HI, elevation, and a written narrative flag if any value is out of tolerance
Total station with tripods and tribrachs, automatic level, Philadelphia rods, field book, control point description sheets, flagging tape, plumb bobs, stake lath, NSPS CST Study Guide (control chapters)Level loop closure within third-order allowable limits; all three control points verified with coordinates recorded to 0.01 ft; field notes reviewed by instructor and signed off before next field session
4Horizontal Layout: Building Corners and Batter Boards14labStudents stake all four corners of a simulated building footprint using total station angle-and-distance layout, set batter boards at correct offsets, and verify squareness by diagonal check within 0.02 ft
  1. Calculate layout angles and distances from given design coordinates to four building corners using coordinate geometry (COGO), writing computations in a field book before touching the instrument
  2. Set up the total station over a control point, orient to azimuth, and stake each corner with a hub-and-tack; measure and record the actual vs. design distance and angle for each point
  3. Set batter boards at a uniform height above finish floor on offset from each corner, stretch string lines, and check squareness by measuring both diagonals, adjusting until within 0.02 ft
Total station, tribrach, tripod, prism and pole, 100 ft tape, wood lath, stakes, hubs and tacks, batter boards and crosspieces, string line, hand level, calculator, COGO computation sheetsAll four corners within 0.05 ft of design position; diagonal difference ≤ 0.02 ft; batter board elevations within 0.02 ft of design; instructor spot-checks two corners with independent measurement
5Vertical Control: Differential Leveling for Grade12labStudents establish a temporary benchmark (TBM) on a simulated job site and transfer finish-grade elevation to five grade stakes using differential leveling, with all stakes within 0.02 ft of design elevation
  1. Set a TBM on a stable object at a known elevation and compute the required height of instrument and rod readings needed to set stakes at three different finish-grade elevations given on a grading plan
  2. Run levels to five grade stakes placed at 50 ft intervals along a simulated road profile, recording backsight, foresight, HI, and grade-rod cut/fill for each
  3. Color-code stakes with blue crayon for cut and red crayon for fill, marking the amount on the lath in standard notation, then have a partner independently check two stakes with the level
Automatic level, Philadelphia rod with target, tripod, TBM plate, grade stakes and lath, crayon (blue and red), field book, calculator, grading plan sheet, Schofield 'Engineering Surveying' referenceAll five grade stakes within 0.02 ft of design elevation verified by instructor; field notes complete with HI carried correctly through all turning points; level loop closure within allowable limits
6Slope Stakes and Earthwork Cross-Sections14fieldStudents set slope stakes for a cut-and-fill road section using the trial-and-error method and record cross-section notes sufficient to compute end-area volumes
  1. Given a road design profile with side-slope ratios, students calculate trial slope-stake offsets for three stations using hand computations, sketching the cross-section geometry in the field book
  2. In the field, use a hand level, rod, and tape to locate the daylight point at each station by trial and error, setting a slope stake with correct cut/fill notation and offset from centerline
  3. From the recorded cross-section notes, compute end-area cut and fill volumes between two adjacent stations using the average-end-area method and compare computed quantities against a provided answer key
Hand level, Philadelphia rod, 100 ft tape, slope-stake computation sheets, field book, calculator, stakes and lath, blue/red crayon, road design cross-section sheets, Moffitt & Bossler 'Surveying' textbookSlope stakes set within 0.2 ft horizontally and 0.1 ft vertically of computed daylight point; end-area volume computed within 5% of answer key; field notes reviewed and signed by instructor
7Utility Layout: Centerline, Grade, and Invert Elevation12fieldStudents stake centerline hubs for a simulated storm drain run, mark pipe invert elevations on offset stakes, and verify that the design grade between manholes matches the plan within 0.02 ft per 100 ft
  1. Read a utility plan and profile sheet to extract manhole rim, invert-in, invert-out elevations and pipe slope, converting stationing to field coordinates using design data
  2. Set centerline hubs at each manhole location and at 25 ft intervals between manholes using the total station; place offset stakes at 5 ft offset with a cut note to pipe invert
  3. Verify the set grade by running a level loop along the offset stakes, recording measured invert cuts and comparing the computed pipe slope against design; flag any station that fails the 0.02 ft tolerance
Total station, level, prism pole, Philadelphia rod, field book, utility plan-and-profile sheets, offset stakes and lath, wire flags, crayon, tape, APWA standard utility detail sheetsCenterline hubs within 0.05 ft of design position; pipe invert marks within 0.02 ft of design elevation at all set points; correct offset notation on all lath; instructor verifies two random hubs
8GNSS-Assisted Layout and Stake-Out12labStudents use a GNSS RTK receiver loaded with design coordinates to stake out five design points, achieving horizontal accuracy within the manufacturer-specified RTK tolerance and recording fixed-solution quality flags
  1. Import a design coordinate file into the data collector, verify the project coordinate system and geoid model loaded, and confirm a fixed RTK solution before beginning stake-out
  2. Navigate to each of five design points using the data collector's stake-out routine, set a hub-and-tack at the cut-to position indicated by the receiver, and record the as-staked coordinates and solution quality
  3. Compare as-staked coordinates against design using a spreadsheet, compute horizontal residuals, and document any point exceeding tolerance with a note on whether a fixed solution was maintained
GNSS RTK rover and base (or NTRIP subscription), data collector with stake-out software, design coordinate CSV file, hubs and tacks, lath, field book, laptop with spreadsheet software, GNSS manufacturer reference manualAll five points staked with fixed RTK solution confirmed; horizontal residuals documented; at least four of five points within published RTK horizontal accuracy specification; spreadsheet comparison submitted
9As-Built Surveying and Documentation12labStudents conduct an as-built survey of a completed simulated structure, compare measured positions and elevations against design values, and produce a written deviation report identifying any non-conformances
  1. Measure the as-built corners of a previously staked simulated building pad using a total station, recording coordinates and elevations, then compare each to design values in a side-by-side table
  2. Check three utility invert elevations with a level against the design plan and document cut/fill differences on a printed as-built markup sheet using standard annotation symbols
  3. Write a one-page as-built deviation report listing each discrepancy, its magnitude, and a recommendation (accept, rework, or engineer review), using the field-book and office-computation conventions from NSPS CST study materials
Total station, level, rod, as-built markup sheet, design drawings, field book, laptop, spreadsheet or word-processing software, NSPS CST Study Guide (documentation chapters)All measured values recorded to 0.01 ft; deviation table complete with no blank cells; report correctly identifies at least 80% of instructor-planted non-conformances; professional writing standard met
10Machine Control and Grade-Checking Integration10demoStudents describe how GPS machine-control systems on graders and excavators use the same design surface model that surveyors create, and verify a machine-graded surface at five check points using a level and rod
  1. Instructor demonstrates (or shows manufacturer video) of a machine-control system loading a TIN design surface file and displaying cut/fill to the blade operator; students annotate a diagram showing the data flow from survey to machine
  2. Students check a finished graded area (or simulated area with known elevations) at five random points using a level and rod, recording as-graded elevation vs. design elevation
  3. Discuss tolerances: students compare the typical subgrade tolerance for road base with the tolerance for finish grade and explain in writing why each differs and what consequence an error has for the structure above
Level, rod, field book, printed TIN design surface diagram, machine-control system brochure or manufacturer reference video, calculator, grading planAnnotated data-flow diagram graded by instructor rubric (8/10 minimum); five grade checks recorded with correct arithmetic; written tolerance explanation demonstrates conceptual understanding
11Layout Computations and Error Analysis12theoryStudents perform traverse closure computations, compute layout coordinates by COGO, and determine whether a measured position is within the allowable tolerance for the project class
  1. Work through a four-sided closed traverse by hand: compute latitudes and departures, find the closure error and ratio, apply the compass rule adjustment, and compute adjusted coordinates for each vertex
  2. Use adjusted traverse coordinates as control to compute layout angles and distances to six design points using inverse and bearing-distance COGO, recording results in a stake-out sheet format
  3. Given a table of measured vs. design coordinates from a previous lab, classify each point as acceptable or non-conforming using a specified tolerance, and compute the root-mean-square error for the point set
Scientific calculator, computation worksheets, graph paper, NSPS CST Study Guide (computation chapters), Wolf & Ghilani 'Elementary Surveying' textbook, tolerance table from a state DOT specificationTraverse closure ratio computed correctly; all six layout stake-out distances within 0.01 ft of instructor answer key; RMS error computed correctly; overall computation worksheet score ≥ 80%
12Full Layout Simulation: Integrated Field Project14fieldStudents independently execute a complete construction layout assignment—control verification, building corner stakeout, grade stakes, and as-built check—producing a full documentation package meeting professional standards
  1. Each student or two-person team receives a design drawing set and a control point description; they write a layout plan specifying instrument setup sequence, safety considerations, and anticipated cut/fill before going to the field
  2. Execute the layout plan in the field: verify control, stake building corners with batter boards, set five grade stakes, and set two utility offset stakes; record all field notes in real time
  3. Return to the classroom and produce a complete documentation package: field notes, stake-out report with deviation table, a neat as-built sketch, and a written quality-control summary; submit for instructor review
Total station, level, rod, prism, data collector, field book, full design drawing set, stakes, hubs, tacks, lath, crayon, tape, PPE, laptop for report writing, NSPS CST Study GuideAll staked points within specified tolerances; field notes complete and legible; documentation package contains all required elements; instructor grades using a 20-point rubric—14/20 required to pass; safety briefing completed before field work
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Construction Layout Written ExamWritten exam25%75% or higher (30 of 40 questions correct)A 40-question exam covering blueprint reading, COGO computations, level-loop arithmetic, cut/fill notation, as-built tolerances, and NSPS CST Level 1-2 construction surveying exam content areas. Questions are drawn from the same topic areas as the CST examination blueprint to serve as mapped credential preparation.
Standard met · Safety · Time · Quality/finish · Documentation
Integrated Layout Skills DemonstrationSkills demonstration45%All critical elements rated Meets Standard or higher on the rubric; no more than one element rated Needs Improvement; 75% total rubric scoreThe instructor assigns an unfamiliar design scenario; the student independently sets up the total station over a control point, orients to azimuth, and stakes three building corners with batter boards within 0.05 ft of design position, demonstrating instrument handling, computation, and staking technique under real conditions.
Standard met · Safety · Time · Quality/finish · Documentation
Field Notes and Documentation LogLog15%9 of 12 lessons with complete, legible field notes signed by instructor; final documentation package scoring 14/20 on the rubricStudents maintain a bound field book throughout the course; the instructor reviews entries after each field or lab session for completeness, correct notation, and arithmetic checks. The cumulative log and the final integrated project documentation package are evaluated as a portfolio artifact.
Standard met · Safety · Time · Quality/finish · Documentation
Construction Site Safety CheckSafety audit15%100% on all critical safety behaviors; any critical failure requires immediate remediation and re-check before the student may continue field sessionsThe instructor uses a binary checklist to verify that the student arrives at each field session with correct PPE, completes a verbal job-hazard analysis identifying struck-by and excavation hazards, and positions themselves and their equipment outside the swing radius of any simulated machinery before beginning work.
Standard met · Safety · Time · Quality/finish · Documentation
TEC-GIS45-06 Trade course

Photogrammetry: Aerial and Close-Range Measurement

146 hr · $1,750 COMPLIMENTARY

Students learn to plan, fly, and process photogrammetric missions using UAS and ground control to produce georeferenced orthomosaics, point clouds, digital elevation models, and derived survey deliverables. Instruction covers the full workflow from mission design and field data collection through processing in industry-standard software and quality-control reporting. Competencies directly support FAA Part 107 airspace and operational rules, Esri ArcGIS Pro spatial-data integration, and NSPS CST survey measurement and mapping standards.

Outcomes
Course text

Students learn to plan, fly, and process photogrammetric missions using UAS and ground control to produce georeferenced orthomosaics, point clouds, digital elevation models, and derived survey deliverables. Instruction covers the full workflow from mission design and field data collection through processing in industry-standard software and quality-control reporting. Competencies directly support FAA Part 107 airspace and operational rules, Esri ArcGIS Pro spatial-data integration, and NSPS CST survey measurement and mapping standards.

