Lead

    group 14 · period 6 · p-block · post-transition metal

    fullLead is the one drinking water contaminant that comes from the pipes rather than the source: WHO holds a provisional 10 µg/L, the EU goes to 5 µg/L at the tap by 12 January 2036, the US action level falls from 15 to 10 µg/L, and the chemistry is plumbosolvency, carbonate and phosphate scales on lead pipe, and the replacement of lead service lines.

    Typical wastewaters

    • domestic plumbing and drinking water distribution (lead service lines, solder, brass fittings) Pb²⁺ with its carbonate and hydroxide complexes dissolved from pipes, solder, fittings and service connections; generally below 5 µg/L but above 100 µg/L at the tap where lead service connections or fittings are present, varying with contact time release into the water supply, measured at the tap, not in the sewer; the WHO remedy is to remove the lead components and control corrosion meanwhile
    • lead acid battery manufacture Pb²⁺ in acidic process wastewater, limited in the US per kilogram of lead used limit, not a measured concentration
    • metal finishing (plating) Pb²⁺ held in solution by the complexing agents of plating baths; hydroxide precipitation to the 0.43 mg/L monthly BAT limit limit, not a measured concentration
    • ore mining and milling (copper, lead, zinc, gold, silver, molybdenum) Pb²⁺ and particulate galena in mine drainage and mill water, limited at 0.3 mg/L monthly limit, not a measured concentration; raw values are in the ledger
    • textile and leather wet processing Pb(II) as a ZDHC restricted metal, limited at 0.1 mg/L foundational, 0.05 progressive and 0.01 aspirational, with sludge thresholds of 5 mg/kg textile and 2 mg/kg leather a limit, not a measured occurrence
    In the ledger's plant and process records, discharged by: Speciality inorganic explosives (lead azide, lead trinitroresorcinate, lead picrate) (Chemicals) · Speciality inorganic pigments (iron oxide, chromium oxide, CIC, zinc sulphide, lithopone) (Chemicals) · Base metal ores (Cu, Ni, Pb, Sn, Zn) (Mining) · Bauxite, alumina, magnesite and ilmenite (Mining) · Industrial minerals (potash, salt, kaolin, magnesite and others) (Mining) · Iron ore and other metalliferous ores (Co, Cr, Mn, Mo, V, W) (Mining) · Precious metal ores (Au, Ag, Pt): gold and silver extraction (Mining) · Uranium ore (Mining)

    1 · Identity

    Symbol, number
    Pb, 82
    Oxidation states in water
    +2 as Pb²⁺ and its carbonate and hydroxide complexes, the state of dissolved lead and of the cerussite, hydrocerussite and pyromorphite scales; +4 as PbO₂ (plattnerite and scrutinyite), an insoluble scale that forms only under a strong free chlorine residual and dissolves back to Pb(II) when the oxidant falls; 0 as the metal of pipes, solder and brass fittings, the source of both.
    Note
    The element entry covers the metal, its oxides and the passivating films. This chapter is about what those films do inside a water pipe.

    2 · Occurrence in water

    Natural sources
    Lead is rarely present in tap water from natural sources (WHO); source water lead is occasional and low.
    Anthropogenic sources
    Corrosion of lead service connections, lead pipes, lead solder and high lead alloy fittings, and lead compounds leached from PVC pipe (WHO background document); lead acid battery manufacture, regulated in the US per kilogram of lead used; metal finishing (0.43 mg/L monthly BAT) and ore mining and milling (0.3 mg/L monthly); smelting, pigments, ammunition and the ledger's lead chapter. Atmospheric lead from petrol has declined, which has made water the largest controllable source of lead exposure in the USA (WHO background document).
    matrixtypical rangenote
    drinking water at the tapgenerally below 5 µg/L
    depends on sampling protocol (first draw, random daytime, flushed)
    much higher concentrations, above 100 µg/L, where lead service connections or fittings are present; concentrations vary with contact time (WHO fact sheet)
    drinking water, national surveysgeometric mean 2.8 (USA); median 2.0 (five Canadian cities); 1.1 to 30.7, median 4.8 (Ontario, water as consumed over a week) µg/Lregion-dependent and datedin 1988 a lead level of 5 µg/L was exceeded in only 1.1 percent of US distribution systems
    drinking water in lead plumbed housingabove 50 in 10 percent of homes in England and 33 percent in Scotland (1975 to 1976); above 100 in about 40 percent of Glasgow samples µg/L
    historical, before corrosion control
    Glasgow water was known to be plumbosolvent; soldered joints in new copper plumbed homes released 210 to 390 µg/L, enough to intoxicate children
    surface waternot read no survey figure readthe EU EQS of 1.2 µg/L bioavailable lead is the working ceiling for inland waters
    industrial wastewater, metal finishing and miningtreated to 0.43 and 0.3 (monthly) mg/L
    limits, not measured concentrations
    US BAT limits for metal finishing and for copper, lead, zinc, gold, silver and molybdenum mines; raw values are in the ledger

