Designing for closure from day one

I’m an environmental consultant on a greenfield pit in Nevada, pushing to lock in concurrent reclamation and a zero‑discharge water balance (GoldSim) before first blast. We’re modeling 1.2 m store‑and‑release covers and geomorphic landforms for waste rock, and using paste backfill to cut the TSF footprint. What’s worked for you on keeping pit‑lake chemistry stable — circulation, upstream diversions, or just getting recharge routing right?

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On a Nevada greenfield, we kept the pit lake stable by running a temporary limestone‑lined ramp drain that bled about 5–8 L/s during the first two wet seasons to force slight throughflow and prevent meromixis, then shut it off and left two solar mixers. That early bleed bumped alkalinity and DO and buffered metals; it does nick your “zero‑discharge” goal, but for a defined window it’s cheaper than long‑term high‑horsepower circulation; good overview here: USGS Scientific Investigations Report 2012–5015: Preliminary Analysis of the Hydrologic Effects of Temporary Shutdowns of the Rondout-West Branch Water Tunnel on the Groundwater-Flow System in Wawarsing, New York.

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And @OP “Zero‑discharge” is great — embed limestone lifts on benches pre-flood; small SolarBee units worked, but ice is tricky.

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We kept a Nevada pit lake steady by cutting a 2 m‑deep density‑current trench to a lined sump on the floor and rigging a flexible riser; during fill we skimmed the first flushes (high sulfate/Fe) with a 100–150 gpm pump back to the plant, then shut it off once profiles flattened — no mixers needed. Caveat: with that 1.2 m store‑and‑release your inflow pulses, so set a simple ‘Cl-’ trigger in GoldSim to pull a periodic sump drawdown if evaporative creep gets ugly; @mark39’s embedded alkalinity helps, but don’t bet the lake on it.

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Quick example: we blended about 1–2% dolomite fines into the upper lifts of backfill and built a small woodchip PRB at the main inflow so early runoff carried alkalinity and sulfate/Fe got knocked down. During rise, a 3 in. venturi on the transfer pump gave just enough mixing to keep redox in check; rule of thumb was “dose early, dose small.” Minor caveat: watch scaling/DOC pulses, and if it spikes, pair it with @carlos_m87’s floor‑sump setup for short‑term skimming.

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Since you’ve got paste backfill, @OP, we plumbed a small sidestream from the paste plant’s high-alkalinity bleed into the final void during first fill (about 5–10 gpm for about 12 months) and tied dosing to a simple pH/alkalinity trigger in GoldSim — it flattened the early acid pulses without movers. Caveat: watch for CaCO3/ettringite scaling in the line and shut it off once sulfate plateaus. For context on reactive buffering strategies, the GARD Guide is handy: http://gardguide.com.

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We built a limestone “beach” on the windy shore — passive alkalinity; cheap, @OP. Needs clean runoff.

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But building on @smith32, we went underwater with a submerged “alkaline runway” along the main ramp — coarse calcitic riprap and baffled drops — so first‑fill inflows cascaded across it and loaded alkalinity before reaching depth; antacid on the way in. Small caveat: we throttled flow to limit fines carryover and ran two small solar mixers the first summers to keep early stratification from locking in — do you have power near the rim?

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On a Nevada pit we kept the lake steady by pre‑treating inflows with an anoxic limestone drain and a small vertical‑flow cell — a big ‘Brita’ upstream — so alkalinity bumped and Fe/Al dropped before it reached the lake (design ref: https://osmre.gov/sites/default/files/inline-files/PassiveTreatment_01.pdf). It’s cheap to run, but only works if feed is low‑DO and fairly clear, so we added a small presed basin and a storm bypass. Do you have space in the ramp catchment to tuck one in?

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