How the course runs. 12 blocks: Photogrammetry Principles and the SfM Workflow; UAS Safety, Regulations, and Pre-Mission Planning; Camera Systems, Image Quality, and Ground Sample Distance; Ground Control Points: Design, Measurement, and Placement; Mission Planning Software and Automated Flight Execution; Introduction to SfM Processing Software; Dense Point Cloud, DSM, and Orthomosaic Generation; Quality Control: Checkpoints, Accuracy Reports, and ASPRS Standards; Integrating Photogrammetric Products in ArcGIS Pro; Close-Range Photogrammetry and Terrestrial Applications; Deliverable Packaging, Metadata, and Professional Reporting; Capstone Field Mission: End-to-End Photogrammetric Survey.

What competent looks like. Plan a photogrammetric UAS mission, including airspace authorization, site hazard assessment, ground control placement, and overlap/GSD calculations, to meet a specified accuracy requirement. Operate a multirotor UAS under Part 107 rules, collect nadir and oblique imagery with documented pre-flight and post-flight checklists, and verify data completeness in the field. Process raw imagery through a Structure-from-Motion pipeline (e.g., Agisoft Metashape or equivalent) to produce a georeferenced orthomosaic, dense point cloud, and digital surface model with a documented accuracy report. Import and analyze photogrammetric products in ArcGIS Pro to extract planimetric and elevation data, generate contours, and prepare a cartographic deliverable meeting client specifications. Apply quality-control procedures—including checkpoint residual analysis and visual inspection—to assess whether a photogrammetric dataset meets published accuracy standards such as ASPRS Positional Accuracy Standards for Digital Geospatial Data. Communicate survey findings by writing a professional field report that documents mission parameters, equipment, processing settings, accuracy results, and deliverable specifications.

Lessons · 12 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Photogrammetry Principles and the SfM Workflow10theoryStudents explain the geometry of stereo overlap, the structure-from-motion algorithm, and the sequence of steps from image capture to final deliverable.
  1. Lecture and annotated diagram exercise tracing a ray bundle through camera stations to a reconstructed 3-D point, labeling base-to-height ratio, overlap, sidelap, and convergence.
  2. Small-group reading and discussion of an ASPRS accuracy standards summary and an Esri ArcGIS Pro photogrammetry workflow guide, then each group presents one stage of the SfM pipeline to the class.
  3. Written concept map: students draw the full workflow (image acquisition → tie-point extraction → bundle adjustment → dense matching → DSM/orthomosaic export → GIS integration) and annotate each step with its purpose and a possible error source.
Whiteboard, ASPRS Positional Accuracy Standards for Digital Geospatial Data (publicly available PDF), Esri ArcGIS Pro documentation, Agisoft Metashape documentation, projectorExit quiz of 10 multiple-choice questions covering overlap geometry, SfM stages, and accuracy terminology; pass = 70%.
2UAS Safety, Regulations, and Pre-Mission Planning12theoryStudents apply FAA Part 107 operational rules, airspace classification, and OSHA UAS field-safety requirements to plan a compliant and safe photogrammetric mission.
  1. Instructor-led review of Part 107 subparts covering remote pilot certification, airspace authorizations (LAANC process), weather minimums, and waivers, with students completing a FAA aeronautical chart exercise to identify controlled airspace boundaries around a practice site.
  2. Hazard identification workshop: pairs receive a site photograph and list known hazards (power lines, people, structures, wildlife), then assign risk ratings and propose mitigations using a standard Job Hazard Analysis (JHA) form.
  3. Mock mission-planning exercise: each student completes a full mission-planning checklist including site coordinates, airspace check via FAA DroneZone, NOTAM review, emergency procedures, and crew briefing notes.
FAA Part 107 regulations (14 CFR Part 107), FAA aeronautical sectional charts, FAA DroneZone (online), JHA blank forms, OSHA UAS guidance publications, projectorGraded mission-planning checklist reviewed by instructor; all safety and regulatory fields must be complete and accurate; pass = 100% of mandatory fields correct.
3Camera Systems, Image Quality, and Ground Sample Distance10demoStudents calculate ground sample distance (GSD) for a given sensor, focal length, and altitude, and adjust camera settings to obtain properly exposed, sharp imagery for photogrammetric processing.
  1. Instructor demonstration: connect a UAS payload camera to a laptop, display EXIF metadata, and derive sensor width, focal length, and image dimensions, then walk through the GSD formula with three altitude scenarios.
  2. Hands-on calculation worksheet: students compute GSD, required altitude for a 2-cm target GSD, and overlap footprint dimensions for three different camera/altitude combinations, checking answers against each other.
  3. Controlled indoor demo flight: instructor hovers UAS at two altitudes over a printed calibration target; students photograph the camera live-feed and evaluate sharpness, exposure histogram, and motion blur, then record recommended shutter speed and ISO settings.
UAS with integrated camera (e.g., DJI Mavic 3 Enterprise or equivalent), laptop with image-viewing software, printed calibration target, GSD formula worksheet, EXIF viewer softwareCalculation worksheet scored by instructor; all three GSD problems must be within 5% of the correct answer; camera-setting recommendation must be justified in writing; pass = all items acceptable.
4Ground Control Points: Design, Measurement, and Placement14labStudents design a GCP/checkpoint network, measure point coordinates with a GNSS receiver to sub-decimeter accuracy, and document the control scheme in a field log.
  1. Pre-lab design exercise: given a site map, students plan a minimum GCP network using accepted distribution rules (corners plus interior), label each point, and calculate required accuracy for a 1:1000-scale deliverable.
  2. Field placement and measurement: student teams set printed GCP targets at planned locations on the campus grounds, occupy each target with an RTK GNSS receiver, collect sufficient occupation time per point, and record horizontal and vertical coordinates with estimated uncertainty.
  3. Field-log completion: each student fills in a standardized field log documenting GCP ID, target type, receiver model, observation time, solution type (fixed/float), and photo of each marked target.
RTK GNSS receiver (e.g., Trimble R2 or equivalent), printed checkerboard or wing GCP targets, field log forms, measuring tape, stakes, GNSS data-collection softwareInstructor verifies GNSS fixed solutions on all GCPs and reviews field log completeness; GCP horizontal positional uncertainty must be within the accuracy tier targeted for the mission; field log must be fully populated; pass = all GCPs with fixed solution and complete log.
5Mission Planning Software and Automated Flight Execution12labStudents configure a photogrammetric flight plan in mission-planning software to achieve a specified GSD and overlap, then execute the autonomous flight while maintaining Part 107 situational awareness.
  1. Software configuration lab: students open a mission-planning application (e.g., DJI Pilot 2, DroneDeploy, or equivalent), import the site boundary, set GSD target, front/side overlap percentages, and flight altitude, then review the calculated flight lines and estimated flight time before saving the plan.
  2. Pre-flight inspection drill: following the aircraft manufacturer's checklist and the instructor-provided UAS pre-flight inspection form, students inspect propellers, battery state, gimbal, compass calibration, and GPS lock on a grounded aircraft, documenting each item.
  3. Supervised autonomous flight: under direct instructor supervision and with a designated visual observer, each student acts as remote pilot in command, launches the planned mission, monitors telemetry and image-capture log, lands safely, and completes the post-flight log.
UAS (multirotor, camera-equipped), mission-planning software (tablet or laptop), pre-flight and post-flight inspection checklists, spare batteries, high-visibility vests, first aid kit, wind meter, UAS log bookInstructor signs off pre-flight checklist (all items checked), confirms image count matches planned captures, and reviews post-flight log; any unresolved safety item stops the flight; pass = complete pre/post logs, no uncorrected safety discrepancy, image capture ≥ 95% of planned frames.
6Introduction to SfM Processing Software12demoStudents import imagery into Agisoft Metashape (or equivalent), align photos, and generate an initial sparse point cloud while explaining each processing parameter's effect on output quality.
  1. Instructor-led walkthrough: open a pre-collected dataset in Metashape, demonstrate Add Photos, Align Photos (high accuracy), and inspect the sparse cloud and camera positions, pausing to explain tie-point count, reprojection error, and alignment failures.
  2. Parameter comparison exercise: students run Photo Alignment at two different accuracy settings on the same dataset, export both sparse clouds to a shared folder, and write a one-paragraph comparison of tie-point counts, processing time, and visual quality.
  3. Error diagnosis activity: instructor provides a dataset with a deliberately low-overlap area; students identify the gap in the camera network using the Metashape camera position view and propose a solution (re-fly, adjust overlap, use oblique imagery).
Workstations running Agisoft Metashape (or equivalent SfM software), pre-collected imagery dataset (provided by instructor), Metashape user manual, comparison worksheetStudents submit parameter comparison writeup and error diagnosis memo; writeup must correctly identify at least three parameter effects; diagnosis must identify the gap and propose a valid solution; pass = both documents acceptable per rubric.
7Dense Point Cloud, DSM, and Orthomosaic Generation14labStudents process a complete UAS image set through dense-matching, surface model building, and orthomosaic export stages, producing deliverables that meet a specified GSD and vertical accuracy target.
  1. Processing lab: using imagery collected during Lesson 5, students complete the full Metashape workflow—Build Dense Cloud (medium or high quality), Build DEM, Build Orthomosaic—documenting each setting in a processing log and noting estimated processing time.
  2. GCP import and optimization: students import the measured GCP coordinates from Lesson 4 into Metashape, mark targets on images, run optimization, and record pre- and post-optimization reprojection errors and GCP residuals in the processing log.
  3. Export and file management: students export the orthomosaic (GeoTIFF), DEM (GeoTIFF), and processing report (PDF) to a structured project folder following a naming convention provided by the instructor, then verify georeferencing by opening files in ArcGIS Pro and comparing to a basemap.
Workstations with Metashape and ArcGIS Pro, UAS imagery from Lesson 5, GCP coordinate file from Lesson 4, project folder template, processing log form, external hard drive for backupInstructor reviews processing log, exported files, and ArcGIS Pro screenshot showing alignment to basemap; GCP residuals must be within the accuracy tier claimed; all three deliverable files must open and display correctly; pass = log complete, residuals within spec, files verified.
8Quality Control: Checkpoints, Accuracy Reports, and ASPRS Standards12labStudents evaluate the positional accuracy of a photogrammetric dataset against independent checkpoints and classify the product using ASPRS accuracy standards.
  1. Checkpoint extraction: students open the orthomosaic and DEM in ArcGIS Pro, locate five reserved checkpoint targets (not used as GCPs), extract raster elevation values at each, and compare to GNSS-measured elevations, recording differences in a QC spreadsheet.
  2. Statistical analysis: students calculate RMSE for both horizontal and vertical components, use the ASPRS table to identify the accuracy class the dataset achieves, and flag any checkpoint exceeding the maximum allowed error for that class.
  3. Written QC memo: each student drafts a one-page quality-control memo addressed to a hypothetical client, summarizing mission parameters, processing settings, checkpoint statistics, ASPRS accuracy class achieved, and any recommended re-flight or reprocessing actions.
ArcGIS Pro, QC spreadsheet template, ASPRS Positional Accuracy Standards for Digital Geospatial Data (PDF), processed orthomosaic and DEM from Lesson 7, GNSS checkpoint coordinate fileInstructor checks spreadsheet calculations and memo; RMSE calculations must be mathematically correct; ASPRS classification must match the computed RMSE; memo must include all required sections; pass = calculations correct and memo complete per rubric.
9Integrating Photogrammetric Products in ArcGIS Pro14labStudents import orthomosaic and DEM products into ArcGIS Pro, generate contours and slope layers, extract planimetric features by heads-up digitizing, and symbolize results for a professional map layout.
  1. Data integration: students load the Lesson 7 orthomosaic and DEM into a new ArcGIS Pro project, set the correct coordinate reference system, and use the Contour tool to generate 0.5-m interval contours, inspecting them against the DEM for artifacts.
  2. Heads-up digitizing: using the orthomosaic as a backdrop, students digitize a set of assigned planimetric features (edge of pavement, building footprints, drainage features) as polygon and polyline feature classes, attributing each with a feature code.
  3. Map layout assembly: students create a print-ready map layout in ArcGIS Pro including title, north arrow, scale bar, legend, coordinate grid, and accuracy note, then export to PDF and submit alongside the ArcGIS Pro project file.
ArcGIS Pro (licensed workstations), processed orthomosaic and DEM, Esri ArcGIS Pro documentation, map layout template, digitizing feature-code listInstructor reviews the PDF map layout and ArcGIS Pro project; contour interval must be correct; digitized features must be attributed; layout must contain all required cartographic elements; pass = all elements present and spatially accurate per instructor rubric.
10Close-Range Photogrammetry and Terrestrial Applications12fieldStudents plan and execute a close-range photogrammetric survey of a structure or earthwork feature using a handheld camera, process the model, and extract dimensional measurements for a construction or inspection deliverable.
  1. Pre-field planning: students sketch a camera-station network around an assigned structure (wall, retaining structure, or stockpile), calculate required overlap and convergence angles, and list scale reference targets to be placed before shooting.
  2. Field image collection: student pairs photograph the assigned feature following their network plan, place and photograph coded scale bars or measured reference targets, and complete a field log documenting lighting conditions, number of images, and equipment used.
  3. Processing and measurement: students process the close-range dataset in Metashape, align using reference distances, export a textured mesh and point cloud, then use the Metashape measurement tools to extract at least three dimensions and compare them to tape-measure ground truth.
Digital camera or high-resolution smartphone camera, coded targets or scale bars, measuring tape, field log forms, Metashape on workstations, high-visibility vests, hard hats if near constructionStudents submit field log, processing log, and a table comparing photogrammetric measurements to tape-measure values; measurement discrepancies must be documented and explained; pass = all measurements within 2 cm of ground truth or discrepancy satisfactorily explained.
11Deliverable Packaging, Metadata, and Professional Reporting10theoryStudents compile a complete photogrammetric project deliverable package—including spatial data files, metadata records, processing report, and a client-facing summary—following professional standards.
  1. Metadata lecture and exercise: instructor reviews FGDC and ISO 19115 metadata concepts; students complete a metadata template for their Lesson 7 dataset, populating fields for lineage, accuracy, coordinate system, and contact information.
  2. Deliverable checklist workshop: using a sample client contract (provided by instructor), teams identify every deliverable required (orthomosaic, DEM, contours, accuracy report, metadata), confirm file naming and format requirements, and check their project folder against the list.
  3. Professional report drafting: each student writes a two-page project summary report structured as: project overview, equipment and methods, accuracy results, deliverable index, and limitations/recommendations; peer review is conducted in pairs before final submission.
FGDC metadata standard guide (publicly available), sample client contract template, deliverable checklist template, word processor, project files from prior lessonsInstructor grades metadata record completeness and project report using a rubric; all required metadata fields must be populated; report must include all five required sections with accurate data; pass = metadata ≥ 90% complete, report meets rubric on all sections.
12Capstone Field Mission: End-to-End Photogrammetric Survey14fieldStudents independently plan, execute, process, and deliver a photogrammetric survey of an assigned site, demonstrating mastery of all course competencies from mission planning through final deliverable package.
  1. Mission planning and pre-flight documentation: each student submits a complete mission plan including site sketch, airspace verification, GCP network design, equipment list, JHA, and weather-window selection to the instructor for approval before any field work begins.
  2. Field execution: under instructor supervision, students conduct the full field operation—deploying GCP targets, measuring GCPs with RTK GNSS, flying the autonomous mission, verifying image capture, and completing all checklists—then hand off the dataset for processing.
  3. Processing, QC, and deliverable submission: students process the dataset through the full SfM workflow, conduct checkpoint QC, integrate results in ArcGIS Pro, and submit a complete deliverable package (orthomosaic, DEM, contours, accuracy report, metadata, client summary report) within the allotted time.
UAS (instructor-assigned), RTK GNSS receiver, GCP targets, mission-planning software, Metashape, ArcGIS Pro, all standard checklists, PPE (high-visibility vest, hard hat if required by site), first aid kitInstructor evaluates deliverable package against a comprehensive rubric covering safety compliance, GCP accuracy, processing quality (residuals within spec), orthomosaic/DEM completeness, ArcGIS Pro integration, and report professionalism; pass = rubric score ≥ 75% with no safety violations.
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Photogrammetry Theory Knowledge ExamWritten exam25%70% or higher on a 50-question examA written closed-book exam covering SfM geometry, GSD and overlap calculations, Part 107 operational rules applicable to photogrammetric missions, ASPRS accuracy standards, and metadata requirements. Questions are drawn from lesson content and mapped to FAA Part 107 knowledge areas (airspace, weather, regulations) and NSPS CST measurement and mapping competencies.
Standard met · Safety · Time · Quality/finish · Documentation
End-to-End Processing Skills DemonstrationSkills demonstration45%Instructor rubric score of 75% or higher; GCP residuals and checkpoint RMSE within the accuracy tier claimedEach student processes a provided imagery dataset—importing GCPs, completing the full Metashape workflow, exporting deliverables, and loading them in ArcGIS Pro—while the instructor observes technique and reviews outputs. The demonstration assesses competencies aligned to Esri ArcGIS Pro spatial-data handling standards and NSPS CST mapping deliverable requirements.
Standard met · Safety · Time · Quality/finish · Documentation
Field and Processing Lab Log PortfolioLog15%All required entries present; no critical safety or accuracy omission; overall score ≥ 75% on completeness and accuracy rubricStudents compile a portfolio of all field logs, pre-flight and post-flight checklists, GNSS observation records, processing logs, QC spreadsheets, and metadata records produced across the lab and field lessons. The portfolio is reviewed for completeness, internal consistency, and professional formatting as required by NSPS CST technician documentation standards.
Standard met · Safety · Time · Quality/finish · Documentation
UAS Pre-Flight Safety Check PracticalSafety audit15%100% of mandatory safety items correctly completed with no critical item missed or bypassedEach student performs a full UAS pre-flight inspection and Part 107 compliance check on a grounded aircraft while the instructor evaluates each step against the manufacturer checklist and the class JHA form. Any missed critical safety item (battery state, propeller condition, airspace authorization) results in an automatic fail and a required remediation before the student may participate in any further flight activity.
Standard met · Safety · Time · Quality/finish · Documentation
TEC-GIS45-07 Trade course

