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P p E R S ti NEIL O.A�- ERSON &ASSOCIATES, INC. <br /> GEOTECHWAL• ONM);'N'CAL•GROUNDWATER•INSPECTIONS•TESTIN ORATORY SERVICES <br /> D v► SACRAMENTO OFFICE CORPORATE OFFICE <br /> Z W 4221 Northgate Boulevard,Suite 6 22 Houston Lane <br /> Q CWCO (530)891-6304 Sacramento,California 95834 Lodi,California 95240 <br /> q �P srocxroN (M)472-1091 (916)929-9267 (209)367-3701 <br /> `4 S O�' RANICHOCORDOVA (916)631-4455 FAX:(916)929-9269 FAX:(209)333-8303 <br /> July 13, 2001 <br /> SOIL SUITABILITY/NITRATE LOADING STUDY <br /> LOT LINE ADJUSTMENT <br /> APN 121-020-14 (LA-97-14) <br /> 3734 W. COUNTRY CLUB BLVD. <br />` STOCKTON, CALIFORNIA <br /> OUR JOB NUMBER: LGO1-191 <br /> I. INTRODUCTION <br /> Our office was contracted by Mr. Danny Burgess to conduct a Soil Suitability/Nitrate <br /> Loading Study(SS/NLS)for the subject property. The proposed project will consist of building a <br /> four bedroom residence located on a 0.72 acre property. A letter from Steven Mindt, dated <br /> August 28, 1997, indicates San Joaquin County Public Health Services Environmental Health <br /> Division (PHS-EHD) revised conditions for the application approval require a SS/NLS for the <br /> subject property. <br /> The parcels involved in the lot line adjustment are APN 121-020-15 (2740 Rainier Ave) <br />_ and APN 121-020-14 (3747 W. Country Club Blvd.). Though the letter indicates that Parcel No. <br /> 2 (2740 Rainier Ave)requires the SS/NLS, we understand from PHS-EHD that the requirement <br /> applies to Parcel No. 1 (3747 W. Country Club Blvd.). Parcel No. 2 (2740 Rainier Ave)contains <br /> a residence utilizing an on-site septic system. <br /> The SS/NLS was conducted to determine whether the soils on the subject property are <br /> suitable for the use of a septic system and to estimate whether the proposed project will impact <br /> ground-water quality. The study was performed according to the requirements of Section 9- <br /> 1105.2(d) of the San Joaquin County Development. Major elements of the field work included <br /> one 10-foot soil profile boring and three shallow exploratory soil borings. One of the shallow <br /> exploratory soil borings was completed into an in-situ percolation test,required by San Joaquin <br /> County PHS-EHD. <br /> In addition to conducting the field work, a review of published soil information, geologic <br /> maps, and available ground water information was reviewed to determine the suitability of soils. <br />