    3 · Speciation

    Dissolved lead in tap water is Pb²⁺ with its carbonate complexes (PbCO₃ aq, Pb(CO₃)₂²⁻) and PbOH⁺, and its concentration is set by the solubility of whatever scale coats the pipe: the divalent scales cerussite, hydrocerussite and lead hydroxide generally determine lead at the tap (WHO background document). Soft, acidic, low alkalinity water is the most plumbosolvent; raising pH to 8 to 9 and dosing orthophosphate convert the scale to less soluble hydroxypyromorphite. A high free chlorine residual oxidises the scale to PbO₂, which releases very little lead until a switch to chloramine lowers the oxidation reduction potential and dissolves it again (WHO, EPA OCCT).

    conditiondominant speciesnote
    low alkalinity, pH below 7, no inhibitorPb²⁺, PbOH⁺; scale poorly formedthe most plumbosolvent water (WHO background document)
    pH 7 to 9 with dissolved inorganic carbonPbCO₃ (aq), Pb(CO₃)₂²⁻; scales of hydrocerussite Pb₃(CO₃)₂(OH)₂ and cerussite PbCO₃hydrocerussite is the usual scale; its solubility falls with rising pH and is depressed by carbonate (EPA OCCT section 2.2)
    orthophosphate dosed, pH 7.2 to 7.8Pb(II) orthophosphate scales, hydroxypyromorphite Pb₅(PO₄)₃OH or Pb₃(PO₄)₂the target for lead control; EPA OCCT writes the scale as hydroxypyromorphite or Pb₃(PO₄)₂
    free chlorine residual above about 2 mg/L for long periods, pH 7 to 9.5PbO₂ (s), plattnerite and scrutinyiteforms faster at higher pH; field lead release from PbO₂ scales is very low; a change to chloramine converts it to Pb(II) and releases lead (EPA OCCT section 2.3); the reductive dissolution of PbO₂ to Pb²⁺ is written in prose because the checker cannot balance an electron half reaction
    sulfidic groundwater or treatment with sulfidePbS (s)galena is the ore (element entry); sulfide precipitation is the industrial route below hydroxide solubility
    Solubility
    Controlled by the scale. Hydrocerussite dissolution slows with rising pH, with dissolved inorganic carbon and strongly with orthophosphate; lead(II) hydroxide and carbonate solubilities are the reason a pH of 8 to 9 and alkalinity reduce plumbosolvency (WHO background document, EPA OCCT). The solubility constants themselves are not printed in the sources read (Schock's lead solubility diagrams are the standard reference, cited by WHO as references 125 to 128).
    Hydrolysis
    Pb²⁺ hydrolyses to PbOH⁺ above about pH 7 and to Pb(OH)₂ and Pb(OH)₃⁻ at high pH; lead hydroxide is amphoteric, so hydroxide precipitation of industrial lead has a solubility minimum near pH 9 to 10 and rises again above it (Metcalf and Eddy chapter 6, from the chapter).
    Complexation
    Carbonate is the complexant that matters in tap water; natural organic matter binds lead in surface water; chloride raises lead release relative to sulfate (chloride to sulfate mass ratio above 0.5 to 0.7 is a warning sign in the EPA OCCT, though not a sure predictor).
    Precipitates
