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SR0083841_OWTS
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4200 – Liquid Waste Program
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SR0083841_OWTS
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Last modified
7/6/2021 11:25:02 AM
Creation date
7/6/2021 11:23:28 AM
Metadata
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Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
FileName_PostFix
OWTS
RECORD_ID
SR0083841
PE
4201
STREET_NUMBER
17251
Direction
N
STREET_NAME
TRETHEWAY
STREET_TYPE
RD
City
LOCKEFORD
Zip
95237
APN
05115014
ENTERED_DATE
6/11/2021 12:00:00 AM
SITE_LOCATION
17251 N TRETHEWAY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Typical data on the expected effluent wastewater characteristics from a residential septic tank <br />with and without an effluent filter vault. Available data from the US EPA is also presented. <br />Data from the Crites/Tchobanoglous book has been presented since this data may coincide with a <br />future wastewater treatment system for the facility that may be considered relatively conventional, <br />particularly with respect to effluent filter data. <br />The next sampling protocol consisted of sampling soil from under the middle leachline of the <br />three leachlines located in the north disposal area. Excavation was conducted using a Case <br />Extend-a-hoe backhoe near the midway point of the middle leachline, with sampling from the <br />referenced depths. <br />Soil samples were also retrieved using the Extend-a-hoe from virgin, or unused soil at the north <br />property line, outside of the leachfield area to compare with the soil chemistry test results from <br />under the leachline. <br />Typically, an extend-a-hoe can excavate down to 18 ft. However, the subsurface soils at the 14 ft <br />depth were extremely tight and compact at both excavation sites. Just as if a drill rig encounters <br />"auger refusal" and cannot drill any deeper, the extend-a-hoe could not excavate any deeper. <br />Therefore, the deepest samples were retrieved from this 14 ft depth. <br />RESULTS AND DISCUSSION <br />The influent and effluent analyses of the Nottingham Onsite Wastewater Treatment System are <br />found below in Table 1. Testing revealed expected and unexpected results. Expected results <br />were those constituents that decreased in concentration after treatment, such as TDS, TSS, BOD, <br />COD, TOC, and oil and grease. Constituents whose concentrations were unexpected, were a <br />decrease in dissolved oxygen (DO) concentrations in the effluent, which should have increased <br />after the introduction of oxygen through the air diffusers. The increase in nitrification potential, <br />also from the introduction of oxygen, would have increased the potential for the formation of <br />nitrate in the effluent, but no nitrate was detected (ND). <br />Overall, the concentrations of the constituents generally correlate with the book values presented <br />from the two reliable sources, but may imply that the Nottingham unit does not perform as it <br />once did, particularly with regard to DO. <br />Page -2- <br />Chesney Consulting
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