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v E q S�ti NEIL O. AN RSON &ASSOCIATES, INC. <br /> GEOTW NI�rTR(TN_M AL•GROUNDWATER•INSPECTIONS•TESTING AaCBORATORY SERVICES <br /> SACRAMENTO OFFICE CORPORATE OFFICE <br /> Z Y, 4221 Northgate Boulevard,Suite 6 22 Houston lane <br /> CMCO (530)89143a Sacramento,California 95834 Lodi,California 95240 <br /> r STOCKTON (W9)4M (916)929-9267 (209)367-3701 <br /> �$S o c� KANgq CORWVA (916)631 M55 FAX:(916)929-9269 FAX(209)333-8303 <br /> August 14, 2001 <br /> SOIL SUITABILITY STUDY <br /> FINELINE GUNITE <br /> 4242 MARIPOSA ROAD <br /> STOCKTON,CALIFORNIA <br /> SITE APPROVAL NUMBER: SA-01-25 <br /> OUR JOB NUMBER: LGOI-244 <br /> I. INTRODUCTION <br /> Our office was retained by Terry Scarbrough of Fineline Gunite to conduct a Soil �L-5Z <br /> Suitability Study for the 3.78 acre property whose Accessors Parcel Number(APN) is 097-128- <br /> 112. The property is located at 4242 East Mariposa Road, Stockton(Plate 1). The San Joaquin <br /> County Site Approval number is SA-O1-25. <br /> _ The Soil Suitability Study is required by Section 9-1105-2 (d) of the San Joaquin County <br /> Development Title. The Soil Suitability Study is performed to determine wither the soils are <br /> suitable for a septic tank system prior to issuance of a building permit. Major elements of the <br /> _ field work included two (2) exploratory soil borings and five(5) in-situ percolation tests. In <br /> addition to the percolation tests conducted, an examination of the soil boring logs, review of <br /> published soil information,geologic maps, and available ground water information was used to <br /> determine the suitability of soils. This report presents the results of our study. <br /> IL PROPOSED DEVELOPMENT <br /> The 3.78-acre parcel will be utilized by Fineline Gunite for its business operations. <br /> Presently there is a home, office building, two (2)known septic systems, and a water well. It is <br /> proposed to abandon the septic systems and construct a new system to serve the needs of the <br /> project. The existing water well will remain and serve the needs of the project. <br /> The phase I construction plans involve constructing a 3,200 sq-ft pole barn, cement silo, <br /> utilize the existing home as a caretaker home, demolishing the existing 800 sq-ft office, construct <br /> _ a new 800 sq-ft office, and build four(4) 320-sq-ft storage containers. Phase II will involve <br /> construction of a 3,200 sq-ft shop. <br />