Residential Construction and Building Trades Library
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Book 02 — Site Preparation, Excavation, and Residential Grading

Project 08

Install Temporary Drainage and Erosion Control

Install and commission a temporary system of diversion swales, drainage pipe, silt fence, inlet protection, and stabilization measures that diverts clean water, controls sediment, protects storm inlets, stabilizes disturbed soil, and maintains construction access, producing a functioning temporary drainage and erosion-control system with a documented inspection and maintenance log.

Field Cue System

These cues appear at the point of work. They identify safety, code, documentation, and installation issues before runoff, sediment release, or an undetected bypass compromises the erosion-control system.

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Safety Cue

Task-specific safety guidance for ordinary drainage and erosion-control installation hazards.

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Critical Safety Cue

A condition that must stop work until corrected and reverified.

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Field Safety Cue

Practical work-area safety around trenching tools, staged stone, and post-driving operations.

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Code Alert

Local requirements vary. Verify erosion-control plan requirements, inspection frequency, and discharge-point approvals.

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Manufacturer Cue

Follow product-specific instructions for fabric attachment, post spacing, and inlet-protection installation.

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Measurement Cue

Post spacing, fabric embedment, swale slope, and pipe slope guidance for accurate, reproducible results.

Job Overview

This project qualifies you to install and commission a temporary drainage and erosion-control system consisting of diversion swales, temporary drainage pipe or culverts, silt fence, inlet protection, check dams, and stockpile stabilization, using the approved erosion-control plan, drainage routes, discharge points, and inspection frequency. The finished work product is a functioning system that diverts clean upslope water away from disturbed soil, controls sediment before it leaves the site, protects storm inlets, stabilizes exposed slopes and stockpiles, and maintains construction access, together with a completed inspection and maintenance log.

You will review the erosion-control plan and walk the site to identify upslope water sources and flow paths; install perimeter controls before further soil disturbance; shape diversion swales; install temporary drainage pipe and inlet protection; install silt fence to the specified post spacing, embedment, and termination method; stabilize stockpiles and slopes; provide a stabilized construction entrance; observe the system under controlled or natural flow; and inspect, correct, and maintain the system through an established log.

This is the eighth project in the site preparation sequence. It follows the cleared, stripped work area of Project 04 and the completed footing excavation of Project 05, and it must be installed, where the plan requires it, before additional soil disturbance proceeds in Projects 9 through 15. The system installed here remains in service and under inspection through the rough and final grading work of Projects 10 and 14, and portions of it are removed only when authorized in the final cleanup work of Project 18.

Skills You Will Demonstrate

  • SP-043 — Review the erosion-control plan and identify upslope water sources, low points, concentrated flow paths, storm inlets, exposed soil, and stockpiles before installing controls.
  • SP-044 — Install diversion swales and temporary drainage pipe or culverts to the approved route and slope, and provide a stabilized construction entrance.
  • SP-045 — Install silt fence at the specified post spacing and embedment, and install inlet protection without creating unsafe flooding or traffic conditions.
  • SP-046 — Stabilize stockpiles and exposed slopes, and install check dams or flow-spreading devices where required.
  • SP-047 — Observe system performance under controlled or natural flow and inspect for bypass, undermining, ponding, erosion, sediment release, and damage.
  • SP-048 — Establish and maintain an inspection and maintenance log, correcting failed conditions and removing accumulated sediment at the required threshold.

Where This Skill Fits

Project 4 produced a cleared and stripped work area with topsoil and spoil stockpiles established outside drainage paths, and Project 5 produced excavated footing trenches. This project installs the temporary drainage and erosion-control system that protects both of those completed work products, and every excavation and grading operation that follows, from uncontrolled runoff and sediment release for the remainder of construction.

The system installed here is not a one-time installation. It remains active and under inspection through the utility trenching of Project 9, the rough grading of Project 10, the backfill and drainage work of Projects 12 through 14, and the construction-access work of Project 15. Controls are only removed, and only in the authorized sequence, during the final cleanup of Project 18 once permanent stabilization is accepted.

