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SU0003122
Environmental Health - Public
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SU0003122
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Last modified
5/7/2020 11:29:41 AM
Creation date
9/9/2019 10:38:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0003122
PE
2633
FACILITY_NAME
SA-93-26
STREET_NUMBER
26440
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
THORNTON
ENTERED_DATE
11/6/2001 12:00:00 AM
SITE_LOCATION
26440 N THORNTON RD
QC Status
Approved
Scanner
SJGOV\rtan
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\MIGRATIONS\T\THORNTON\26440\SA-93-26\SU0003122\APPL.PDF \MIGRATIONS\T\THORNTON\26440\SA-93-26\SU0003122\CDD OK.PDF \MIGRATIONS\T\THORNTON\26440\SA-93-26\SU0003122\EH COND.PDF \MIGRATIONS\T\THORNTON\26440\SA-93-26\SU0003122\CORRESPOND.PDF
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EHD - Public
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3.9 Additional Analyses <br /> Although not required by the Standard 40 protocol,Clearwater Ecological Systems requested that <br /> additional sampling and analyses be completed to evaluate the performance of the Model CWW- <br /> 450 for nitrification and denitrification. Plant effluent samples only were collected for a one <br /> week period during November 1992, with analyses completed for ammonia nitrogen and nitrate <br /> nitrogen. Samples, both influent and effluent, were collected one day every other week for the <br /> period of December 23, 1992 through March 3, 1993. These samples were analyzed for the <br /> f -nitrogen series (ammonia, nitrate and total�jeldalii nitrogen):-Analyses were completed using <br /> EPA Method 350.1 for ammonia-nitrogen,EPA Method 300 for nitrate-nitrogen and EPA Method <br /> 351.2 for TKN. <br /> The results of the analyses are tabulated in Appendix D. The results of all analyses are reported <br /> as mg/L as N. For.the samples collected during the evaluation, influent ammonia ranged from <br /> 8.8 to 20 mg/L (averaging 15 mg/L), while effluent ammonia ranged from <0.5 to 1.4 mg/L <br /> (averaging 0.76 mg/L). The influent nitrate was not analyzed for as the concentration is typically <br /> <0.5 mg/L.. Effluent nitrate ranged from 0.2 to 2.3 mg/L, with an average of 1.4 mg/L. Influent <br /> TKN ranged from 15 to 36 mg/L (averaging 26 mg/L.) and the effluent ranged from 1.0 to 2.4 <br /> mg/L (averaging 1.8 mg/L). <br /> 4.0 REFERENCES <br /> 1. Grady, Jr., C.P., and H.C. Lim, Biological Wastewater Treatment: Theory and <br /> Applications, Marcel Dekker Publishers, New York, 1980. <br /> r; <br /> 2. "Environmental Protection Agency Guidelines for Secondary Treatment", Federal <br /> Register, Volume 28, No. 159,,:1973. <br /> 3. APHA, AWWA, WPCF, Standard Methods for the'Examination of Water and <br /> Wastewater, 17th Edition, American Public Health Association, Washington, D.C.. <br /> 4. U.S. EPA, Methods for Chemical Analysis of Water and Wastes, U.S. Environmental <br /> Protection Agency, Washington, D.C.. <br /> 12 Draft Report <br />
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