City of Boulder/USGS Water Quality Monitoring
Interpretation of Boulder Creek Nitrogen Data
by Sheila Murphy


NITROGEN (Including NITRATE, NITRITE, and AMMONIA)

November, 1999 NO3+NO2 Nitrite+nitrate concentrations and ammonia concentrations are usually low or undetectable in the upper part of Boulder Creek. November, 1999 NH3 Concentrations of nitrate+nitrite and ammonia increase significantly at sampling site BC-75, due to outfall from the Boulder Wastewater Treatment Plant (WWTP). The WWTP meets discharge requirements of the Colorado Department of Public Health and Environment, but some nitrate+nitrite and ammonia remain in the effluent. Concentrations downstream from the WWTP generally decrease due to dilution (as in November 1999).
September, 1998 NO3+NO2 However, in some months (such as September 1998), nitrite and nitrate concentrations spike at sampling sites Boulder Creek above Dry Creek (BC-aDC) and/or Boulder Creek at 95th Street (BC-95). These spikes may be due to non-point sources such as fertilizers or animal waste.

The flow rate of Boulder Creek largely influences nitrate+nitrite and ammonia concentrations in Boulder Creek. From April to September, flow in Boulder Creek is higher due to snowmelt runoff and thunderstorms. The high volume of water dilutes nitrite+nitrate and ammonia concentrations in the creek. BC-aDC, 1999 NO3+NO2 During low-flow months, wastewater effluent discharged from the WWTP dominates stream flow in lower Boulder Creek, often comprising over half of the total flow. Therefore, nitrate+nitrite and ammonia concentrations are often higher in low-flow months such as November, December, January, February, and March (for example, see BC-aDC in 1999).


Standar
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COMPARISON TO REGULATIONS

Nitrate+Nitrite

Colorado Department of Public Health and Environment Water Quality Control Division (CDPHE-WQCD) regulations state that for domestic water supply, the combined total of nitrite and nitrate shall not exceed 10 mg/L as N and nitrite concentration shall not exceed 1 mg/L as N at the point of intake (that is, the location where water enters standard treatment for drinking water). Nitrate+nitrite concentrations in upper Boulder Creek were always well below 1 mg/L (as N) in the period studied (1998 - 2000). Nitrate+nitrite concentrations in lower Boulder Creek were significantly higher, and sometimes above 10 mg/L; none of these sampling locations are used for domestic water supply.

CDPHE-WQCD regulations for aquatic life do not give a maximum concentration for nitrate+nitrite or for nitrate. There is a Class 1 Aquatic Life water quality standard for nitrite; however, this standard is not straightforward. Maximum concentrations of nitrite allowed for Class 1 Aquatic Life water depend on whether salmonids (such as trout) and other sensitive fish species are present and on chloride concentration in the water.

CDPHE-WQCD regulations state that for agriculture water, the combined total of nitrite and nitrate shall not exceed 100 mg/L (as N), and the nitrite concentration shall not exceed 10 mg/L (as N). These values were never exceeded in the Boulder Creek samples analyzed in the period studied (1998 - 2000).

Ammonia

CDPHE-WQCD regulations state that for domestic water supply, chronic total ammonia concentrations shall not exceed 0.5 mg/L as N at the point of intake (that is, ammonia concentrations should not exceed 0.5 mg/L constantly over a 30-day period at the location where water enters standard treatment for drinking water). Ammonia concentrations in upper Boulder Creek were always below 0.5 mg/L (as N) in the period 1998 to 2000; Ammonia concentrations in lower Boulder Creek were significantly higher, with a maximum of 17 mg/L (as N) at BC-75 in February 1998; none of the lower Boulder Creek sampling locations are used for domestic water supply.

CDPHE-WQCD regulations for Aquatic Life are based on unionized (no electrical charge) ammonia (NH3). However, the Boulder Creek samples are analyzed for total ammonia (which includes unionized ammonia and the ionized ammonium ion (NH4+)). The percentage of unionized ammonia can be calculated from the total ammonia concentration on a case by case basis, with a formula that factors in temperature and pH of the water being analyzed. This calculation has been performed for Boulder Creek samples in the past. At times during late summer, when flow rates are low, and stream temperature and pH are very high, unionized ammonia concentrations in Boulder Creek downstream from the Wastewater Treatment Plant sometimes exceed maximum concentrations. However, these concentrations are not chronic (that is, unionized concentrations are not constantly above the maximum concentration for 30 days).

For more information on these regulations, see http://www.cdphe.state.co.us/cdphereg.asp#wqreg.

Select here for general information about Nitrogen.
Select here for interpretation of other water quality data in the Boulder Creek Watershed

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