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SU0004224 SSNL
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SU0004224 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:34 AM
Creation date
9/6/2019 10:26:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004224
PE
2632
FACILITY_NAME
PA-0300440
STREET_NUMBER
500
Direction
N
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
LINDEN
ENTERED_DATE
5/14/2004 12:00:00 AM
SITE_LOCATION
500 N JACK TONE RD
RECEIVED_DATE
8/29/2003 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\J\JACK TONE\500\PA-0300440\SU0004224\NL STDY_WDRS.PDF
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EHD - Public
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F1 <br /> F1 January 27,2005 <br /> NOA Project Number: E04070B <br /> Page 6 <br /> • pH varied from 7.1 to 9.2,with an average of 8.3 (Plate 2). Values of 6.5 to 8.5 are <br /> considered to be acceptable pH levels for public drinking water systems'. The pH of <br /> F1 the pond exceeded 8.5 on 15 occasions during the monitoring petiod. .Because all of <br /> these high values were noted when no water was flowing into or out of the pond,it <br /> seems likely that they result from a natural algal bloom on stagnant water. NOA has <br /> F! observed similar results at other local facilities with relatively stagnant ponds. <br /> j Freeboard ranged from 24.0 to 28.8 feet (Plate 7). The freeboard was recorded as <br /> 36.0 feet for the first three weeks of monitoring;but these values were due to.a <br /> transcription error. At no time during 2004 did freeboard approach the two foot <br /> minimum described in the WDRs (Discharge Specification B11). Measured <br /> increases in freeboard during periods of good data were on an order of magnitude <br /> that suggests evaporation may be responsible for the majority of water loss. <br /> • No odors were noted this year at the storage pond. <br /> Storage pond data is presented at the end of this document as Table 3. <br /> Discussion <br /> Data Trends <br /> The BOD of the influent into the pond and the storage pond water are compared in Plate 1. It <br /> appears that the influent BOD values are subject to significant variation,while the BOD of the pond <br /> water remains relatively stable. The data suggest that the existing water in the pond has a buffering <br /> effect on the BOD of the influent. Additionally, the influent water data collected does not include <br /> stormwater runoff,which is likely to have a diluting effect. <br /> The pH values of the influent into the pond and the storage pond water are compared in Plate 2. <br /> For the months in which influent was discharged to the pond, there is a strong correlation between <br /> the pH of the influent and that of the pond. Later,when influent is no longer discharged, the pH <br /> values of the pond fluctuate from week to week. The values are the highest in August and <br /> F, September and may be due to an algal bloom on the stagnant pond. NOA has noted a similar <br /> elevation of pH from algal growth at other local facilities. <br /> t J Residual chlorine and chloroform values in the storage pond are presented in Plate 5. It appears <br /> from this plate that a spike in residual chlorine concentrations in the pond is followed in one to two <br /> months by a spike in chloroform concentrations. This trend appears reasonable because chloroform <br /> FJis produced when free chlorine reacts with organic matter as a function of contact time. <br /> Fl� <br /> Fill7CFR Ch. 1,Part 143.3 National.Secondary Drinking Water Regulations,2000. <br /> lJ <br />
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