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os- - NEIL O. Al ERSON & ASSOCIATES, INC. <br /> GEOTECHNICAL•ENVIRONMENTAL•GROUNDWATER•INSPECTIONS•TESTING•LABORATORY SERVICES <br /> CORPORATE OFFICE SACRAMENTO OFFICE <br /> 22 Houston Lane 4221 Northgate Boulevard,Suite 6 <br /> CHICO (530)891.6304 Lodi,California 95240 Sacramento,California 95834 <br /> STOCKTON (209)472-1091 (209)367-3701 (916)929-9267 <br /> RANCHO CORDOVA (916)631-4455 FAX:(209)333-8303 FAX:(916)929-9269 <br /> November 19, 2001 <br /> Our Job Number: LGO1-191 <br /> Mr. Danny Burgess <br /> 2001 Oxford Way <br /> Stockton, CA 95204 <br /> Subject: Engineered Septic System Drawing and Calculation <br /> 37�}j W. Country Club Blvd. (LA-97-14) <br /> Stockton, CA <br /> Dear Mr. Burgess, <br /> Per your request, our office performed a soil suitability/nitrate loading study and an engineered <br /> septic system design for a proposed lot line adjustment involving the subject property. The project <br /> consists of building a four(4)bedroom residence. The assessors parcel number for the project site is <br /> APN 121-020-14. <br /> Based on the unsatisfactory percolation rate of 250 minutes per inch and shallow ground water <br /> encountered at a depth of 4.8 feet measured during the drilling, it was determined the project is suitable <br /> for development utilizing an engineered septic system. The engineered drawing and calculations are <br /> attached to this letter. <br /> The submittal of the engineered system design is required prior to project approval. PHS/EHD <br /> requires an additional $435.00 fee to review the engineered septic system design. Several field <br /> inspections will be required during construction of the systems to ensure our design is installed correctly. <br /> It is critical that in the clayey soil environment, smearing of the clayey soils is avoided. Attached to this <br /> letter is the septic system design and supporting graphics. <br /> Our professional services were performed, our findings obtained, and our recommendations <br /> proposed in accordance with generally accepted engineering principles and practices. This warranty is in <br /> lieu of all other warranties either expressed or implied. Test findings and statements of professional <br /> opinion do not constitute a guarantee or warranty, expressed or implied. If you have any questions, <br /> please do not hesitate to call. <br /> DG -�'� 3. yy ZO Best Regards, <br /> (� '03. <br /> NEIL O. ANDERSON & ASSOCIATES, INC. <br /> cc p� No. 2151 y <br /> CERTIFIED <br /> ENGINEERING <br /> �OFESS/D r <br /> GEOLOGIST ��- �Q <br /> AND Ey David Welch, M.Sc., Senior Geologist <br /> CAS-�F� 2``'( �)' 2 ry' CEG-2151, CHG-653 <br /> No. 2245 S <br /> Exp <br /> DTECNN�OQ� <br /> 0 Neil O derson, resident <br /> F CA�� <br /> RGE 245 <br /> NOA,DJW:djw <br /> attachments: drawing, calculations <br />