Gutter Cleaning and Minor Repair Visit

Purpose

A gutter visit is a water-path check that happens to involve debris. The customer books a cleaning; what they are buying is that rain leaving the roof reaches a discharge clear of the foundation without running down the wall. A trough emptied of leaves and left dead level, or left discharging a hand's width from the block, is a clean gutter and a live problem, and the callback arrives during the next storm.

The second reason this exists is the ladder. Gutter work is the most common reason a handyman is at height beside a service drop, and the ladder gets set against the exact component being worked on.

Scope

Covers a residential or small commercial gutter visit up to two stories, reachable from an extension ladder on firm level ground: debris removal, flow verification, pitch and hanger correction, outlet and downspout clearing, seam re-sealing, guard removal and reinstatement, and the discharge at grade.

Does not cover work from the roof plane, gutter replacement or new runs, buried drain lines past the downspout elbow, which go to a drain-cleaning trade, or any building above two stories. Sealant selection belongs to the caulking and sealant renewal SOP; fascia that will not hold a fastener is rot repair and belongs to the siding and trim patch SOP.

Roles and responsibilities

Procedure

1. Walk the perimeter from the ground and close three gates before the ladder leaves the truck. Check building height, the ground under every ladder foot, and where the service drop lands. Acceptance: a note per elevation reading reachable or not, with ground condition and the drop's distance from the nearest work point. Wrong looks like setting up on the front and finding the back is a walkout with an extra story of drop. Stop rule: ground that cannot be leveled, or a run reachable only from the roof, ends the visit for that run. Hazard: overhead conductors are what kills on this job, so keep ladder, tools and body at least 10 ft from any line at 50 kV or less to ground, the unqualified-person clearance at 29 CFR 1910.333(c)(3); inside that, nobody works the elevation until the utility sleeves or drops it, and a fiberglass ladder does not buy the clearance back.

2. Set the ladder to the fascia or a standoff, never to the gutter. Extend it so the base stands about a quarter of the working length from the wall, foot or tie it, and land the top on a standoff. Acceptance: base-to-wall measured at about 4 to 1, feet flat on both pads, no load on the trough or its hangers, and 3 ft of siderail above any level you step onto, per 29 CFR 1926.1053 for construction work or 29 CFR 1910.23 for general industry. Wrong looks like the top rung hooked over the gutter lip, which dents the trough and pulls the hanger you came to inspect. Stop rule: a ladder that moves under a two-hand shake comes down and gets re-set. Hazard: you are at height on a device you just moved, so face it, keep your belt buckle inside the rails, climb with both hands free, and hoist the bucket.

3. Remove debris wet, bagged, and working toward the outlet. Wet the contents with a hose stream or pump sprayer before touching them, scoop by hand into a bagged bucket hung off the ladder, and work high end down so you are not packing a plug into the drop. Acceptance: trough bottom visible along the full reachable length, nothing pushed into an outlet, bags closed. Wrong looks like blowing the run dry, which turns the job airborne and drives half the load into the drop. Stop rule: a wasp nest in the trough or behind the fascia stops that run, because nobody knocks a nest off a ladder. Hazard: dried droppings and roof grit are an inhalation route, not a glove problem, since accumulated bird droppings can carry the fungus behind histoplasmosis, so the material is wetted before disturbance, never dry-swept or blown, and any respirator is under a written program per 29 CFR 1910.134. The same material and the cut trough edges carry contact and hand-to-mouth routes, so cut-resistant gloves, no eating until washed, and an edge that opens skin is cleaned on site with tetanus status confirmed.

4. Flush each run and time it to the discharge. With the trough clear, run water in at the far end and watch both the trough and the discharge. Acceptance, and these are shop defaults you can tune: flow at the discharge within 30 seconds of pouring, and two minutes after the water stops, no standing water deeper than about 1/4 in anywhere in the trough. Wrong looks like water reaching the discharge fine while a puddle sits mid-run, which is a pitch finding, not a clog. Stop rule: a backup at the outlet with the grade elbow already proven clear puts the blockage in a buried line, and that run stops as a drain-cleaning referral rather than getting a hose forced down it, which is how a shop buys a hardscape claim. Hazard: you are pouring water at height beside your own ladder, so the hose runs up outside the rails, never across a rung, and nobody stands under the discharge while it clears.

5. Measure pitch against run length and check the hangers. Take the drop across each run with a level and tape, high end to outlet, and put a hand on every reachable hanger. Acceptance: measured drop at or above the run's target, the target being about 1/4 in per 10 ft of run toward the outlet, hanger spacing within the hanger manufacturer's instructions for that profile and snow load, and no hanger moving under a firm pull. Wrong looks like re-pitching a whole run to chase a puddle one sagged hanger is causing. Stop rule: fascia that spins the screw or crumbles stops hanger work and goes to rot repair, and a run needing more than about a third of its hangers reset is a re-hang, which is quoted, not a field add. Hazard: pulling on hangers loads the ladder sideways, so pull along the wall toward yourself and never brace a hand on the trough. Keep the two slope figures apart: gutter capacity tables such as SMACNA's are published at a stated rainfall intensity, commonly 1 in per hour, and that design slope is not the hanging pitch above.