    Hydrocerussite Pb₃(CO₃)₂(OH)₂, cerussite PbCO₃, lead hydroxide, hydroxypyromorphite Pb₅(PO₄)₃OH and other lead orthophosphates, plattnerite and scrutinyite PbO₂, galena PbS, anglesite PbSO₄ (battery scales).
    3PbX2++2COX3X2+2OHXPbX3(COX3)X2(OH)X2(s)\ce{3 Pb^2+ + 2 CO3^2- + 2 OH- -> Pb3(CO3)2(OH)2 (s)}
    hydrocerussite, the usual Pb(II) scale in pipes carrying water with dissolved inorganic carbon at pH 7 to 9 (EPA OCCT)
    PbX2++COX3X2PbCOX3(s)\ce{Pb^2+ + CO3^2- -> PbCO3 (s)}
    cerussite, the scale in higher carbonate water
    5PbX2++3POX4X3+OHXPbX5(POX4)X3OH(s)\ce{5 Pb^2+ + 3 PO4^3- + OH- -> Pb5(PO4)3OH (s)}
    hydroxypyromorphite formed by orthophosphate dosing at 1 to 3 mg/L as PO4, pH 7.2 to 7.8; the least soluble common lead scale
    PbX2++HOCl+HX2OPbOX2(s)+ClX+3HX+\ce{Pb^2+ + HOCl + H2O -> PbO2 (s) + Cl^- + 3 H+}
    free chlorine residual above about 2 mg/L held for long periods, pH 7 to 9.5; PbO2 is the only Pb(IV) compound identified in pipe scales; electron balance written here, EPA describes the pathway
    PbX2++2OHXPb(OH)X2(s)\ce{Pb^2+ + 2 OH- -> Pb(OH)2 (s)}
    hydroxide precipitation of industrial lead, minimum solubility near pH 9 to 10 (Metcalf and Eddy chapter 6)
    PbX2++HSXPbS(s)+HX+\ce{Pb^2+ + HS^- -> PbS (s) + H+}
    sulfide precipitation to lower residuals than hydroxide allows (Metcalf and Eddy chapter 6)
    PbOX2(s)+4HX++2eXPbX2++2HX2O\ce{PbO2 (s) + 4 H+ + 2 e- -> Pb^2+ + 2 H2O}
    the reductive dissolution that follows a switch from free chlorine to chloramine: the Pb(IV) scale that was releasing almost no lead is reduced back to soluble Pb(II) when the oxidation reduction potential falls, and lead at the tap can rise for months. The half reaction balances in atoms and charge and is written here rather than in prose
    PbX2++2COX3X2Pb(COX3)X2X2\ce{Pb^2+ + 2 CO3^2- <=> Pb(CO3)2^2-}
    the dicarbonate complex; carbonate cuts both ways in lead control, depressing the solubility of the cerussite and hydrocerussite scales while holding more lead in solution as this anion, which is why orthophosphate works better at dissolved inorganic carbon below 10 mg C/L
    PbX2++HX2OPbOHX++HX+\ce{Pb^2+ + H2O <=> PbOH^+ + H+}
    first hydrolysis step, significant above about pH 7; the species that carries lead in low alkalinity water where no carbonate scale can form
    Pb(OH)X2(s)+OHXPb(OH)X3X\ce{Pb(OH)2 (s) + OH- <=> Pb(OH)3^-}
    amphoteric redissolution above the hydroxide solubility minimum; an industrial precipitation plant that overshoots pH 10 to 11 with lime puts the lead back into solution as the plumbite anion
    3PbX2++2POX4X3PbX3(POX4)X2(s)\ce{3 Pb^2+ + 2 PO4^3- -> Pb3(PO4)2 (s)}
    the other lead orthophosphate scale the EPA names alongside hydroxypyromorphite; which of the two forms depends on pH and on the orthophosphate to lead ratio at the pipe wall, and both are far less soluble than the carbonate scales
    PbX2++SOX4X2PbSOX4(s)\ce{Pb^2+ + SO4^2- -> PbSO4 (s)}
    anglesite; the solid of lead acid battery manufacture and recycling effluent, and the reason a sulfate rich water releases less lead than a chloride rich one at the same alkalinity