Hydrography Introduction: Waterway Measurement and Aquatic Surveying

146 hr · $1,750 COMPLIMENTARY

Students learn the principles and field techniques of hydrographic surveying, including single-beam echo sounder operation, tidal and water-level correction, bottom sediment classification, and basic hydrographic data processing for navigation charts and floodplain mapping. The course emphasizes waterside safety, vessel operation awareness, and integration of GNSS positioning with depth measurement. Lessons build toward a complete single-beam survey of a local water body with processed deliverables.

Outcomes
Course text

Students learn the principles and field techniques of hydrographic surveying, including single-beam echo sounder operation, tidal and water-level correction, bottom sediment classification, and basic hydrographic data processing for navigation charts and floodplain mapping. The course emphasizes waterside safety, vessel operation awareness, and integration of GNSS positioning with depth measurement. Lessons build toward a complete single-beam survey of a local water body with processed deliverables.

How the course runs. 12 blocks: Hydrographic Surveying: Scope, Standards, and Waterside Safety; Acoustics and Echo Sounder Principles; Echo Sounder Hardware: Setup, Calibration, and Bar Check; GNSS Integration and Vessel Positioning for Hydrography; Tides, Datums, and Water-Level Correction; Survey Line Planning and Coverage Design; Field Operations: Single-Beam Survey Execution; Hydrographic Data Processing: Cleaning and Sound-Velocity Correction; Tidal Correction Application and Datum Transformation; Sounding Sheet and Depth Contour Deliverables; Sediment Classification and Backscatter Interpretation; Hydrographic Field Report: Documentation, Metadata, and Presentation.

What competent looks like. Operate a single-beam echo sounder integrated with GNSS to collect depth profiles accurate to published IHO Order 1 position and depth tolerances. Apply tidal gauge or staff-gauge water-level corrections to raw sounding data to reduce observations to a consistent chart datum. Process and export hydrographic point clouds in CARIS Ping-to-Chart or equivalent software to produce a corrected sounding sheet and depth contour map. Identify and mitigate waterside hazards including vessel traffic, cold-water immersion, and unstable banks following OSHA general industry guidance and U.S. Coast Guard small-vessel safety requirements. Classify bottom sediment returns using backscatter amplitude and correlate results with a grab-sample field log. Produce a hydrographic field report meeting basic NOAA hydrographic survey specification structure, including metadata, data-quality indicators, and a datum-referenced sounding sheet.