Scope and Intended Use

This project covers:

  • reviewing the erosion-control plan, drainage routes, discharge points, protected areas, and required inspection frequency
  • walking the site to identify upslope water sources, low points, concentrated flow paths, storm inlets, exposed soil, and stockpiles
  • installing perimeter controls before additional soil disturbance occurs
  • excavating or shaping temporary diversion swales to the approved route and slope
  • installing temporary drainage pipe, culverts, or crossings required to maintain access
  • preparing the silt-fence trench or anchoring system, installing posts at the specified spacing and orientation, and attaching and embedding fabric according to the approved method
  • turning fence ends upslope or providing the required termination so runoff cannot bypass the control
  • installing inlet protection, check dams, or flow-spreading devices where required
  • stabilizing stockpiles and exposed slopes using approved methods
  • providing a stabilized construction entrance to reduce track-out
  • conducting a controlled water-flow observation where permitted, and inspecting for bypass, undermining, ponding, erosion, sediment release, and damage
  • establishing an inspection and maintenance log, inspecting after qualifying rainfall and before predicted severe weather, and removing accumulated sediment at the required maintenance threshold

This project does not authorize the learner to:

  • disturb additional soil in an area before the perimeter erosion controls required for that area are installed
  • route a diversion swale, drainage pipe, or discharge point to a location other than the one shown on the approved plan without first obtaining direction
  • install silt fence at a post spacing, fabric embedment depth, or termination method other than the one specified by the plan or manufacturer instructions
  • leave a fence end, low point in the fence line, or inlet-protection gap that allows runoff to bypass the control
  • remove or relocate a temporary control before permanent stabilization is accepted, except as authorized in the final cleanup sequence
  • proceed past a stop-work condition, such as an undermined fence, a blocked outlet, or an unstabilized breach, without the direction of the responsible party

Any condition requiring a revised drainage route, a different erosion-control device, an engineer's determination, or a decision outside the approved erosion-control plan must be escalated before work proceeds in that area.

Reference Conventions

Use these references, established in Projects 01 through 05, throughout this project. Do not redefine them.

TermDefinition
Diversion swaleA shaped channel that intercepts upslope water and routes it around disturbed soil to an approved discharge point
Silt fenceA fabric barrier supported by posts and embedded in a trench, used to intercept sediment-laden runoff at the perimeter of disturbed soil
Inlet protectionA device installed at a storm inlet to prevent sediment from entering the storm system
Check damA stone or fabric structure placed across a swale or channel to reduce flow velocity and encourage sediment settling
Stabilized construction entranceA stone pad at a site access point designed to remove sediment from vehicle tires before they reach a public or paved surface
BypassA condition where runoff or sediment passes around, under, or through a control without being intercepted as designed

Temporary Drainage and Erosion Control Record

Before controls are installed, record the following:

Erosion-control plan reviewed: ______     Discharge points confirmed: ______     Upslope water sources and flow paths identified: ______

Required inspection frequency confirmed: ____________     Date started: ____________     Builder name: ____________

Prerequisites

Common Field Fundamentals

A temporary drainage and erosion-control system only functions if every control is installed at the correct location, to the correct dimension, before the soil it protects is disturbed further. A control installed after disturbance has already occurred, or installed with a gap, low point, or bypass, does not provide the protection the plan assumes it provides for every later chapter.

Plan reviewDrainage routes, discharge points, inspection frequency
Site walkUpslope sources, flow paths, inlets, stockpiles
Perimeter controlsInstalled before further disturbance
Swales and pipeApproved route and slope
Silt fenceSpecified post spacing and embedment
Inlet protectionNo unsafe flooding or traffic conditions
StabilizationStockpiles, slopes, and entrance
Inspection and logMaintained through construction

Working From the Protected Site

Every control installed in this chapter depends on the stockpile locations, clearing limits, and excavation limits established in Projects 4 and 5. Recheck those limits at Step 2 of this project before installing any control. If a field condition suggests a stockpile, swale, or discharge point should be relocated, stop and obtain direction before installing a control around the new location; do not relocate a stockpile or discharge point to compensate for a drainage conflict discovered during this project.