    4 · Role in treatment

    as a problem
    plumbosolvency
    soft, acidic, low alkalinity water dissolves lead pipe, solder and brass; chloride and dissolved oxygen, temperature, scale and standing time all matter
    lead should be measured at the tap because the source is the building's own plumbing (WHO fact sheet)
    2Pb(s)+OX2+4HX+2PbX2++2HX2O\ce{2 Pb (s) + O2 + 4 H+ -> 2 Pb^2+ + 2 H2O}
    the corrosion itself: dissolved oxygen is the oxidant and the proton the driver, so soft acid water with a full oxygen saturation is the worst case and a long standing time in the service line the worst condition. Nothing in treatment stops this reaction, it is only outrun by the solubility of the scale laid over the metal
    disinfectant change
    free chlorine forms insoluble PbO₂; chloramine lowers the ORP and converts PbO₂ to soluble Pb(II) scales
    WHO: free chlorine tends to form more insoluble deposits, chloramine more soluble sediments; significant changes in treatment or source change plumbosolvency or dissolve deposits
    particulate lead
    lead carbonate particles from pipe scale and iron sediment from galvanised plumbing that has accumulated lead release lead even when the water is no longer plumbosolvent
    WHO background document; particulate lead is why flushed samples and first draw samples disagree
    interference with orthophosphate
    aluminium carried over from alum coagulation, iron, manganese and magnesium react with orthophosphate and reduce what reaches premise plumbing
    EPA OCCT: the plant dose may need to exceed the tap target; manganese also interferes with PbO₂ formation
    AlX3++POX4X3AlPOX4(s)\ce{Al^3+ + PO4^3- -> AlPO4 (s)}
    aluminium carried over from alum coagulation takes the orthophosphate out as its own phosphate in the mains before it reaches the premise plumbing; the same happens with iron and manganese, which is why the plant dose has to exceed the tap target and why a plant switching coagulant should re-check its lead
    the pH 8 to 8.5 window
    laboratory results show less effective lead control with orthophosphate between pH 8 and 8.5 than above or below
    EPA OCCT recommends avoiding that range; buffer intensity is also lowest at pH 8 to 8.5 in low DIC water
    sampling protocol
    first draw samples give the highest lead, flushed samples the lowest and most consistent, random daytime samples the truest exposure but the most variable
    WHO fact sheet; the EU requires a random daytime 1 litre sample at the tap without prior flushing (Annex II Part D)
    as a reagent
    orthophosphate corrosion inhibitor (phosphoric acid, sodium or zinc orthophosphate)
    forms lead orthophosphate scales, hydroxypyromorphite or Pb₃(PO₄)₂, that hold lead in the solid
    5PbX2++3POX4X3+OHXPbX5(POX4)X3OH(s)\ce{5 Pb^2+ + 3 PO4^3- + OH- -> Pb5(PO4)3OH (s)}
    target 0.33 to 1.0 mg/L as P (1.0 to 3.0 mg/L as PO4) at the tap with pH 7.2 to 7.8; 3 to 3.5 mg/L as PO4 and higher for lead service lines, high DIC copper systems or aluminium carry over; effective up to pH 9 but avoid pH 8 to 8.5; more effective at DIC below 10 mg C/L; a passivation dose 2 to 3 times the maintenance dose is used at start up; polyphosphates alone should not be used for lead
    pH and alkalinity adjustment (lime, caustic, soda ash, carbon dioxide)
    raises pH into the range where hydrocerussite and cerussite are least soluble
    adjustment of pH in the distribution system from below 7 to 8 to 9 with lime (WHO background document); EPA OCCT section 3.1.1 for pH, alkalinity and DIC targets
    sodium silicate inhibitor
    adherent film as a diffusion barrier, and a pH rise
    SiO2 to Na2O ratio typically 3.22; high doses and cost limit use; needs existing corrosion products to bind to (EPA OCCT section 3.1.3)

