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SR0085082
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4200/4300 - Liquid Waste/Water Well Permits
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SR0085082
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Last modified
4/14/2022 4:58:16 PM
Creation date
4/14/2022 4:53:23 PM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0085082
PE
4215
STREET_NUMBER
17251
Direction
N
STREET_NAME
TRETHEWAY
STREET_TYPE
RD
City
LOCKEFORD
Zip
95237
APN
05115014
ENTERED_DATE
3/31/2022 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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CONCLUSIONS AND RECOMMENDATIONS <br />Based upon the findings of this research report, it is my opinion that the Nottingham OWTS currently <br />servicing the Country Manor MHP could be decommissioned and a relatively conventional septic <br />tank system installed. <br />The following issues would be incorporated into a proposed design, based upon concurrence from <br />EHD: The septic tank may be a three-compartment tank, in lieu of two compartments. Or the <br />installation of a new headworks trash tank in front of a two-compartment tank, sized appropriately. <br />Secondly, an effluent filtration system could be engineered and installed in a septic tank system. <br />Effluent filters have been proven to decrease TSS, BOD, COD and Org-N concentrations by proper <br />filter cleaning maintenance, and periodic tank pumping to decrease nitrogen concentrations by 30% or <br />more (Ref. 5). <br />Thirdly, as noted on the effluent disposal schematic, the disposal areas have a relative degree of <br />complexity and management options consisting of leachlines and seepage pits. The leachlines should <br />be used predominantly for effluent disposal since the soil characteristics and soil environment under <br />the leachlines illustrate nitrogen mitigation. The existing seepage pits should be used when hydraulic <br />stress occurs during the winter months and rainy season. <br />LIMITATIONS <br />The findings, opinions, and conclusions of this report are based upon information from standard engineering <br />and analytical test procedures, contemporary scientific literature and agency consultations. Information used <br />in these studies is deemed reliable by the sources from where it was obtained. <br />The findings of this report are based upon current scientific knowledge to assess factors which are extremely <br />variable and complex within the environment. There are several methods, opinions and procedures to predict <br />environmental impact from an onsite wastewater treatment system (OWTS). Therefore, no guarantee or <br />warranty is expressed or implied concerning any aspect of this report, or for the prevention of environmental <br />impact. This report is not to be used, in whole or in part, by any private or public entity for any subsequent <br />studies or reporting on the subject or surrounding properties without the expressed written consent of the <br />author of this report. <br />If there should be any questions regarding the information contained within, please contact the undersigned. <br />Respectfully submitted, <br />ofess� <br />CHESNEY CONSULTING �� `XT ch . <br />c <br />� n <br />oe No. 75479 <br />Don Chesne , PE ,�f Civil <br />Registered Civil Engineer #C75479 die Of CroM`° <br />Page -6- <br />('hocppov rnncriff;m" <br />
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