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- f <br /> C) <br /> I. INTRODUCTION <br /> This report issues my findings regarding the Nitrate,Loading and Soil Suitability Studies completed <br /> for the subject property under examinatioin, located in the Morada area of north Stoekton: These <br /> I Studies have been completed to examine the underlying soil structure.And characteristics to <br /> determine the suitability of an on-site decentralized wastewater management system, commonly <br /> referred to as septic systems. The project proposed for the property at this time is to consist of the �. <br /> Madina Center of North Stockton Mosque. The purpose of these Studies is to provide the San <br /> Joaquin County Environmental Health Department (EHD) with their required information <br /> pertaining to the current status of the soil and groundwater in relation to nitrate loading.potential <br /> from the future on-site wastewater disposal system. These studies comply with San Joaquin County <br /> Development Title, Section 9-1105.2(d). The owner of the property is referenced on the Title Page.. <br /> Mr. Amin Mahmood, P.E., S.E. of AM'Structural Design, Inc. is the engineer for the project and <br /> acting as the owner's representative. Mr. Mahmood has.provided the preliminary information to <br /> f complete these Studies. <br /> Within the text of this Report, Bolded Section {§)numbers are referenced at the beginning of an <br /> applicable Paragraph(s), or Appendices that correspond with the EHD Requirements Checklist, <br /> Section Numbers referenced as SSS§, are sections applicable for the Soil Suitability Study <br /> Requirements Checklist. Section Numbers referenced as NLS§, are sections applicable for the <br /> Nitrate Loading Study Requirements Checklist. Other portions of text may also apply to other <br /> sections of the Checklists. <br /> NLS§ 2.3,SSS§3.1. The subject property is located approximately 0.5 mile north of the <br /> intersection of Highway 99 and Hammer Lane in north Stockton, on the east Frontage Road. <br /> Stockton municipal sewer facilities have not expanded to_this area and it is unknown when services <br /> will arrive. Consequently, domestic wastewater for.this project will have to be managed by aseptic ) <br /> system. A domestic well must also be constructed. This is discussed in Section III of this report. <br /> SSS§ 1.1, 1.2. No wells or septic systems currently exist on the property. The property is <br /> completely fallow with no improvements. Present land use is illustrated,by the aerial EHD Parcel <br /> Viewer Map. Total Parcel area is 2.01 acres and current zoning, as referenced; is C-G. <br /> The following is a summarization of the information collected to complete these Studies and <br /> preliminarily fulfill the requirements of EHD. Wastewater system operational parameters are also <br /> discussed'in the Conclusions Section of this report to supply additional information to EHD: <br /> • The primary disposal area and the required 100%reserve/replacement area that will serve the C� <br /> Madina Center Mosque will be described on the Site Plans prepared by Mr. Amin Mahmood,P.E. <br /> i Soil physical and chemical testing was conducted on samples retrieved from a 25-foot exploratory . . .. <br /> test boring, Physical testing included percolation testing and particle size analysis to determine <br /> permeability. Chemical testing included analyses for the constituents that influence nitrate loading. j <br /> f 1 , <br /> I Chesney Consulting <br />