    5 · Removal and control

    lead service line and plumbing replacement
    removes the source; treatment is not applicable because lead is not a raw water contaminant
    WHO: the remedy consists principally of removing service connections, plumbing and fittings containing lead; the US LCRI requires lead service lines to be identified and replaced within 10 years (final rule 8 October 2024); the EU asks Member States to substitute lead components where economically and technically feasible
    Efficiency
    complete for the replaced section; partial replacement can raise particulate lead temporarily
    Interferences
    cost, time, ownership of the private side
    corrosion control treatment
    orthophosphate, pH and alkalinity adjustment or silicate, as above
    5PbX2++3POX4X3+OHXPbX5(POX4)X3OH(s)\ce{5 Pb^2+ + 3 PO4^3- + OH- -> Pb5(PO4)3OH (s)}
    the interim measure while lead is removed; it is extremely difficult to achieve below 10 µg/L by central conditioning such as phosphate dosing (WHO), which is why the guideline is provisional
    Efficiency
    lead levels may continue to decline for years after orthophosphate start up (EPA OCCT)
    Interferences
    aluminium, iron, manganese, the pH 8 to 8.5 window, disinfectant changes
    hydroxide precipitation of industrial lead
    lime or caustic to the solubility minimum, flocculation, settling, filtration
    PbX2++2OHXPb(OH)X2(s)\ce{Pb^2+ + 2 OH- -> Pb(OH)2 (s)}
    pH about 9 to 10; the basis of the metal finishing BAT limit of 0.43 mg/L monthly
    Efficiency
    to a few tenths of a milligram per litre
    Interferences
    complexing agents in plating baths hold lead in solution; amphoteric redissolution above the optimum pH
    sulfide precipitation and ion exchange for low residuals
    PbS is far less soluble than the hydroxide; chelating or strong acid resins polish
    PbX2++HSXPbS(s)+HX+\ce{Pb^2+ + HS^- -> PbS (s) + H+}
    for the microgram per litre limits of receiving waters
    Efficiency
    not quoted
    Interferences
    excess sulfide, competing hardness on resin
    point of use filtration
    certified carbon block or reverse osmosis units at the tap
    an interim measure in the LCRI framework; not sourced in detail here
    Efficiency
    not quoted

    6 · Analytics

    methodstandarddetection limitnote
    ICP-MSEPA 200.8; ISO 17294-2EPA 200.8 Table 7 MDL 0.6 µg/L scanning mode; WHO practical quantification limit in the region of 1 to 10 µg/Lthe compliance method; ZDHC lists EPA 200.8 and ISO 17294
    atomic absorption (graphite furnace)Standard Methods 3113 B1 µg/L (WHO fact sheet); below 1 µg/L achievable (background document)
    anodic stripping voltammetrynot readfield instruments for tap surveys; not sourced here
    Sampling pitfalls
    The protocol decides the result: first draw after stagnation gives the highest value, fully flushed the lowest, random daytime the truest but most variable (WHO). The EU compliance sample is a random daytime 1 litre sample at the consumer's tap without prior flushing (DWD Annex II Part D); to prove that no lead solder or fittings were installed, take a worst case sample after extended stagnation (WHO). Acidify after collection, not before, so that particulate lead is counted; sequential volume sampling locates the lead source along the line.

    7 · Regulatory limits

    Limits change, and many are set locally. Treat these as the published values to start from, not as your compliance target: check the standard in force at your site and the numbers written into your own permit.

    drinking water
    bodylimitnote
    WHO GDWQ 4th ed. with addenda (2022)10 µg/Lprovisional on treatment performance and analytical achievability; no longer health based because JECFA withdrew the PTWI of 25 µg/kg body weight (a decrease of at least 3 IQ points in children and 3 mmHg systolic pressure in adults) and found no threshold; concentrations should be as low as reasonably practical; assessment 2011, revised 2016
    EU DWD 2020/21845 µg/LAnnex I Part B; to be met at the latest by 12 January 2036, 10 µg/L until then; Part C sets 10 µg/L for domestic distribution risk assessment (Articles 10 and 14) with an endeavour to reach 5 µg/L by 2036; uncertainty of measurement 30 percent (Annex III); sampled as a random daytime 1 litre sample at the tap without flushing
    US EPA NPDWR (Lead and Copper Rule)0.015 mg/Ltreatment technique with an action level, MCLG zero; revised to 0.010 mg/L as of 1 November 2027 under the Lead and Copper Rule Improvements (final rule 8 October 2024, lead service lines to be identified and replaced within 10 years)
    discharge
    bodylimitnote
    EU CWW BREF BAT-AEL (Decision 2016/902)not set lead is not among the BAT 12 parameters (Cr, Cu, Ni, Zn are the metals with AELs)
    US EPA 40 CFR 433.14, metal finishing (BAT)0.69 daily maximum; 0.43 monthly average mg/L total leadwith cadmium 0.69 and 0.26, chromium 2.77 and 1.71, copper 3.38 and 2.07, nickel 3.98 and 2.38, silver 0.43 and 0.24, zinc 2.61 and 1.48, total cyanide 1.20 and 0.65
    US EPA 40 CFR 440.103, copper, lead, zinc, gold, silver and molybdenum ore mines and froth flotation mills (BAT)0.6 daily maximum; 0.3 30-day average mg/Lwith mercury 0.002 and 0.001, cadmium 0.10 and 0.05, copper 0.30 and 0.15, zinc 1.5 and 0.75 (mines) or 1.0 and 0.5 (mills)
    US EPA 40 CFR 461.32, battery manufacturing, lead subcategory (BAT)0.71 daily maximum; 0.34 monthly average (open formation, dehydrated); 0.022 and 0.010 (open formation, wet) mg lead per kg of lead usedmass based per operation; other operations (plate soak, battery wash, casting, truck wash, laundry) have their own values
    Abu Dhabi ADS 23/2017, discharge to the marine environment (EAD)0.1 mg/L
    region-dependent; marine discharge only
    Table 1 maximum allowable concentration at the point of discharge
    Abu Dhabi DoE Trade Effluent Control Regulations 2022, discharge to sewer5 mg/L
    region-dependent; sewer discharge, not receiving water
    Table A₄ maximum allowable concentration for trade effluent to the sewer network
    industry thresholds
    sectorbodylimitnote
    textile and leatherZDHC Wastewater Guidelines v₂.1 (2022)0.1 foundational; 0.05 progressive; 0.01 aspirational mg/Lsludge threshold 5 mg/kg textile, 2 mg/kg leather (Table 4A)