6. Re-seal seams, end caps and miters only where the joint is clean and dry. Wire-brush the joint, take old sealant back to bare metal, dry it, and lay new sealant on the inside face per its label. Acceptance: substrate dry and free of loose product, sealant applied inside the temperature range its label states, and the joint holding water two minutes with no drip. Wrong looks like a bead gunned over a wet, dirty seam, perfect leaving the driveway and gone by spring. Stop rule: a seam already sealed twice, or a corroded miter with pinholes through the metal, is a section replacement. Hazard: solvent-borne gutter sealants carry an inhalation route their label describes, so read it before the tube opens and work upwind with the tube capped between joints; where the label names a respirator, that is a condition of use, so a tech without one under a 1910.134 program does not do that joint.

7. Put back everything you took off, then fix the discharge at grade. Reinstall every guard panel and downspout section removed, re-fasten to the original points, then walk the discharge. Acceptance: guards and downspout sections reinstalled equal the count removed, recorded as a pair on the ticket, every strap re-fastened, and each discharge carrying water past the point where grade actually begins falling away from the wall. The IRC's site-grading requirement at Section R401.3, in the edition your jurisdiction has adopted, defines that fall, so the extension reaches past where it starts, not past the block. Wrong looks like a guard panel left in the truck. Stop rule: a discharge that can only run toward the house because grade slopes in is a grading finding, gets a written note and a temporary extension, not a longer elbow. Hazard: hand tools and water at a foundation, so confirm the buried gas and irrigation runs before driving any stake.

8. Close out on the record, not on appearance. Walk the customer to at least one discharge, show the flow, and hand over the per-run results including anything left unserviced. Acceptance: every run carries a flow result, a measured drop and a disposition, and every stop rule that fired is named with where it went. Wrong looks like a ticket reading "cleaned gutters" over a run nobody reached, which is the line read back after the basement takes water. Hazard: none at this step, once the ladder is down and strapped and the bags are off the walking path.

The record this produces

Per run: reachable or not with the reason, flow-appeared time in seconds, standing water depth at two minutes, measured drop in inches over the run length, hangers reset, joints sealed, guards and downspout sections removed and reinstalled as a matched pair, and the discharge condition at grade, plus any stop rule that fired and where it went.

The office reads the unserviced-run line when the customer calls about a leak, because a run nobody reached is not a warranty claim. The next tech reads flow times to tell a run that re-clogs each autumn from one that never drained.

Worked pass: two-story colonial, four runs, 132 ft of gutter

Step 1: front and both gables reachable, ground firm. Rear elevation firm, but the service drop lands on the fascia about 4 ft from the northeast corner, inside the 10 ft clearance, so the last 12 ft of the rear run was gated out and noted for the utility call.

Step 2: front run, working length 24 ft, base set 6 ft out, which is the 4 to 1 pitch, standoff on the fascia, no load on the trough. Step 3: three bags of wet leaf mat and shingle grit off the three serviced runs, no blower. A paper wasp nest behind the northwest strap stopped that 8 ft section, noted in writing.

Step 4: front run flowed in 11 seconds, clean at two minutes. East gable, 9 seconds, clean. West gable run, 32 ft: flow at 14 seconds, but at two minutes a mid-run puddle measured 5/8 in deep, past the 1/4 in default. Not a clog, so it went to step 5 as a pitch finding.

Step 5 FAILED and took its stop rule partway. Measured drop on the 32 ft west run came out at 0.2 in, high end to outlet. Target at 1/4 in per 10 ft is 32 divided by 10, times 0.25, which is 0.80 in, so the run was 0.60 in short and effectively level. Ten hangers on the run, four pulled at the high end and carrying the trough low. Four of ten is under the one-third threshold that would make this a re-hang, so the correction stayed in scope: four hangers reset upward, drop re-measured at 0.85 in, flush repeated, no standing water at two minutes. Had a fifth and sixth spun in soft fascia, the step would have ended there as rot repair.

Step 6: the west miter had one weeping seam, brushed to bare metal, dried, resealed on the inside face, held water two minutes with no drip. Step 7: two guard panels removed at step 3, two reinstalled, recorded as the pair; the front discharge was dumping at the block, so a 6 ft extension took it past where grade began falling away, confirmed by pouring and watching the water leave.

Step 8: ticket carried four runs, three serviced, one gated with its reason, one wasp finding, one pitch correction with both drop figures, and one utility referral.

References

• 29 CFR 1910.333(c)(3) for unqualified-person clearance from overhead lines, and 29 CFR 1926.1053 (construction) or 29 CFR 1910.23 (general industry) for ladder setup
• 29 CFR 1910.134, which gates any respirator on a written program with medical evaluation and fit testing
• NIOSH and CDC guidance on histoplasmosis and accumulated bird or bat droppings, for the wet-before-disturbance rule
• International Residential Code Section R401.3 (site grading), in the edition your jurisdiction has adopted, and the SMACNA Architectural Sheet Metal Manual for gutter capacity at its stated rainfall intensity
• See related: Caulking and Sealant Renewal Visit; Siding and Trim Patch Repair; Deck Board and Railing Repair Standard