SP-043 – SP-048

Temporary Drainage and Erosion Control Qualification

Functioning Temporary Drainage and Erosion-Control System

Difficulty: Advanced

Estimated Time: 1–2 days

Estimated Cost: Varies with fence length, drainage-pipe quantity, and stone volume for check dams and the stabilized entrance

Finished Work: A commissioned temporary drainage and erosion-control system with diversion swales, drainage pipe, silt fence, inlet protection, check dams, stabilized stockpiles and entrance, and a completed inspection and maintenance log

A. Finished-Deliverable Specification

Deliverable: one installed and commissioned temporary drainage and erosion-control system consisting of diversion swales shaped to the approved route and slope; temporary drainage pipe or culverts installed at required crossings; silt fence installed at the specified post spacing and fabric-embedment depth with ends turned upslope or terminated per the approved method; inlet protection installed at every required storm inlet; check dams or flow-spreading devices installed where required; stabilized stockpiles and exposed slopes; a stabilized construction entrance; and a completed inspection and maintenance log documenting a controlled or natural-flow performance observation and any corrections made.

B. Drainage and Erosion Control Deliverable Schedule

ItemQuantityFormContent RequirementPurpose
Diversion swalesAs shown on the approved routeShaped channelContinuous flow line at the approved slope, without ponding or reverse gradeRouting upslope water around disturbed soil
Temporary drainage pipe or culvertsEach required crossingInstalled pipe or culvert sectionSized and sloped per the approved plan; joints watertight to the specified methodMaintaining access while carrying diverted water
Silt fenceFull perimeter length shown on the planPosts and embedded fabricSpecified post spacing and fabric-embedment depth; ends turned upslope or terminated per approved methodIntercepting sediment-laden runoff at the disturbance perimeter
Inlet protectionEach storm inlet in the affected areaInstalled deviceInstalled per manufacturer method; does not create unsafe flooding or traffic conditionsPreventing sediment entry into the storm system
Check dams / flow-spreading devicesEach location required by the planStone or fabric structureSized and spaced per the approved planReducing flow velocity and encouraging sediment settling
Stabilized stockpiles and slopesEach stockpile and exposed slope in scopeBlanket, seed/mulch, or approved coverFull coverage per the approved stabilization methodPreventing erosion of exposed soil
Stabilized construction entrance1 per active access pointStone padMeets the specified stone size, depth, and dimensionsReducing sediment track-out onto paved or public surfaces
Inspection and maintenance log1 log, maintained ongoingWritten recordInstallation date, performance observation, inspection dates, findings, and corrections recordedDocumenting system performance through the remainder of construction

C. Material Takeoff

  • Silt-fence fabric and posts: sufficient length and post count for the full perimeter shown on the approved plan, meeting the project specification.
  • Temporary drainage pipe or culvert sections: sufficient length and diameter for every required crossing, per the approved plan.
  • Inlet-protection devices: one per storm inlet in the affected area, sized to the inlet type.
  • Check-dam stone: sufficient volume for every check-dam location shown on the plan, at the specified gradation.
  • Stabilized-entrance stone: sufficient volume to reach the specified stone depth over the full entrance-pad dimensions.
  • Erosion-control blanket or seed/mulch materials: sufficient quantity to cover every stockpile and exposed slope requiring stabilization.
  • Staples or fasteners: sufficient quantity for fabric attachment and blanket anchoring per the manufacturer's requirement.
  • Waste allowance: the material quantities above are working allowances; record any material used beyond the planned quantity, and the reason, on the installation record.

D. Acceptance Standards

CheckStandard
Swale route and slopeMatches the approved plan; continuous flow line without ponding or reverse grade
Drainage pipe installationSized, sloped, and jointed per the approved plan; free of blockage
Silt-fence installationPost spacing and fabric embedment match the specification; no gaps, low points, or unturned ends
Inlet protectionInstalled per manufacturer method; no unsafe flooding or traffic condition created
Check dams and stabilizationInstalled at every required location; stockpiles and slopes fully covered
Construction entranceMeets specified stone size and depth; reduces visible track-out
System performanceNo observed bypass, undermining, ponding, erosion, or sediment release during the controlled or natural-flow observation
DocumentationInspection and maintenance log complete with installation date, performance observation, and any corrections

E. Preparation — Plan Review and Site Walk

  1. Review the erosion-control plan, drainage routes, discharge points, protected areas, and inspection frequency. Confirm these values against the current approved plan before any control is installed.
  2. Walk the site and identify upslope water sources, low points, concentrated flow paths, storm inlets, exposed soil, and stockpiles. Record every condition affecting where and how each control must be installed.