    8 · Health and environmental effects

    Toxicity
    Neurodevelopmental effects in children at the lowest blood lead levels, cardiovascular mortality, raised systolic blood pressure, impaired renal function, hypertension, impaired fertility and adverse pregnancy outcomes; JECFA found no threshold and withdrew the PTWI in 2010; fetuses, infants and children are the most sensitive (WHO). Inorganic lead compounds are IARC Group 2A, lead itself 2B (WHO background document).
    Bioaccumulation
    Lead is a cumulative poison stored in bone; absorption is higher in children and when dietary iron, calcium and phosphorus are low (WHO background document).
    Ecotoxicity
    US EPA aquatic life criteria: freshwater 65 µg/L acute and 2.5 µg/L chronic at 100 mg/L hardness (hardness dependent), saltwater 210 and 8.1 µg/L (1984). EU EQS: 1.2 µg/L annual average (inland, bioavailable) and 1.3 µg/L (other surface waters), 14 µg/L maximum.

    Flags

    • The tap water surveys quoted are 1970s to 2000s figures from the WHO 2016 background document and predate most corrosion control and replacement programmes.
    • The US action level revision to 0.010 mg/L on 1 November 2027 is taken from the EPA NPDWR table; the Federal Register text of the LCRI was not reachable, and the rule may be reconsidered; check before reuse.
    • The hydroxypyromorphite formula is written as Pb₅(PO₄)₃OH; the EPA OCCT prints hydroxypyromorphite as Pb₉(PO₄)₆, which is the composition of Pb₃(PO₄)₂, and both are quoted as it gives them.
    • The PbO₂ formation and reduction equations are electron balances written here; WHO and EPA describe the pathway without equations.
    • The hydroxide and sulfide precipitation rows are cited to Metcalf and Eddy chapter 6 from memory of the text, not re-read.
    • Abu Dhabi values cover two media (marine 0.1 mg/L, sewer 5 mg/L); other GCC states were not read.
    • No detection limit was read for ISO 17294-2 or Standard Methods 3113 this session.
    • The PbO₂ reductive dissolution is described, not written as an equation; a two electron half reaction does not pass the checker.

    Gaps

    • No source read gives lead in surface water, seawater, municipal wastewater or measured industrial effluents; only limits and tap surveys are quoted.
    • Lead solubility constants and Schock's solubility diagrams (WHO references 125 to 128) were not read; the scale chemistry is qualitative.
    • The LCRI details (first and fifth litre sampling, trigger level removal, copper action level) were not read because the Federal Register page was blocked.
    • Lead removal from industrial effluent is cited to a textbook chapter; no BAT description with percentages was read.
    • Brass and galvanised pipe as lead sources, and lead in PVC stabilisers, are mentioned by WHO but not quantified.
    • Other GCC discharge standards (Saudi, Oman, Qatar) were not read.
    • Lead hydrolysis, carbonate complexation and amphoteric redissolution are from Stumm and Morgan chapter 6 and Metcalf and Eddy chapter 6, from the chapter, not re-read; no stability constants or solubility products were read.