Lessons · 12 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Hydrographic Surveying: Scope, Standards, and Waterside Safety10theoryStudents state the purpose and major applications of hydrographic surveying and identify applicable IHO, NOAA, and USACE standards, and demonstrate waterside PPE donning and pre-survey vessel safety checks.
  1. Lecture and guided notes on IHO S-44 survey orders, NOAA hydrographic survey specifications overview, and USACE Engineering Manual hydrographic survey guidance; students complete a standards comparison table
  2. Case-study review of three real NOAA hydrographic survey reports (available at noaa.gov); students annotate the metadata and datum reference sections and discuss how standards shaped deliverables
  3. Waterside safety drill: instructor demonstrates PFD selection and donning, cold-water immersion self-rescue posture (HELP position), vessel pre-departure checklist, and man-overboard response; students practice in pairs and complete a written checklist
IHO S-44 Edition 6 (free download, iho.int), NOAA Hydrographic Survey Specifications and Deliverables document (free, oceanservice.noaa.gov), USACE EM 1110-2-1003 (Hydrographic Surveying), Type III PFDs, vessel safety checklist template, whiteboardStudents score 80% or higher on a 20-question open-notes quiz covering IHO survey orders, NOAA datum requirements, and waterside safety protocols; PFD donning completed correctly within 60 seconds as observed by instructor
2Acoustics and Echo Sounder Principles10theoryStudents explain how a single-beam echo sounder measures water depth using acoustic pulse travel time and apply the speed-of-sound correction formula given water temperature, salinity, and pressure inputs.
  1. Illustrated lecture on acoustic pulse generation, transducer beam width, two-way travel time, and the effects of temperature, salinity, and pressure on sound velocity; students build a concept map linking each variable to its effect on measured depth
  2. Worked-problem set: given a table of water temperature and salinity readings at three stations, students calculate corrected sound velocity using the simplified Mackenzie equation and determine the depth error introduced by using the default 1500 m/s factory setting
  3. Side-by-side comparison demo: instructor replays two archived echo sounder datasets from the same transect—one with correct sound velocity, one with default—and students measure the depth discrepancy at five points using processing software
Projected echo sounder manufacturer manual (any current single-beam unit), Mackenzie sound-velocity equation reference card (instructor-prepared), archived echo sounder data files, laptop with free HYPACK Lite or equivalent viewer, calculatorStudents correctly solve all five sound-velocity correction problems on a graded worksheet with less than 0.05 m error per answer; conceptual diagram labeled correctly for 80% of components
3Echo Sounder Hardware: Setup, Calibration, and Bar Check12demoStudents set up a single-beam echo sounder on a survey vessel, perform a bar check to verify depth accuracy at two reference depths, and document calibration results in a field log.
  1. Instructor demonstrates transducer mounting, draft offset measurement, cable routing, and unit power-up sequence; students follow along with a setup checklist and record transducer draft offset for a simulated vessel configuration
  2. Guided bar check exercise at a dock or shallow pool: lower a calibration plate (bar) to 2 m and 5 m depths marked on a graduated line; students read the sounder display, compare to plate position, apply any offset in software, and repeat until readings agree within 0.05 m
  3. Students complete a calibration record form following the NOAA bar check documentation format, note environmental conditions (water temp, time, personnel), and flag any sounder anomaly for instructor review
Single-beam echo sounder with transducer (instructor-provided unit), calibration bar and graduated suspension line, vessel or dock with calm water access, transducer mounting bracket, laptop with acquisition software, NOAA bar check form template, waterproof field notebookBar check record shows final depth readings within 0.05 m of plate position at both reference depths; setup checklist completed in correct sequence with no safety steps skipped; instructor signs off on calibration record
4GNSS Integration and Vessel Positioning for Hydrography12labStudents configure a GNSS receiver for RTK or SBAS positioning, measure and enter antenna offset and vessel geometry parameters, and verify that position accuracy meets IHO Order 1 horizontal requirements during a stationary test.
  1. Review of RTK and SBAS positioning modes (building on Course 3 GNSS knowledge); students set up a survey-grade GNSS receiver on a simulated vessel platform, enter the antenna height and horizontal offset from transducer face, and confirm solution type in acquisition software
  2. Static accuracy test: occupy a known control point on the dock for 10 minutes, log positions, export to spreadsheet, and calculate mean and standard deviation of northing and easting; compare to IHO Order 1 horizontal uncertainty requirement
  3. Students configure NMEA output sentences (GGA, VTG) from the GNSS receiver to feed the echo sounder acquisition software and verify that time-stamped position appears correctly on the track-line display
Survey-grade GNSS receiver with antenna, RTK base or CORS network subscription (or SBAS-capable unit), acquisition software on laptop, known control benchmark at dock, NMEA cable or Bluetooth adapter, IHO S-44 horizontal uncertainty table (printed reference)Student's static test demonstrates 2D RMS position error ≤ IHO Order 1 threshold at a stated confidence level (as specified in IHO S-44 Ed. 6); NMEA feed confirmed by instructor to display valid GGA sentence with fix type ≥ 4 (SBAS) or ≥ 4 (RTK float/fixed)
5Tides, Datums, and Water-Level Correction12theoryStudents explain the relationships among common vertical datums used in hydrography (MLLW, NAVD 88, IGLD 85), read a tidal gauge record, and apply a zonal tidal correction to a set of practice soundings to reduce them to MLLW.
  1. Lecture with NOAA CO-OPS datum diagrams: instructor explains MLLW, MLW, MHW, NAVD 88, and IGLD 85 (Great Lakes); students sketch a datum stack diagram and annotate the relationships, then locate the nearest CO-OPS tidal station for a supplied survey area using tidesandcurrents.noaa.gov
  2. Students download a 24-hour water-level record from NOAA CO-OPS for a practice station, import it into a spreadsheet, and plot the tidal curve; instructor demonstrates the zonal correction method (linear interpolation between gauge readings by time)
  3. Correction exercise: given a table of 30 soundings with timestamps and a co-located tide gauge record, students calculate the water-level correction for each sounding and compute the corrected depth referenced to MLLW; results checked against instructor answer key
NOAA CO-OPS website access (tidesandcurrents.noaa.gov), sample tidal gauge CSV download, spreadsheet software, datum diagram handout (instructor-prepared from NOAA CO-OPS documentation), NOAA Tidal Datum FAQ referenceTidal correction exercise graded: 90% of corrected depths within 0.03 m of answer key; datum stack diagram labeled correctly for all five datums; student can verbally explain MLLW vs. NAVD 88 distinction when questioned by instructor
6Survey Line Planning and Coverage Design10theoryStudents design a hydrographic survey plan for a given water body by calculating line spacing to achieve full-coverage sounding density consistent with IHO survey order requirements and export a line plan to acquisition software.
  1. Lecture on full-bottom search concepts, line spacing formulas based on water depth and beam width, cross-check line layout, and sounding density requirements from IHO S-44; students work through two sample scenarios calculating line spacing for Order 1 and Order 2 requirements
  2. Students use QGIS (from Course 2) to import a georeferenced chart or orthophoto of a local water body, digitize the survey area polygon, and generate parallel survey lines at the calculated spacing using the Survey Lines plugin or equivalent; they export lines as a shapefile
  3. Import the shapefile into the echo sounder acquisition software (HYPACK or equivalent); students configure line sequencing, set turn radius and vessel speed assumptions, and print the completed line plan with coordinate listing for field use
QGIS with Survey Lines or Line Generator plugin, georeferenced chart or orthophoto of local water body, HYPACK Lite or acquisition software, IHO S-44 line spacing reference table, printer for field plan, USB driveSubmitted line plan reviewed by instructor: line spacing within 5% of calculated value for stated IHO order; lines cover the full survey polygon with no unplanned gaps; export successful and readable in acquisition software
7Field Operations: Single-Beam Survey Execution20fieldStudents execute a planned single-beam hydrographic survey of a local water body, maintaining vessel speed within limits, following planned survey lines within allowable cross-track error, and recording field notes for all anomalies.
  1. Pre-departure safety brief: instructor leads vessel pre-departure checklist, weather and current assessment, communication plan, and emergency contacts; students don PFDs and confirm all equipment is secured before casting off
  2. Students take turns operating vessel navigation display to follow planned lines (cross-track error monitored on acquisition software), trigger bar check at start and end of session, and monitor real-time sounding display for data gaps or anomalies; instructor observes and debriefs each operator rotation
  3. Students maintain a real-time field log noting time stamps for line starts/ends, any equipment interruptions, observed hazards (debris, vessel traffic, shallow areas), and weather conditions; log is submitted with raw data files at end of day
Survey vessel with single-beam echo sounder and integrated GNSS, acquisition software laptop (waterproofed or in case), PFDs for all crew, VHF marine radio, first aid kit, waterproof field notebook, tide staff or nearby CO-OPS station data, USB backup drivesInstructor evaluates field performance using a rubric: ≥ 90% of planned survey lines completed, cross-track error ≤ stated tolerance for the acquisition software line guidance, bar check completed at start and end, field log includes all required entries; any unsafe behavior stops the exercise
8Hydrographic Data Processing: Cleaning and Sound-Velocity Correction14labStudents import raw single-beam sounding files into processing software, apply sound-velocity and draft corrections, identify and flag outlier soundings using statistical and visual inspection methods, and export a cleaned sounding dataset.
  1. Instructor demonstrates import of raw .hsx or equivalent files into HYPACK or CARIS Ping-to-Chart (or freeware equivalent); students import their own field data, verify vessel track, and confirm that GNSS position records match sounding timestamps within one second
  2. Students apply measured sound-velocity correction (from Lesson 2 calculations or a field cast file) and the vessel draft offset; they use the software's noise filter and manual spike editor to flag soundings that deviate more than a set threshold from adjacent readings, documenting each edit with a reason code
  3. Students export the cleaned dataset as an ASCII XYZ file and a shapefile of the vessel track, then generate a printed sounding summary table showing total soundings collected, soundings rejected, and rejection percentage
HYPACK Lite or CARIS Ping-to-Chart (academic license or trial), student field data from Lesson 7, sound-velocity cast file or calculated correction value, processing lab worksheet, laptop, USB driveProcessed dataset reviewed by instructor: draft and sound-velocity corrections applied and documented; spike edits have reason codes; rejection rate flagged for instructor review if above 5%; export files open correctly in QGIS or equivalent
9Tidal Correction Application and Datum Transformation12labStudents apply zonal tidal corrections to their cleaned sounding dataset, transform reduced soundings to MLLW or the applicable chart datum, and verify the corrected depths against any available check lines or independent depth references.
  1. Students import the CO-OPS tide gauge record (or staff gauge readings from field day) into the processing software tide editor, verify the time zone and datum offset, and run the automated zonal correction on all cleaned soundings
  2. Instructor demonstrates datum transformation workflow: applying the separation model or known offset between the tide gauge datum and MLLW; students execute the transformation and review a statistical summary of depth corrections applied
  3. Cross-check verification: students compare corrected depths at cross-line intersections using the software's cross-line analysis tool; calculate the mean difference and standard deviation and compare to IHO allowable uncertainty for the applicable survey order; document results in their lab log
CO-OPS tide gauge data (downloaded CSV), HYPACK or CARIS processing environment with tide editor, datum offset documentation for local gauge (NOAA CO-OPS), IHO S-44 total vertical uncertainty table, student field data from Lesson 8Cross-line analysis shows mean depth difference within IHO Order 1 or Order 2 total vertical uncertainty threshold (appropriate to stated project order); tidal correction log shows correct time-zone assignment and gauge datum entry; instructor reviews and signs lab log page
10Sounding Sheet and Depth Contour Deliverables12labStudents produce a final hydrographic sounding sheet and depth contour map from corrected data using GIS and hydrographic software, meeting basic NOAA chart symbology conventions.
  1. Students import the corrected XYZ sounding file into ArcGIS Pro (from Course 2 skills); create a TIN or kriging interpolated raster from the depth values; generate depth contours at an appropriate interval for the project scale; symbolize contours following NOAA nautical chart style guidelines
  2. Students place soundings as labeled point features on the map using NOAA sounding density guidelines (thinning to avoid overplotting); add chart border, scale bar, north arrow, datum note (MLLW), projection information, and data source/date block following a provided template
  3. Peer review: students exchange map layouts, check each other's datum labels, projection metadata, and contour interval labels against a grading rubric, then revise before final submission
ArcGIS Pro (institutional license), corrected XYZ dataset from Lesson 9, NOAA Chart User's Manual (free, coast.noaa.gov) for symbology reference, map layout template (instructor-provided), color printer or PDF exportSounding sheet and contour map reviewed against rubric: datum and projection labeled correctly, contour interval appropriate to depth range, sounding density follows NOAA guidelines, all required marginalia present; minimum passing score 80% of rubric points
11Sediment Classification and Backscatter Interpretation10demoStudents interpret single-beam backscatter amplitude records and correlate them with a grab-sample field log to classify bottom sediment type (soft, mixed, hard) for at least three zones in a sample dataset.
  1. Illustrated lecture on acoustic backscatter: how bottom hardness and roughness affect first-return amplitude and secondary echoes; instructor displays sample echo gram prints showing soft mud, sand, and rock signatures side by side
  2. Students examine a provided archive echo gram dataset (printed or on-screen) and annotate sediment zone boundaries with colored markers; they document amplitude characteristics and assign sediment class codes from a NOAA sediment classification reference table
  3. Correlation exercise: students receive a grab-sample log with GPS positions and USCS sediment descriptions from the same survey area; they plot sample positions on a base map, compare field classifications to their echo gram interpretations, and calculate the percentage agreement between acoustic and physical classification
Printed echo gram sample set (instructor-assembled from public NOAA field records), NOAA or USACE sediment classification reference table, grab-sample log (instructor-prepared example), base map printout, colored pencils, calculatorSediment zone annotation checked by instructor: ≥ 80% of zone boundaries placed within the correct echo gram region; correlation exercise shows sediment class agreement ≥ 70%; student can orally explain one mismatched classification when questioned
12Hydrographic Field Report: Documentation, Metadata, and Presentation12practiceStudents compile a complete hydrographic field report following the NOAA Hydrographic Survey Specifications and Deliverables outline, including metadata, data-quality statement, tidal correction summary, and corrected sounding deliverable, and present findings orally.
  1. Students organize all project documentation into the required NOAA report structure sections: project overview, vessel and equipment records, processing log, tidal correction summary, data-quality assessment (cross-line statistics), and appendices of raw data files; instructor reviews draft outline before writing begins
  2. Students write the data-quality statement by populating a standard form with their actual cross-line mean difference, standard deviation, total soundings collected, rejected, and percentage coverage of the survey polygon; they compare their values to IHO Order 1 thresholds and state whether the survey meets or does not meet the standard
  3. Oral presentation (10 minutes per student): student presents the survey area map, methodology, data-quality results, and one recommendation for improving coverage or accuracy; class asks at least two questions; instructor grades using a presentation rubric
NOAA Hydrographic Survey Specifications and Deliverables (current edition, free online), student project files from all previous lessons, word processor, ArcGIS Pro for final map, presentation software, rubric (instructor-prepared)Written report graded on rubric: all required sections present, data-quality form completed with actual values, conclusion accurately states IHO compliance; minimum passing score 80%; oral presentation graded separately—student must correctly answer at least one of two instructor questions about methodology or data quality
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Hydrography Written Knowledge ExamWritten exam25%80% correct (40 of 50 questions)A 50-question multiple-choice and short-answer exam covering acoustic depth measurement principles, IHO S-44 survey orders and tolerances, tidal datums, sound-velocity correction, GNSS integration, sediment classification, and NOAA report structure; administered under closed-book conditions after Lesson 6.
Standard met · Safety · Time · Quality/finish · Documentation
Field Survey Skills DemonstrationSkills demonstration45%Instructor checklist: all critical steps marked satisfactory; ≥ 90% of planned lines completed within allowable cross-track error; no safety protocol violationsDuring the Lesson 7 field session, each student is evaluated individually on vessel departure safety brief, echo sounder setup and bar check execution, line-following accuracy, field log completeness, and anomaly response; a single critical safety failure (e.g., operating without PFD) results in an automatic fail and a mandatory remediation day.
Standard met · Safety · Time · Quality/finish · Documentation
Processing and Deliverables Lab LogLog15%80% of rubric points across all lab log entriesStudents maintain a running lab log (digital or waterproof paper) for Lessons 3, 4, 8, 9, and 10; each entry must include date, personnel, equipment settings, corrections applied, quality statistics, and a signed instructor verification; the complete log is submitted with the final field report and graded holistically on accuracy, completeness, and traceability of data edits.
Standard met · Safety · Time · Quality/finish · Documentation
Waterside and Vessel Safety CheckSafety audit15%100% of critical safety items correct; any critical failure requires immediate remediation before student may continue field activitiesConducted at the beginning of Lesson 7 and repeated unannounced once during the course: instructor uses a standardized checklist to verify correct PFD selection and donning, vessel pre-departure checklist completion, communication plan execution, knowledge of man-overboard response steps, and correct identification of the nearest emergency contact and access point for the survey site.
Standard met · Safety · Time · Quality/finish · Documentation
TEC-GIS45-08 Trade course

Cartography: Map Design and Production for GIS and Surveying

146 hr · $1,750 COMPLIMENTARY

Students learn professional cartographic principles and apply them using Esri ArcGIS Pro and open-source tools to produce publication-quality maps for surveying, land management, and drone-data applications. Topics span coordinate systems, symbology, layout design, map series, and quality control, with direct alignment to Esri ArcGIS Pro certification objectives and NSPS CST Level 1-2 map-reading and drafting competencies. Emphasis is placed on accuracy, visual clarity, and professional documentation standards required in real project workflows.