F. Perimeter Controls, Swales, and Drainage Pipe

  1. Install perimeter controls before additional soil disturbance. Complete silt fence or other perimeter controls around each area before that area is disturbed further.
  2. Excavate or shape temporary diversion swales to the approved route and slope. Shape each swale to maintain continuous flow toward its approved discharge point.
  3. Install temporary drainage pipe, culverts, or crossings where required to maintain access. Set pipe or culvert sections to the specified size and slope at each required crossing.

G. Silt Fence and Inlet Protection

  1. Prepare the silt-fence trench or anchoring system. Excavate the trench to the specified embedment depth along the approved fence line.
  2. Install posts at the specified spacing and orientation. Drive posts to the specified depth at the specified spacing along the fence line.
  3. Attach and embed fabric according to the approved installation method. Attach fabric to posts using the specified fastener and method, and embed the fabric bottom in the prepared trench.
  4. Turn fence ends upslope or provide required termination so runoff cannot bypass the control. Terminate every fence end per the approved method to prevent flow from passing around it.
  5. Install inlet protection without creating unsafe flooding or traffic conditions. Fit each device to its inlet per the manufacturer's method and confirm it does not obstruct required drainage or traffic flow.

H. Stabilization, Check Dams, and Construction Entrance

  1. Stabilize stockpiles and exposed slopes using approved methods. Cover each stockpile and exposed slope in scope with the specified blanket, seed/mulch, or other approved cover.
  2. Install check dams or flow-spreading devices where required. Place stone or fabric structures at each location shown on the approved plan.
  3. Provide a stabilized construction entrance to reduce track-out. Place entrance stone to the specified depth and dimensions at each active access point.

I. Performance Observation, Inspection, and Maintenance

  1. Conduct a controlled water-flow observation where permitted. Introduce or observe water flow through the installed system and record its behavior at each control.
  2. Inspect for bypass, undermining, ponding, erosion, sediment release, and damage. Walk the full system and identify any condition inconsistent with the Acceptance Standards table.
  3. Correct failed grades, loose fabric, blocked outlets, unstable stone, or inadequate stabilization. Repair or reinstall any control that fails inspection before the affected area is disturbed further.
  4. Establish an inspection and maintenance log. Record the installation date, initial performance observation, and every subsequent inspection date, finding, and correction.
  5. Inspect after qualifying rainfall and before predicted severe weather. Maintain the inspection schedule required by the approved plan or applicable regulatory authority.
  6. Remove accumulated sediment at the required maintenance threshold. Clean out sediment from behind fences, in swales, and at inlet-protection devices when it reaches the specified depth.

Common Site Inspection

Inspect the completed temporary drainage and erosion-control system using the same checks regardless of site size or control layout.

Complete the Temporary Drainage and Erosion Control Record Sheet in the Inspection Checklist section below before additional soil disturbance proceeds in the protected area.

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Recommended image: a diversion swale shaped to the approved route, viewed along its flow line.
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Recommended image: silt-fence posts being driven at the specified spacing along the perimeter.
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Recommended image: fabric being embedded in the prepared trench before backfill.
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Recommended image: an inlet-protection device seated at a storm inlet.
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Recommended image: a check dam installed across a swale or channel.
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Recommended image: the stabilized construction entrance viewed from the access route.
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Recommended image: a controlled water-flow observation showing the system's performance at a fence line or swale.

Failure Points and Troubleshooting

Cleanup

This project ends with a functioning, inspected temporary drainage and erosion-control system left in service, not a system removed before permanent stabilization is accepted.

Field Terms

Diversion Swale
A shaped channel that intercepts upslope water and routes it around disturbed soil to an approved discharge point.
Silt Fence
A fabric barrier supported by posts and embedded in a trench, used to intercept sediment-laden runoff at the perimeter of disturbed soil.
Inlet Protection
A device installed at a storm inlet to prevent sediment from entering the storm system.
Check Dam
A stone or fabric structure placed across a swale or channel to reduce flow velocity and encourage sediment settling.
Stabilized Construction Entrance
A stone pad at a site access point designed to remove sediment from vehicle tires before they reach a public or paved surface.
Bypass
A condition where runoff or sediment passes around, under, or through a control without being intercepted as designed.
Embedment Depth
The depth to which silt-fence fabric is buried in the trench below grade to prevent flow from passing beneath it.
Maintenance Threshold
The specified sediment-accumulation depth at which a control must be cleaned out.
Stop-Work Condition
A field condition requiring work to halt until a competent person, engineer, or responsible party provides direction.

