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KLEINFELDER <br /> SOIL SUITABILITY AND NITRATE LOADING STUDY <br /> PROPOSED SIKH TEMPLE <br /> 4628 E. WOODWARD AVENUE <br /> MANTECA, CA 95337 <br /> 1. GENERAL <br /> Kleinfelder is pleased to present the results of our so' .uitability and nitrate loading <br /> study for the proposed Sikh Temple to be located at 4620. Woodward venue�in <br /> Manteca, California. The Assessors Parcel Number of"the property is. 226-170-di. <br /> n aerial photograph showing the approximate site boundaries is presented-on lat <br /> 1. The purpose of our study was to determine the suitability of the property for septic <br /> tank usage. The study was performed in general accordance with the requirements of 1` <br /> Section 9-10100© of San Joaquin County Ordinance. The following sections include <br /> background information regarding the project site and the proposed development, past <br /> and present uses of the site, existing septic tank performance and permitting, and the <br /> groundwater conditions in the project area. In addition, discussions regarding our <br /> investigative procedures and the site conditions encountered during our field <br /> exploration are included. Finally, the results of our percolation tests, nitrate loading <br /> CC calculations, and subsequent conclusions are presented. <br /> F � <br /> 2. SITE DESCRIPTION 1 PROPOSED DEVELOPMENT <br /> .. At the time of our study, the subject 5.83-acre parcel primarily consisted of a relatively <br /> flat area that was in the grading phase of construction. A single.family home existed at <br /> the northeast corner of the property and was surrounded by scattered trees and <br /> bushes. The property was bound to the north by East Woodward Avenue, to the east , c� <br /> by a single family residence, scattered trees, and fallow field area, to the west by <br /> South Airport Way, and to the south by a fallow field area. The existing parcel is <br /> zoned AU-22.. <br /> We understand that a proposed Sikh Temple with associated paved parking, detention <br /> !# basin, and other improvements, will be constructed on the subject property. An on-site <br /> septic/leach field system will provide sewage disposal. A new domestic well will <br /> provide water for the proposed Sikh Temple. A map showing the approximate-location <br /> of the proposed Sikh Temple, septic/leach field, and well is presented c n �teZ <br /> WI id and that the proposed Sikh Temple will have a maximum seating capacity � <br /> of 290 L�ogle, and the building will be used primarily on Saturda and Sundays. <br /> D�g i e middle of a typical week, we understand a maximurr�`of 50%� eople will use <br /> the facility. The temple will have a kitchen. According to the'SarfJoaquin County <br /> Onsite Wastewater Disposal Standards (pa e, 3 of 25), churches with a kitchen <br /> should be considered to have a water use of 10 Alons/seat per person per day. <br /> � 1 <br /> tt <br /> 71324.GO1/ST06R648 June 19,2006 <br /> ©2006 Kleinfelder, Inc. Page 7 of 8 <br /> s <br />