Outcomes
Course text

Students learn professional cartographic principles and apply them using Esri ArcGIS Pro and open-source tools to produce publication-quality maps for surveying, land management, and drone-data applications. Topics span coordinate systems, symbology, layout design, map series, and quality control, with direct alignment to Esri ArcGIS Pro certification objectives and NSPS CST Level 1-2 map-reading and drafting competencies. Emphasis is placed on accuracy, visual clarity, and professional documentation standards required in real project workflows.

How the course runs. 12 blocks: Cartographic Fundamentals and Map Types; Coordinate Reference Systems and Map Projections; Safety in the Cartography Office and Field Data Handling; Symbology and Color Theory for Maps; Typography and Label Placement; Map Layout, Marginalia, and Grid Design; Map Series and Automated Multi-Sheet Production; Integrating Drone Orthomosaics and Point-Cloud Data; Topographic and Contour Mapping; Cartographic Quality Control and Metadata; Map Export, Printing, and Digital Delivery Standards; Cartography Portfolio Project and Review.

What competent looks like. Apply cartographic design principles—including symbology, color theory, typography, and hierarchy—to produce clear, accurate, publication-quality maps in ArcGIS Pro. Select and configure appropriate coordinate reference systems and map projections for a given geographic extent and intended use. Build and manage map layouts, data frames, grids, marginalia, and map series (Data Driven Pages / Map Series) in ArcGIS Pro. Perform cartographic quality control, including feature validation, symbol consistency, metadata review, and export to print and digital formats. Integrate drone-derived orthomosaics and photogrammetric point-cloud data as cartographic source layers, applying appropriate classification and display settings. Demonstrate safe and professional field and office practices when handling geospatial data, citing proper attribution, datum references, and datum transformation warnings.

Lessons · 12 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Cartographic Fundamentals and Map Types10.5theoryStudents identify and distinguish the major map types used in surveying and GIS work and explain the core elements every professional map must contain.
  1. Annotate a set of five sample maps (topographic, cadastral, orthophoto, thematic, nautical) identifying title, north arrow, scale bar, legend, neatline, and datum note on each.
  2. Class discussion comparing how a cadastral plat, a USGS 7.5-minute quadrangle, and a drone-produced orthomosaic sheet differ in purpose, audience, and required marginalia.
  3. Short written response (one page) describing which map type and marginalia would be required for a client deliverable after a boundary survey, citing at least two NSPS CST references.
Sample USGS quadrangles, county parcel maps, FAA sectional chart excerpt, ArcGIS Pro installed workstation, NSPS CST Study Guide Levels 1-2, Esri 'Cartography' MOOC materialsStudents correctly label all required map elements on a new sample map and answer a 10-question written quiz; pass = 80% correct.
2Coordinate Reference Systems and Map Projections13theoryStudents select an appropriate map projection and coordinate reference system for a given survey area and correctly configure it in ArcGIS Pro.
  1. Lecture and slides comparing conformal, equal-area, and equidistant projections; students match six real project scenarios to a recommended projection and justify the choice in writing.
  2. ArcGIS Pro exercise: reproject a statewide shapefile from Geographic (NAD 83) to State Plane (US Feet) and to UTM, record differences in scale distortion using the Measure tool, and document findings in a lab notebook.
  3. Pair exercise: one partner sets an incorrect projection on a map document; the other diagnoses the problem using layer properties and the Project tool, then corrects it and explains the datum transformation warning message.
ArcGIS Pro, EPSG registry reference (epsg.io), NOAA State Plane zone map, NAD 83 / WGS 84 fact sheet, lab notebooksStudents produce a correctly projected map document with matching data frame CRS, scale bar in correct units, and a one-paragraph written explanation; instructor checks for correct projection choice and absence of datum mismatch warnings. Pass = all three criteria met.
3Safety in the Cartography Office and Field Data Handling6.5theoryStudents apply OSHA general-industry ergonomic guidelines for workstation setup and identify data-security practices that protect client geospatial data.
  1. Workstation ergonomics self-audit using OSHA computer workstation checklist; each student adjusts monitor height, chair, and keyboard tray and photographs before-and-after setup.
  2. Scenario discussion: client survey data is accidentally shared to a public cloud folder—students write a four-step incident response procedure covering notification, containment, and prevention.
  3. Review of electrical safety for field GPS and drone charge stations: students label which extension cord gauge is required for a given wattage load and identify the correct GFCI protection requirement for outdoor use.
OSHA computer workstation eTool printout, sample data-sharing incident report form, electrical load reference chart, PPE kit (safety glasses, high-visibility vest) for any field componentCompleted ergonomics checklist signed by instructor and a written data-security procedure reviewed for completeness; both items must be present and complete to pass.
4Symbology and Color Theory for Maps13demoStudents apply appropriate symbology and accessible color schemes to vector and raster layers in ArcGIS Pro to communicate spatial information clearly and without ambiguity.
  1. Instructor-led demonstration of ArcGIS Pro Symbology pane: single symbol, unique values, graduated colors, graduated symbols, and proportional symbols applied to a parcel and road dataset.
  2. Students reproduce the demonstration on their own dataset, then apply ColorBrewer-recommended sequential and diverging palettes and test their map for color-vision-deficiency accessibility using an online simulator.
  3. Critique session: each student prints or screen-shares their map; peers identify any symbol-hierarchy violations (e.g., background features more visually prominent than foreground) and suggest corrections.
ArcGIS Pro, ColorBrewer2.org reference, Coblis color-blindness simulator (online), ESRI symbol style files, county parcel geodatabase, color printer or large-format plotterInstructor evaluates final symbology using a five-criterion rubric (hierarchy, legibility at print scale, accessibility, consistency, correct legend entries); pass = 4 of 5 criteria scored satisfactory.
5Typography and Label Placement10.5demoStudents configure rule-based labeling and annotation in ArcGIS Pro that follows standard cartographic type-placement conventions for features including roads, parcels, water bodies, and elevation points.
  1. Instructor demonstrates Maplex Label Engine settings including offset, buffer, placement zones, stacking, and conflict resolution on a topographic dataset.
  2. Students apply rule-based labels to a road centerline layer (name above line, parallel to feature) and a parcel layer (area-fill, horizontal, clipped to polygon), then convert labels to annotation for fine-tuned placement.
  3. Students find and fix five deliberate labeling errors introduced by the instructor into a prepared map document (overprinting, reversed curve, unreadable font size, duplicate labels, water-body label placed on land).
ArcGIS Pro with Maplex Label Engine enabled, sample topographic geodatabase, ICA (International Cartographic Association) label placement reference handout, annotation feature class templateCompleted annotated map reviewed by instructor against a label-placement checklist; pass = no overprinting, correct placement convention for each feature type, minimum legible font size maintained. Pass = checklist score ≥ 80%.
6Map Layout, Marginalia, and Grid Design15labStudents build a complete, print-ready map layout in ArcGIS Pro including data frame, title, legend, north arrow, scale bar, graticule or grid, inset map, and proper source citation block.
  1. Students set up a new layout at ANSI D sheet size (22 × 34 in), insert a data frame at a specified representative fraction, and place all required marginalia elements using ArcGIS Pro Layout view.
  2. Students add a measured grid (State Plane ticks and labels) and an inset locator map showing the project area within its county, then configure the inset extent indicator rectangle.
  3. Peer exchange: partners swap map documents and complete a standardized marginalia checklist (12 items); discrepancies are discussed and corrections made before submission.
ArcGIS Pro, ANSI D sheet template file, county boundary shapefile, north arrow SVG library, large-format plotter or PDF export, marginalia checklist formPrinted or plotted map layout evaluated against the 12-item marginalia checklist; all 12 items must be present and correctly formatted. Pass = 11 of 12 items correct.
7Map Series and Automated Multi-Sheet Production13labStudents configure a spatial map series in ArcGIS Pro to automatically generate a multi-sheet index map and tile sheets from a single layout template.
  1. Students create a grid index feature class over a project area, then enable Map Series (formerly Data Driven Pages) linking the layout to the index layer so each sheet shows a different tile with auto-updated extent, page name, and page number.
  2. Students configure dynamic text elements so the sheet title, scale bar, and coordinate labels update automatically for each page, then export all pages to a single multi-page PDF.
  3. Students add a key/overview sheet showing all tile extents and test the PDF in Adobe Reader to verify correct page order, bookmarks, and that no tile is missing or duplicated.
ArcGIS Pro, project-area polygon, grid index toolbox, Adobe Acrobat Reader, large-format plotter (optional for sample sheets)Instructor opens the exported PDF and verifies correct tile count, dynamic text accuracy on three randomly selected sheets, and presence of overview sheet. Pass = all tiles present, dynamic text correct on all checked sheets, overview sheet accurate.
8Integrating Drone Orthomosaics and Point-Cloud Data15labStudents import a drone-derived orthomosaic and classified LiDAR or photogrammetric point-cloud dataset into ArcGIS Pro, apply appropriate display settings, and incorporate the layers into a cartographic product.
  1. Students georeference verification: compare orthomosaic ground control point coordinates with the survey-grade GNSS values used during flight; document any residual error and note its effect on map accuracy.
  2. Students classify a point-cloud scene layer using ArcGIS Pro Scene Viewer (ground, vegetation, structure classes), derive a bare-earth DEM, and apply a hillshade renderer; add the hillshade as a base layer beneath the orthomosaic in the layout.
  3. Students overlay cadastral parcel boundaries on the orthomosaic, adjust transparency so both layers read clearly, and add a data-source citation in the margin noting the drone collection date, GSD, and coordinate system.
ArcGIS Pro, sample drone orthomosaic (GeoTIFF), LAS or LAZ point-cloud file, parcel shapefile, GNSS control-point CSV, Scene Layer Package toolboxSubmitted layout with all three layers visible and properly cited; instructor checks that hillshade and orthomosaic composite reads clearly, parcel boundaries are distinguishable, and the citation block contains all required metadata fields. Pass = all criteria met.
9Topographic and Contour Mapping13labStudents generate contour lines from a digital elevation model, apply cartographic contour standards, and produce a topographic map suitable for a surveying project deliverable.
  1. Students run the Contour tool on a project DEM to generate index and intermediate contours at an instructor-specified interval; verify that contour values are topographically consistent (V-shapes point uphill in drainages).
  2. Students apply standard USPS/USGS-style symbology: brown index contours labeled at every fifth line, thinner intermediate contours unlabeled, depression contours with hachures; smooth contour lines using the Smooth Line tool at an appropriate tolerance.
  3. Students add spot elevations at summits, saddles, and benchmark locations using a point feature class with elevation attribute labels; produce a finished layout with 2-foot and 10-foot contour intervals shown in legend.
ArcGIS Pro, 1-meter DEM (from drone or USGS 3DEP source), USGS topographic map symbol standards reference, Contour and Smooth Line geoprocessing toolsContour map checked for correct interval, proper labeling convention, and topographic validity (no crossing contours, correct uphill rule); spot elevations present. Pass = zero topographic errors and legend correct.
10Cartographic Quality Control and Metadata13practiceStudents conduct a structured cartographic quality-control review and write compliant FGDC-style metadata for a completed map product.
  1. Students use a QC checklist (covering projection, datum, symbol accuracy, label correctness, scale appropriateness, neatline integrity, and marginalia completeness) to review a deliberately flawed map document provided by the instructor, logging each defect.
  2. Students correct all identified defects and re-run the QC checklist to confirm resolution; maintain a defect log with before/after descriptions.
  3. Students complete an FGDC-compliant metadata record for the corrected map, including spatial reference, data quality, lineage, and contact sections, using the ArcGIS Pro Metadata editor.
ArcGIS Pro Metadata editor, FGDC Content Standard for Digital Geospatial Metadata reference (fgdc.gov), QC checklist form, flawed map document fileDefect log reviewed by instructor (all planted errors found and corrected) and metadata record checked against FGDC required fields. Pass = all errors found, metadata contains all mandatory fields correctly populated.
11Map Export, Printing, and Digital Delivery Standards10.5practiceStudents export final map products to print-ready PDF/X and web-ready formats using correct resolution, color space, and file-size specifications appropriate to each delivery channel.
  1. Students export a layout to PDF at 300 dpi with CMYK color profile for large-format printing, then export the same layout to a 96-dpi RGB PNG for a web client portal; compare visual quality and file size, recording results in their lab notebook.
  2. Students publish the map as an ArcGIS Online web map (public or organizational, as permitted by school license), set appropriate sharing and attribution, and verify it displays correctly on a mobile device.
  3. Students prepare a client delivery package folder containing: the multi-page PDF, a metadata XML file, a README.txt with datum and projection notes, and a thumbnail image; peer-review each other's packages for completeness.
ArcGIS Pro, ArcGIS Online account, large-format plotter, color printer, lab notebooks, USB drive or shared network folder for delivery packageInstructor inspects delivery package against a five-item checklist (PDF at correct resolution and color space, web map accessible, metadata XML present, README present, thumbnail present). Pass = all five items correct.
12Cartography Portfolio Project and Review13practiceStudents independently produce a three-sheet cartographic portfolio—topographic, cadastral, and thematic map—using project data, demonstrating mastery of all course skills.
  1. Each student selects a real or instructor-provided project dataset and produces Sheet 1 (topographic map with contours and hillshade), Sheet 2 (cadastral/parcel map), and Sheet 3 (thematic map such as land-cover or slope classification), each on a separate ANSI D layout.
  2. Students complete self-assessment using the course rubric before submission, annotating where each layout element meets the standard and flagging any known deficiency.
  3. Portfolio critique session: students present their three sheets to a small group; peers and instructor provide structured feedback using the rubric; students revise and resubmit within one class session.
ArcGIS Pro, project geodatabase, course rubric, ANSI D layout templates, large-format plotter or PDF exportInstructor grades each sheet against a 20-point rubric (projection/CRS, symbology, labeling, marginalia, QC, export quality); pass = average score ≥ 16/20 across all three sheets, with no single sheet below 12/20.
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Cartographic Principles Knowledge ExamWritten exam25%75% correct (38 of 50 questions)A 50-question written exam covering map types, projection selection, coordinate reference systems, color and symbology theory, label-placement conventions, map series concepts, metadata standards, and QC procedures; questions are keyed to Esri ArcGIS Pro certification objective domains and NSPS CST Level 1-2 map-reading competencies. Students have 90 minutes; no open-book materials allowed.
Standard met · Safety · Time · Quality/finish · Documentation
Map Layout Production Skills DemonstrationSkills demonstration45%Score of 80% or higher on instructor rubric (24 of 30 points); no mandatory element may be absentIn a two-hour supervised session, students produce a complete print-ready map layout in ArcGIS Pro from a provided dataset: they must configure the correct State Plane projection, apply appropriate symbology and labels, place all required marginalia, and export a compliant PDF. The rubric assesses projection correctness, symbology hierarchy, label placement, marginalia completeness, and export specifications.
Standard met · Safety · Time · Quality/finish · Documentation
Lab Notebook and Portfolio LogLog15%All 10 required lab entries present and complete; average quality rating ≥ Satisfactory on a three-point scaleStudents maintain a lab notebook (paper or digital) throughout the course documenting procedures, settings, decisions, error corrections, and reflections for each major lab exercise; the final portfolio project self-assessment is included as the capstone entry. The instructor reviews the notebook at mid-course (formative) and at course end (summative) for completeness, accuracy of recorded procedures, and evidence of reflective practice.
Standard met · Safety · Time · Quality/finish · Documentation
Safety and Data-Integrity CheckSafety audit15%All critical items marked Pass; any critical item marked Fail requires immediate remediation and re-check before course credit is awardedInstructor administers a two-part checklist: Part A covers workstation ergonomic setup and electrical safety for charge equipment (from Lesson 3); Part B covers data-handling practices including correct datum documentation, source citation in map marginalia, and absence of unsecured client data in shared folders. The check is conducted unannounced during the final two weeks of the course.
Standard met · Safety · Time · Quality/finish · Documentation
TEC-GIS45-09 Capstone

