SR0085888_SSNL - Laserfiche WebLink

Home Browse Search

I. INTRODUCTION Harvest Bible Church is proposing to construct a new Church Sanctuary/Multipurpose Building adjacent to the east of their exiting Church/Preschool/Child Care Building. The Aspire Vincent Shalvey Academy, located southeast to the Church, is also a part of the Parcel land area. The San Joaquin County Environmental Health Department (EHD) required Nitrate Loading and Soil Suitability Studies to be completed for this proposed project. These Studies were completed to examine the underlying soil structure and characteristics to determine the suitability of an On-site Wastewater Treatment System (OWTS). This report complies with San Joaquin County Development Title, Section 9-1105.2(d). The following people and firms are an integral part of this development: Pastor Mark Butler is the Pastor for the Harvest Bible Church and also presides over the Preschool. 'Mr. Rick Cropper is the facilitator and General Contractor for the project. Mr. Doug Wagner, PE of Precision Building Solutions dba J.C. Wagner is the Design Engineer for the project. Mr. Cropper has provided the preliminary information to complete these-Studies. Within the text of this Report, Bolded Section (§) numbers are referenced at the beginning of an applicable Paragraph(s), or Appendices that correspond with the EHD Requirements.Checklist. Section Numbers referenced as SSS§, are sections applicable for the Soil Suitability Study Requirements Checklist. Section Numbers referenced as NLS§, are sections applicable for the Nitrate Loading Study Requirements Checklist. Other portions of text may also apply to other sections of the Checklists, but may not be necessarily referenced. NLS§2.3, SSS§3.1. The subject property is located on the east side of Highway 99 in the Morada area of Stockton. There are no municipal sewer or stormwater management services in this locale. Public water to the entire subject property is provided by the Wilkinson Manor MD 23 public well. There is an on-site well located at the NEC of the Aspire Building that provides irrigation water to the property exclusively. SSS§ 1.1, 1.2. The subject property is composed of APNs 086-070-47 and composed of 7.76 acres, as referenced on the Title Page in addition to zoning information. The proposed new structure is to be constructed adjacent to the east of the existing Church Building. At present, it is unknown if the new building will connect to the existing building, or if there will be a walkway in between. The extremely limited area for effluent disposal originating from the new structure has created special engineering design considerations. The only available area for effluent disposal is directly north of the existing Church structure. This area is confined by the building foundation and property line setbacks, thus creating narrow leachfields and has caused the OWTS to be regarded as an engineered system. Constructing the leachlines will be very challenging; consequently,the 100%replacement leachlines is proposed to be installed simultaneous with the primary leachlines, as illustrated on the design plans. Page -1- Chesney Consulting