SU0006676_SSNL - Laserfiche WebLink

Home Browse Search

(vL% FFNLS§4.1. The nitrate loading calculations show the maximum number of people the subject rty can support per day and not exceed the Maximum Contaminant Level of 10 ppm nitrate- gen is 150 people per day. Given that the subject property will have the potential of serving ands of people traveling Highway 99 on a daily basis, the maximum number of people the pperty will serve is theoretically much greater than 150 people. Consequently, a higher degree of treatment of the effluent from any project will certainly be required. It will also be a requirement to drill a new, deep well (probably two new wells). Water from these wells must meet all the County, State and Federal requirements. As referenced, it is recommended that a test well be drilled to test the aquifer(s) at well completion depth. Another source of nitrate loading can be from on-site lawns and landscaping, which is estimated (f l� to be 24% and could be significantly higher. It is recommended to use "slow release"nitrogen fertilizers on the lawns and landscaping to reduce nitrate loading from these areas. If nitrogen fertilizers are used, they should be applied under the package guidelines. V. LIMITATIONS The findings, opinions and conclusions of this report are based upon information from standard engineering and analytical test procedures, contemporary scientific literature and agency consultations. Information in this report is deemed reliable by the sources from where it was obtained. Results of the percolation testing should be assumed to only represent the subsurface conditions encountered in the specific area of testing and not of the entire subject Parcel or other areas that may be allocated for future wastewater disposal. _Z; This report is based upon current scientific knowledge to assess factors which are extremely variable and complex within the environment. Although there are several methods to predict environmental impact from a septic system, San Joaquin County Environmental Health Department Sewage Standards and requirements have been employed for these purposes, and for this project. Therefore, no guarantee or warranty is expressed or implied concerning any aspect of this investigation, or the prevention of environmental impact. This report is not to be used, in whole or in part,by any private or public entity for any subsequent studies or reporting on the subject property without the expressed written consent of the author of this study. The opportunity to provide this service for the Loduca's is appreciated. If there should be any questions regarding to the information contained within this report, please contact the undersigned. EKY1 RDh't ,744 NLS§ 5.1, SSS§ 7.1. e`D p.CHF +, Respectfully submitted, �¢` O No. 04675 .4. 2ti CHESNEY CONSULTING * Expires: no Don Chesney, R.E.A.- I N'"a o 1 fo¢�`T Registered Environmental Assessor#4675 cVVI 11 Chesney Consulting