Capstone Project: Integrated GIS, Surveying, and Drone Operations

216 hr · $2,160 COMPLIMENTARY

Students execute a full-scope geospatial project from site reconnaissance through final deliverable, integrating GNSS data collection, total station traverses, drone photogrammetry, GIS analysis, and cartographic output into a single cohesive workflow. The project mirrors real-world professional practice: students define scope, manage fieldwork, process and QA data, produce client-ready map products, and defend their methodology and results before a panel. Lessons are sequenced to replicate the lifecycle of a professional surveying and geospatial assignment.

Outcomes
Course text

Students execute a full-scope geospatial project from site reconnaissance through final deliverable, integrating GNSS data collection, total station traverses, drone photogrammetry, GIS analysis, and cartographic output into a single cohesive workflow. The project mirrors real-world professional practice: students define scope, manage fieldwork, process and QA data, produce client-ready map products, and defend their methodology and results before a panel. Lessons are sequenced to replicate the lifecycle of a professional surveying and geospatial assignment.

How the course runs. 4 blocks: Project Scoping, Site Reconnaissance, and Mission Planning; Multi-Method Field Data Collection: GNSS, Total Station, and Drone; Data Processing, QA/QC, GIS Integration, and Map Production; Portfolio Compilation and Oral Defense Preparation.

What competent looks like. Plan and execute a multi-method field data collection campaign—GNSS, total station, and drone—that meets stated horizontal and vertical accuracy specifications. Process raw field data through photogrammetric, traverse adjustment, and GIS workflows to produce analysis-ready datasets with documented quality-assurance checks. Produce a complete map package—orthomosaic, topographic map, and thematic GIS map—formatted to cartographic standards and accompanied by full metadata. Compile a professional project portfolio including field notes, data dictionaries, accuracy reports, FAA airspace authorization records, and safety documentation. Deliver a structured oral defense of project decisions, data quality outcomes, and lessons learned to a panel of instructors and at least one industry evaluator. Demonstrate compliance with FAA Part 107 operational requirements, OSHA jobsite safety standards, and NSPS survey documentation practices throughout all project phases.