Skill Check

  1. Why must the site walk identifying upslope water sources and flow paths occur before any control is installed?
  2. Why must perimeter controls be installed before additional soil disturbance occurs in an area?
  3. What happens to a silt fence's protection if its fabric is not embedded to the specified trench depth?
  4. Why must a silt-fence end be turned upslope or otherwise terminated per the approved method?
  5. What must the learner do before soil disturbance proceeds downslope of a control found to be undermined or bypassed?
  6. Why is a stabilized construction entrance required in addition to perimeter silt fence?
  7. What is the difference between a controlled water-flow observation and simply inspecting a control visually after it is installed?
  8. Why must an inspection and maintenance log be established rather than relying on periodic informal checks?
  9. What must be recorded on the inspection and maintenance log after a qualifying rainfall?
  10. Under what condition may a temporary drainage or erosion-control device be removed before the project closes?

Competency Rubric

CompetencyIndependent Pass StandardNot DemonstratedWith AssistanceIndependently
SP-043Reviews the erosion-control plan and identifies upslope water sources, low points, concentrated flow paths, storm inlets, exposed soil, and stockpiles before installing controls
SP-044Installs diversion swales and temporary drainage pipe or culverts to the approved route and slope, and provides a stabilized construction entrance
SP-045Installs silt fence at the specified post spacing and embedment, and installs inlet protection without creating unsafe flooding or traffic conditions
SP-046Stabilizes stockpiles and exposed slopes, and installs check dams or flow-spreading devices where required
SP-047Observes system performance under controlled or natural flow and inspects for bypass, undermining, ponding, erosion, sediment release, and damage
SP-048Establishes and maintains an inspection and maintenance log, correcting failed conditions and removing accumulated sediment at the required threshold

Mark one column per competency. Only Demonstrated Independently awards the competency; Demonstrated with Assistance authorizes additional supervised practice but does not complete the requirement.

Inspection Checklist — Temporary Drainage and Erosion Control Record Sheet

ItemApproved / Specified ValueField ResultWithin Requirement (Y/N)Correction (if any)
Swale route and slope
Drainage pipe installation
Silt-fence post spacing and embedment
Inlet protection installation
Check dams and stabilization
Construction entrance

Escalations and direction obtained (list): ____________     Unresolved conditions: ____________

System declared functioning and ready for continued service: ______ (Yes/No)     Date: ____________     Builder name: ____________

Performance Check

With every control installed and the system observed under controlled or natural flow, review the completed system against the Acceptance Standards table and confirm swales and drainage pipe follow the approved route and slope, silt fence is installed at the specified post spacing and embedment with no gaps or unturned ends, inlet-protection devices are properly seated with no unsafe flooding or traffic condition, check dams and stabilization measures are in place at every required location, the stabilized construction entrance meets the specified stone size and depth, no bypass, undermining, ponding, erosion, or sediment release was observed, and the inspection and maintenance log is complete. Complete the Temporary Drainage and Erosion Control Record Sheet and correct any failed item before additional soil disturbance proceeds.

Project Closeout

You have completed the eighth project in the site preparation sequence: installing and commissioning a temporary drainage and erosion-control system that protects the cleared area of Project 4 and the excavated footings of Project 5 through the remainder of construction. This project required you to review the erosion-control plan and identify upslope water sources, low points, flow paths, inlets, and stockpiles (SP-043), install diversion swales and temporary drainage pipe to the approved route and slope and provide a stabilized construction entrance (SP-044), install silt fence at the specified spacing and embedment and inlet protection without creating unsafe conditions (SP-045), stabilize stockpiles and slopes and install check dams where required (SP-046), observe system performance and inspect for bypass, undermining, ponding, erosion, and damage (SP-047), and establish and maintain an inspection and maintenance log with corrections and sediment removal (SP-048).

You now have a functioning, documented erosion-control system that remains in service and under inspection through the utility trenching, grading, backfill, and drainage work of the projects that follow, until it is removed in the authorized sequence during final cleanup.

Leave every control in service, your inspection and maintenance log current, and every Project 03 control point and Project 04 stockpile boundary undisturbed. Later projects depend on this system remaining functional until permanent stabilization is accepted.