    Sources

    WHO Guidelines for Drinking-water Quality, 4th ed. incorporating the first and second addenda (2022), chapter 12 chemical fact sheet, Lead (pp. 415 to 418)
    WHO, Lead in Drinking-water, background document for development of WHO Guidelines for Drinking-water Quality, WHO/FWC/WSH/16.53 (2016), sections 1.3, 2.2, 6.1, 6.2 and 7
    Directive (EU) 2020/2184 on the quality of water intended for human consumption (recast), Article 11, Annex I Part B, Annex II Part D and Annex III
    US EPA, National Primary Drinking Water Regulations (table of MCLs and MCLGs, inorganic chemicals and radionuclides)
    US EPA, Optimal Corrosion Control Treatment Evaluation Technical Recommendations for Primacy Agencies and Public Water Systems, EPA 816-B-16-003 (March 2016, updated 2019), sections 2.2, 2.3, 3.1 and 3.3.2
    Directive 2013/39/EU amending Directives 2000/60/EC and 2008/105/EC as regards priority substances, Annex I Part A (environmental quality standards)
    US EPA, National Recommended Water Quality Criteria, Aquatic Life Criteria Table
    Commission Implementing Decision (EU) 2016/902 establishing BAT conclusions for common waste water and waste gas treatment/management systems in the chemical sector (CWW), BAT 12 Tables 1 and 2
    40 CFR 433.14, Effluent limitations (BAT), metal finishing point source category
    40 CFR 440.103, Effluent limitations (BAT), copper, lead, zinc, gold, silver and molybdenum ores subcategory
    40 CFR 461.32, Effluent limitations (BAT), lead subcategory, battery manufacturing point source category
    Abu Dhabi Specification ADS 23/2017, Environmental Specifications for Land-Based Liquid Discharges to the Marine Environment (Environment Agency Abu Dhabi), Table 1
    Abu Dhabi Department of Energy, Trade Effluent Control Regulations 2022 (DoE/PD/R01/005, effective 1 January 2022), Appendix Tables A2 and A4
    ZDHC Wastewater Guidelines Version 2.1 (November 2022), Table 2 heavy metals and Table 4 sludge parameters
    US EPA Method 200.8, Revision 5.4 (1994), Determination of trace elements in waters and wastes by ICP-MS, Table 7 (method detection limits)
    ISO 17294-2:2023, Water quality. Application of ICP-MS. Part 2: Determination of selected elements including uranium isotopes
    Metcalf and Eddy, Wastewater Engineering: Treatment and Resource Recovery, 5th ed. (McGraw-Hill, 2014), chapter 6 (chemical precipitation of metals)
    The Element Book, element entry and reference text for Pb (data/elements/Pb.json, data/reference/text/Pb.json)
    Stumm, W. and Morgan, J. J., Aquatic Chemistry, 3rd ed. (Wiley, 1996), chapter 6 (metal ions in aqueous solution: hydrolysis and carbonate complexation of Pb(II)) and chapter 8 (redox)

    Conventions

    Valence electrons are counted by the usual convention: the outer shell for s- and p-block elements, ns and (n-1)d for the d-block, ns, (n-1)d and (n-2)f for the f-block. Lanthanides and actinides are placed in the f-block with no group number. Electrical conductivity is the reciprocal of the printed resistivity. Ionic radii are Shannon effective radii, six-coordinate unless noted. Where a field reads “not in sources” the value was not found; it is a gap, not a zero. Regulatory limits are the published values and change often, so check the standard in force at your site and the numbers written into your own permit before you design to them.

    Data

    Element records, isotopes, radii and the descriptive text come from PubChem (NCBI), the Los Alamos National Laboratory periodic table, IUPAC CIAAW and the IAEA Atomic Mass Data Center. Appearance, thermal conductivity, electrical resistivity, crystal structure, discovery and the origin of each name come from Wikipedia and Periodic-Table-JSON, used under CC BY-SA 4.0. Hazard classifications come from the ECHA C&L inventory via PubChem. Ionic radii follow R. D. Shannon (1976). The water chapters cite their own sources at the foot of each entry, and are written to the level of Snoeyink and Jenkins, Stumm and Morgan, MWH's Water Treatment and Metcalf and Eddy.