Lessons · 4 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Project Scoping, Site Reconnaissance, and Mission Planning36fieldGiven an assigned project site and a written client brief, students will produce a complete project plan—including scope statement, safety risk assessment, FAA airspace check and authorization if required, control point layout diagram, and instrument deployment schedule—before any data collection begins.
  1. Conduct a physical site walk using a printed base map and complete a jobsite hazard assessment form covering traffic control needs, overhead utilities, terrain hazards, and emergency egress routes; identify PPE requirements and document findings in an OSHA-style pre-task plan.
  2. Use FAA DroneZone and aeronautical charts to determine airspace classification, check for TFRs, and submit a LAANC authorization or manual waiver request if the site is in controlled airspace; document all authorization records in the project binder.
  3. Draft a formal scope-of-work document specifying deliverables, coordinate reference system (e.g., NAD 83 / applicable State Plane zone, NAVD 88 vertical datum), accuracy targets (horizontal and vertical), and an instrument-by-instrument data collection schedule reviewed and signed off by the instructor.
FAA DroneZone access, sectional aeronautical chart, LAANC-capable app, printed topographic base map of site, jobsite hazard assessment form, OSHA 10 reference card, project binder, measuring tape, hand level, field notebook, Esri ArcGIS Pro for preliminary base-map reviewInstructor reviews the completed project plan against a rubric: scope statement addresses all deliverables, hazard assessment identifies all visible site risks, airspace authorization records are complete and current, and the coordinate/datum selections are correctly justified. Pass = 80% rubric score with no safety-critical omissions.
2Multi-Method Field Data Collection: GNSS, Total Station, and Drone72labStudents will occupy the project site over multiple sessions and collect a complete, usable dataset consisting of a closed traverse with sideshots, GNSS-observed ground control points (GCPs), and overlapping drone imagery—all logged with calibrated field notes and meeting the accuracy specifications defined in the project plan.
  1. Establish and occupy a minimum four-point traverse loop using the total station; record raw angle and distance observations in a bound field book, apply instrument corrections (instrument-to-target height, EDM prism constant), and close the traverse; compute closure ratio and perform a Compass Rule adjustment, targeting closure better than 1:5,000.
  2. Occupy at least five GCP targets with a survey-grade GNSS receiver in static or RTK mode (per site conditions), record occupation times and dilution-of-precision values, and post-process or confirm coordinate solutions against a local NGS CORS benchmark; achieve horizontal precision of 0.05 m or better before leaving the field.
  3. Fly the UAS (fixed-wing or multirotor) under FAA Part 107 rules with a second student acting as visual observer; capture nadir and, where required, oblique imagery at a planned ground sampling distance ≤ 3 cm/pixel with ≥ 75% forward lap and ≥ 60% sidelap; complete a pre-flight checklist, log all flight parameters in the flight log, and conduct a post-flight safety inspection.
Total station with prism and tribrach, GNSS receiver (survey grade) with data collector, UAS (multirotor or fixed-wing with camera payload), GCP targets and stakes, prism pole, field books, plumb bobs, safety vest and hard hat, traffic cones if near roadway, FAA Part 107 remote pilot certificates, pre-flight checklist, flight log, NGS data sheets for local benchmark, Esri ArcGIS Field Maps or equivalent for attribute captureInstructor spot-checks field books for completeness (station names, backsight/foresight readings, occupation times, weather), verifies traverse closure ratio is documented and meets spec, confirms GNSS coordinate solutions show acceptable precision indicators, and reviews drone flight log for regulatory compliance. Pass = all three data sets accepted as complete and meeting accuracy spec; any dataset failing spec requires a documented re-observation before processing begins.
3Data Processing, QA/QC, GIS Integration, and Map Production72practiceStudents will process all collected datasets through appropriate software pipelines—photogrammetric point cloud and orthomosaic generation, traverse adjustment and coordinate geometry, and GIS feature compilation—perform documented QA/QC checks at each stage, and produce a final map package meeting the cartographic standards established in Course 8.
  1. Import drone imagery and GCP coordinates into photogrammetric software (e.g., Agisoft Metashape or equivalent); run alignment, build dense cloud, generate a digital elevation model (DEM), and export a GeoTIFF orthomosaic; document RMS error for each GCP and compare against the project accuracy target; flag and investigate any GCP residuals exceeding twice the target error.
  2. In Esri ArcGIS Pro, georeference or directly import all datasets (adjusted traverse coordinates, GNSS points, orthomosaic, DEM) into the project coordinate reference system; digitize or import topographic breaklines, contours at an appropriate interval, and site features; run a topology check and resolve all errors; populate attribute tables with a complete data dictionary and assign metadata conforming to FGDC standards.
  3. Design and export the final map package consisting of at least three layouts: (1) a topographic map with contours and spot elevations, (2) a georeferenced orthomosaic map with labeled GCPs, and (3) a thematic GIS map showing a site-specific analysis result (e.g., slope classification, cut-and-fill zones, or drainage area); each layout must include standard map elements (title, scale bar, north arrow, legend, datum/projection note, author, date) and be exported at print quality.
Photogrammetric processing software (Agisoft Metashape or equivalent), Esri ArcGIS Pro with Spatial Analyst and 3D Analyst extensions, traverse adjustment software or spreadsheet template, GeoTIFF viewer, FGDC metadata template, project workstation, external hard drive for data backup, NSPS survey documentation guidelines, Esri ArcGIS Pro certification exam guide for cross-referencingInstructor and a peer reviewer use a QA/QC checklist to confirm: GCP RMS is within project spec, topology errors are zero, metadata fields are complete, and all three map layouts contain required cartographic elements at correct projection. Pass = QA/QC checklist score ≥ 80% with no unresolved spatial errors and no missing datum/projection information.
4Portfolio Compilation and Oral Defense Preparation36demoStudents will assemble a complete, professionally formatted project portfolio and deliver a structured 20-minute oral defense—followed by a question-and-answer panel session—in which they explain and justify all technical, safety, and regulatory decisions made throughout the project.
  1. Compile the final project portfolio binder and digital submission folder, organizing documents in the following required sections: (1) scope of work and client brief, (2) hazard assessment and safety plan, (3) FAA authorization records and flight logs, (4) raw field books and GNSS observation logs, (5) traverse closure and adjustment report, (6) photogrammetric processing report with GCP residuals, (7) QA/QC checklists, (8) final map package PDFs, and (9) FGDC metadata files; apply a table of contents and consistent pagination.
  2. Prepare a 20-minute slide presentation (no more than 15 slides) that covers project objectives, methods chosen and rationale, accuracy results compared to spec, problems encountered and corrective actions taken, final deliverables, and a reflection on how the work aligns with FAA Part 107 regulatory requirements, NSPS survey documentation standards, and Esri ArcGIS Pro data management best practices; rehearse with a peer and incorporate feedback.
  3. Participate in a full mock defense with the instructor acting as panel chair: deliver the presentation within the time limit, then respond to a minimum of five technical questions drawn from credential exam domains (FAA Part 107 airspace and operations, NSPS CST traverse documentation, Esri ArcGIS Pro data management and geoprocessing); self-score responses using the defense rubric and identify remaining knowledge gaps before the formal defense.
Project portfolio binder, digital submission drive, presentation software (PowerPoint or equivalent), projection display, defense rubric (provided by instructor), FAA Part 107 Airman Certification Standards, NSPS CST Level I–II study reference, Esri ArcGIS Pro certification exam objectives, stopwatchInstructor uses the defense rubric (equal weight: portfolio completeness, presentation clarity and accuracy, and Q&A technical correctness) to score the mock defense. Pass for lesson = rubric score ≥ 75% with all nine portfolio sections present and no regulatory documentation missing; gaps identified here are corrected before the formal oral defense assessment.
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Integrated Capstone Project DeliverableProject60%Rubric score of 80% or higher across all four sections (fieldwork documentation, data processing and QA/QC, map package quality, and regulatory compliance); no section may score below 70%, and any missing FAA or safety documentation results in automatic resubmission.The graded deliverable is the complete project output—traverse adjustment report, photogrammetric processing report with GCP residuals, final three-layout map package, and all QA/QC checklists—evaluated against a detailed rubric. Evaluators include the primary instructor and at least one additional program faculty member; both must independently award a passing score for the project to be accepted.
Meets specification · Within estimate · Workmanship · Safety · Documentation
Project PortfolioPortfolio20%All nine required sections present and scored at 80% or higher on the portfolio rubric; metadata must conform to FGDC standards with no blank mandatory fields, and FAA flight logs must account for every flight conducted.The portfolio is evaluated as a standalone professional document package that could be presented to a prospective employer or licensing body, covering the full project lifecycle from scoping through final deliverable. Evaluators assess organization, completeness, accuracy of technical records, and the professionalism of written communication.
Completeness · Organization · Evidence quality
Oral Defense PanelOral / panel20%Presentation scored at 75% or higher and Q&A responses scored at 75% or higher on the defense rubric; the panel must reach consensus that the student can articulate the reasoning behind all major technical and regulatory decisions without prompting.The student presents the 20-minute slide presentation to a panel of at least two evaluators (lead instructor plus one industry or faculty guest), followed by a minimum 15-minute question session drawing from FAA Part 107 operational rules, NSPS CST traverse and documentation standards, and Esri ArcGIS Pro data management concepts. The panel deliberates and records a pass/fail recommendation with written feedback returned to the student within five business days.
Explains decisions · Answers technical questions · Professional communication
TEC-GIS45-10 Externship / clinical

Externship / Worksite Placement – GIS, Surveying & Drone Operations

324 hr · $1,295 COMPLIMENTARY

Students complete 324 supervised hours with an approved employer in geospatial, land surveying, engineering, or drone services, applying classroom skills to live production work under a licensed or credentialed site mentor. Performance is evaluated against industry task standards through structured midpoint and final employer evaluations, a daily field log, and a culminating reflective portfolio. This externship bridges academic training and entry-level employment, reinforcing competencies aligned with FAA Part 107 remote-pilot duties, Esri ArcGIS Pro workflows, and NSPS CST Level 1–2 survey technician tasks.

Outcomes
Course text

Students complete 324 supervised hours with an approved employer in geospatial, land surveying, engineering, or drone services, applying classroom skills to live production work under a licensed or credentialed site mentor. Performance is evaluated against industry task standards through structured midpoint and final employer evaluations, a daily field log, and a culminating reflective portfolio. This externship bridges academic training and entry-level employment, reinforcing competencies aligned with FAA Part 107 remote-pilot duties, Esri ArcGIS Pro workflows, and NSPS CST Level 1–2 survey technician tasks.

How the course runs. 4 blocks: Worksite Orientation, Safety Integration & Professional Expectations; Production Task Rotation – Surveying, GIS & Drone Field Work; Midpoint Review, Goal Reset & Advanced Task Assignment; Final Employer Evaluation & Reflective Portfolio Submission.

What competent looks like. Perform assigned surveying, GIS, or drone operations tasks at a live worksite under supervisor direction, meeting the quality and safety standards of the host employer. Demonstrate safe field practices on every shift, including proper PPE selection, hazard identification, and compliance with site-specific safety plans consistent with OSHA general industry and construction standards. Operate at least two of the following instrument types in production conditions: GNSS receiver, total station, drone with imaging payload, or GIS workstation running ArcGIS Pro. Record accurate, complete daily field notes and a cumulative log documenting task descriptions, equipment used, problems encountered, and resolutions applied. Receive a passing score on the employer's structured midpoint and final evaluation forms, demonstrating professional conduct, technical competence, and workplace communication. Produce a reflective portfolio that connects at least five specific worksite tasks to the learning objectives of the program's preceding courses and to the exam domains of FAA Part 107, Esri ArcGIS Pro, or NSPS CST L1–2.

Lessons · 4 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Worksite Orientation, Safety Integration & Professional Expectations40fieldThe student completes all employer onboarding requirements, identifies site-specific hazards, and demonstrates correct PPE and emergency procedures before beginning unsupervised task work.
  1. Attend and document the employer's site safety orientation; complete any required site-specific OSHA or company safety training and retain certificates or sign-in records in the field log.
  2. Conduct a written job-hazard analysis (JHA) for the student's primary assigned work area, identifying at least four hazards (e.g., struck-by near equipment, electrical proximity, heat/UV exposure, traffic) and the corresponding controls, then review it with the site mentor for approval.
  3. Shadow the site mentor for the first three shifts, recording in the daily log the instruments used, tasks observed, quality-control checks performed, and any regulatory requirements (FAA LAANC authorizations, survey permit conditions, or ArcGIS project standards) that govern the work.
Site-issued PPE (hard hat, hi-vis vest, safety glasses, steel-toe boots as required); employer safety manual; OSHA 10 card (student's own from Course 1); JHA worksheet; daily field log notebook or digital equivalent; site mentor contact sheet.Mentor confirms in writing that the student has completed all onboarding; student submits a completed, mentor-approved JHA and three daily log entries with legible, accurate content. Pass = mentor sign-off plus log entries graded Complete by the program coordinator.
2Production Task Rotation – Surveying, GIS & Drone Field Work200fieldOver the core placement period, the student executes assigned production tasks across at least two of the three trade areas (surveying, GIS, drone operations) with increasing independence, meeting the employer's quality and productivity standards.
  1. Complete assigned surveying tasks (e.g., setting control points with GNSS, running traverse shots with total station, performing construction layout stakeout, or recording as-built data) following the employer's field-book standards and datum/coordinate system requirements; mentor reviews raw data each day for blunders before the student leaves the site.
  2. Execute GIS or cartography tasks assigned by the employer (e.g., georeferencing aerial imagery in ArcGIS Pro, updating a feature class from field-collected points, producing a deliverable map layout, or running a spatial analysis for a client project) and save all work to the employer's version-controlled project folder with correct metadata.
  3. Conduct or assist with drone operations tasks under applicable FAA Part 107 rules: preflight inspection, airspace check and authorization if required, mission planning, safe flight execution or observation, battery and equipment log completion, and initial processing of imagery or LiDAR data; document each flight event in the daily log.
Employer-supplied instruments (GNSS receiver, total station, drone system, or GIS workstation as assigned); employer field-book or data-collection app; ArcGIS Pro license (employer seat or student license); drone flight-planning app (site-specific); FAA Part 107 certificate (student's own, if flights are pilot-in-command); manufacturer operator manuals; employer quality-control checklists.Employer midpoint evaluation (week 5–6 of placement) using the program's standardized rubric scores the student at 75% or higher across dimensions: safety compliance, technical accuracy, professional communication, and productivity. Daily logs are submitted weekly to the program coordinator; any week with fewer than four complete entries is flagged for remediation.
3Midpoint Review, Goal Reset & Advanced Task Assignment40practiceUsing midpoint evaluation feedback, the student identifies at least two skill gaps, sets measurable improvement goals with the mentor, and begins assigned tasks at a higher complexity level for the second half of the placement.
  1. Meet with the site mentor and program coordinator (in person or video call) to review the scored midpoint evaluation; the student verbally explains what each low-scoring dimension means for job performance and what specific actions they will take to improve, recording agreed goals in the field log.
  2. Draft a two-week improvement plan listing target tasks, quality benchmarks, and daily check-in questions to ask the mentor; share the plan with the program coordinator for approval before beginning the advanced assignment phase.
  3. Take on at least one advanced or lead task during the second half of placement (examples: mentoring a co-op peer, independently running a section of a survey traverse and checking misclosure, preparing a client-ready map layout without step-by-step direction, or serving as remote pilot in command on a mapped flight) and document the task and outcome in the log.
Signed midpoint evaluation form; improvement-plan template (program-issued); field log; employer project documentation for the advanced task; applicable instrument or software.Program coordinator confirms improvement plan is specific and measurable before approving. At the end of this phase, the mentor notes in a brief written comment whether the student acted on the agreed goals. Pass = plan approved plus positive mentor progress note.
4Final Employer Evaluation & Reflective Portfolio Submission44practiceThe student compiles a complete, accurate field log and a structured reflective portfolio, receives a passing final employer evaluation, and presents key learning connections to the program instructor.
  1. Assemble the complete daily field log into a single organized document (chronological, indexed by date); verify that every shift is recorded with task description, equipment, data quality notes, and safety observations, then submit to the program coordinator.
  2. Write the reflective portfolio (minimum 1,500 words plus supporting artifacts such as field sketches, screen captures of GIS work, or drone flight logs): for each of at least five specific worksite tasks, explain what was done, what prior course skill it applied, what credential exam domain it relates to (FAA Part 107 airspace rules, Esri ArcGIS Pro data management, or NSPS CST measurement concepts), and what the student would do differently with more experience.
  3. Participate in a 20-minute debrief with the program instructor (video call or in person): present two or three portfolio highlights, answer two instructor questions about technical decisions made on the job, and receive the final employer evaluation score and any written mentor comments.
Complete daily field log (all placement weeks); reflective portfolio template (program-issued); employer final evaluation form; any work product artifacts cleared for sharing by the employer; FAA Part 107 Airman Certification Standards (ACS) outline; Esri ArcGIS Pro certification exam guide; NSPS CST competency outline.Final employer evaluation scores 75% or higher overall with no dimension scored below 60%. Field log is complete (no missing shifts). Reflective portfolio addresses all five required tasks with clear credential-domain mapping. Instructor debrief: student answers both technical questions correctly or with only minor errors. Pass = all four criteria met; any single failure triggers a remediation plan before the program coordinator marks the externship complete.
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Employer Midpoint & Final Skills EvaluationSkills demonstration70%75% or higher on the program's standardized employer evaluation rubric at both midpoint and final reviews, with no single dimension below 60% at the final evaluation.The site mentor completes the program's structured rubric at midpoint (approximately week 5–6) and again in the final week of placement, scoring the student on safety compliance, technical accuracy, professional communication, and productivity. Scores below threshold trigger a written remediation plan co-signed by the mentor and program coordinator before the course is recorded as passed.
Competency · Safety · Attendance · Conduct · Initiative
Field Log & Reflective PortfolioLog30%Field log is complete for every scheduled shift; reflective portfolio scores 75% or higher on the program's four-point rubric (accuracy of task description, depth of course-skill connection, credential-domain mapping, and professional writing quality).The student submits a chronological daily field log covering all 324 placement hours and a minimum 1,500-word reflective portfolio linking at least five worksite tasks to prior course objectives and to specific exam domains of FAA Part 107, Esri ArcGIS Pro, or NSPS CST L1–2. The program coordinator grades both documents; missing entries or missing credential connections require revision before a passing grade is awarded.
Complete · Verified
TEC-GIS45-11 Exam prep

Certification Exam Preparation: FAA Part 107, Esri ArcGIS Pro, and NSPS CST Levels 1–2

90 hr · $900 COMPLIMENTARY

This 90-hour course systematically reviews every published exam content area for the FAA Part 107 Remote Pilot Certificate, the Esri ArcGIS Pro Associate certification, and the NSPS Certified Survey Technician Levels 1 and 2 examinations. Learners identify personal knowledge gaps through diagnostic quizzes, drill targeted content, apply test-taking strategies, and demonstrate readiness under timed, realistic mock-exam conditions. All review material is anchored to official FAA, Esri, and NSPS published exam guides and objectives.

Outcomes
Course text

This 90-hour course systematically reviews every published exam content area for the FAA Part 107 Remote Pilot Certificate, the Esri ArcGIS Pro Associate certification, and the NSPS Certified Survey Technician Levels 1 and 2 examinations. Learners identify personal knowledge gaps through diagnostic quizzes, drill targeted content, apply test-taking strategies, and demonstrate readiness under timed, realistic mock-exam conditions. All review material is anchored to official FAA, Esri, and NSPS published exam guides and objectives.

How the course runs. 4 blocks: Diagnostic Assessment and Gap Analysis Across All Three Credentials; Targeted Content Review — FAA Part 107 and Airspace Regulations; Targeted Content Review — Esri ArcGIS Pro Associate and NSPS CST Levels 1–2; Full Mock Certification Exams and Final Readiness Certification.

What competent looks like. Pass a full-length, timed FAA Part 107 practice exam at 80% or higher by correctly interpreting sectional charts, airspace rules, weather products, and remote-pilot regulations. Pass a full-length Esri ArcGIS Pro Associate practice exam at 75% or higher by demonstrating competency in project management, data management, map authoring, analysis, and sharing workflows. Pass a full-length NSPS CST Level 1 practice exam at 70% or higher and a CST Level 2 practice exam at 70% or higher by accurately solving plane-survey math, equipment operation, and field-procedure questions. Produce a personal exam-readiness report that documents diagnostic scores, remediated topics, and a study schedule for the live credential exams. Apply effective multiple-choice test strategies—including elimination, time management, and chart/figure interpretation—across all three credential domains. Locate and correctly use official references—FAA aeronautical charts, ACS, 14 CFR Part 107, ArcGIS Pro documentation, and NSPS CST study guides—during open-resource practice sessions.

Lessons · 4 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Diagnostic Assessment and Gap Analysis Across All Three Credentials12practiceLearners complete diagnostic practice tests for all three credential exams, score and categorize every wrong answer by published exam domain, and produce a written gap-analysis study plan.
  1. Take a 60-question timed FAA Part 107 diagnostic covering airspace classification, weather, loading/performance, regulations, and aeronautical charts; self-score using the FAA Airman Certification Standards (ACS) answer key and tag each error to its ACS task code.
  2. Complete a 50-question Esri ArcGIS Pro Associate diagnostic drawn from published Esri exam objectives (project/data management, visualization, analysis, sharing); record domain-level percentage scores in a personal tracking spreadsheet.
  3. Work through a combined CST Level 1 and Level 2 diagnostic—covering distance/angle measurement, leveling, traverse calculation, legal descriptions, deed research, and equipment calibration—score by NSPS content category, and rank all three credentials from weakest to strongest domain.
FAA Airman Certification Standards for Remote Pilot (current edition), FAA sample knowledge-test questions (official), Esri ArcGIS Pro certification exam guide (current), NSPS CST Level 1 and Level 2 study guides, blank answer sheets, personal tracking spreadsheet template, pencils, calculator (non-programmable, per CST rules)Learner submits a completed gap-analysis document listing every content domain for all three credentials, the diagnostic score for each domain, and a prioritized 6-week study schedule; accepted when all domains are addressed and scores are accurately recorded.
2Targeted Content Review — FAA Part 107 and Airspace Regulations28theoryLearners correctly interpret FAA sectional charts, Class B–G airspace boundaries, LAANC authorization procedures, weather reports (METAR, TAF, winds aloft), remote-pilot regulations under 14 CFR Part 107, and sUAS loading and performance charts at a level needed to pass the Part 107 knowledge test.
  1. Work through structured chart-reading drills using printed VFR sectional chart excerpts: identify airspace class, altitude ceilings, restricted/prohibited areas, surface-to-surface extensions, airports without towers, and Mode C veil boundaries; answer 10 FAA-style chart questions per session for three sessions, aiming for 80% each round.
  2. Practice decoding five METAR and TAF messages, three winds-aloft forecasts, and one SIGMET per day across four sessions, translating each element into plain-language flight-planning decisions; instructor spot-checks interpretations and corrects misconceptions immediately.
  3. Complete three 60-question Part 107 chapter-grouped practice exams (one each on regulations/crew responsibilities, airspace/flight restrictions, and weather/loading/emergency procedures), review every incorrect answer against the ACS task code and 14 CFR Part 107 text, and record corrected explanations in a personal study notebook.
Current FAA VFR Sectional Chart (Phoenix or similar inland chart for chart-reading exercises), FAA-H-8083-25 Pilot's Handbook of Aeronautical Knowledge (relevant chapters), 14 CFR Part 107 (printed or official eCFR), FAA Remote Pilot – Small Unmanned Aircraft Systems Study Guide, METAR/TAF decoder reference card, official FAA sample test question bank, non-programmable calculatorLearner scores 80% or higher on a 60-question Part 107 cumulative practice exam administered at the end of this lesson block under timed conditions (2 hours); learner must correctly answer at least 4 of 5 chart-interpretation questions to demonstrate airspace proficiency.
3Targeted Content Review — Esri ArcGIS Pro Associate and NSPS CST Levels 1–228labLearners demonstrate proficiency in ArcGIS Pro workflows and surveying calculations at levels aligned with published Esri Associate and NSPS CST exam objectives by completing software-based exercises and worked-math problem sets.
  1. Complete six ArcGIS Pro lab exercises mapped one-to-one to Esri exam objective domains: (1) create and manage a project/geodatabase; (2) import, join, and symbolize feature classes; (3) author a publication-quality map with dynamic legend and coordinate system metadata; (4) run a site-suitability model using ModelBuilder; (5) perform a spatial join and field-statistics summary; (6) share a web layer to ArcGIS Online and verify item details—each exercise graded pass/fail against a rubric tied to Esri objectives.
  2. Solve 40 CST-style math problems spanning traverse closure (Bowditch adjustment), latitude/departure, bearing-bearing intersection, differential leveling loop closure, horizontal and vertical curve layout, and area by DMD; work is shown step-by-step on paper, then checked against instructor answer keys; errors are corrected and annotated.
  3. Participate in a CST Level 2 legal-description interpretation workshop: read five full metes-and-bounds descriptions and two lot-and-block descriptions, sketch each parcel freehand to scale on graph paper, flag ambiguities, and compare sketches against reference solutions; discuss common errors in deed calls and their field implications.
Computers with ArcGIS Pro (licensed via school site license), Esri ArcGIS Pro certification exam guide, sample ArcGIS Pro datasets (provided by instructor), NSPS CST Level 1 and Level 2 study guides, surveying math problem sets (instructor-prepared), scientific calculator, engineering scale, graph paper, pencils, sample deed excerpts (public-domain land records)Learner passes at least 5 of 6 ArcGIS Pro exercises using the domain rubric AND scores 70% or higher on a 40-question CST combined practice test (20 Level-1 questions, 20 Level-2 questions) administered at the end of this block; both thresholds must be met to proceed.
4Full Mock Certification Exams and Final Readiness Certification22practiceLearners sit full-length, timed mock exams for all three credentials under realistic testing conditions, review performance data, and receive a written readiness determination that confirms whether each learner is prepared to schedule the live credential exams.
  1. Sit a 60-question FAA Part 107 mock exam under strict testing conditions: no notes, timed at 2 hours, paper-based answer sheet; immediately after scoring, complete a question-level post-mortem identifying residual error patterns and write a one-page remediation memo citing the specific ACS task code and regulation for each missed item.
  2. Sit a 50-question Esri ArcGIS Pro Associate mock exam (performance-question format simulated as scenario-based multiple choice and drag-the-step sequencing) timed at 1.5 hours; after scoring, map each missed question to an Esri exam objective and complete the corresponding ArcGIS Pro task in the software as a corrective exercise.
  3. Sit a CST Level 1 mock (paper, timed per NSPS guidelines) followed by a CST Level 2 mock on a separate day; after each, complete worked corrections on every missed problem, have the instructor sign off corrections as accurate, and update the personal tracking spreadsheet with final practice scores for all three credentials.
FAA Part 107 full-length practice exam (instructor-assembled from official FAA question bank), Esri mock exam (Esri Certification Practice Test or equivalent), NSPS CST Level 1 and Level 2 practice exams, printed answer sheets, non-programmable calculators, stopwatch or exam-room clock, FAA sectional charts (for Part 107), personal tracking spreadsheets, readiness determination formInstructor issues a written readiness determination: learner is cleared to schedule live exams when mock scores reach FAA Part 107 ≥ 80%, Esri ArcGIS Pro ≥ 75%, CST Level 1 ≥ 70%, and CST Level 2 ≥ 70%; learners below any threshold receive a directed remediation assignment and one retake of that mock before the course ends.
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Comprehensive Mock Certification Exam SuiteMock certification exam100%FAA Part 107 mock ≥ 80% (48/60); Esri ArcGIS Pro Associate mock ≥ 75% (38/50); NSPS CST Level 1 mock ≥ 70%; NSPS CST Level 2 mock ≥ 70%; all four thresholds must be met for a passing course grade; learners who do not meet one or more thresholds after remediation receive an Incomplete until retake passing scores are documented.Each learner sits all four mock exams under timed, proctored conditions that replicate the format, time limits, and reference restrictions of the actual credentialing exams, then submits a final personal tracking spreadsheet showing diagnostic, mid-course, and mock-exam scores across every published content domain for all three credentials. The mock-exam suite serves as evidence of exam readiness and is the sole summative assessment for this course.
Score · Time management
Program completion

External credential: Esri ArcGIS Pro; FAA Part 107; NSPS CST L1-2

Students sit the FAA Part 107 Remote Pilot Knowledge Test administered at FAA-approved testing centers, the Esri ArcGIS Pro certification exam administered by Esri, and the NSPS Certified Survey Technician (CST) Level I and Level II written exams administered by the National Society of Professional Surveyors. Pass standard: Credential issued by the body.

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