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A & L Western Laboratories, Inc. <br /> mt- � <br /> 1311 Woodland Avenue,Modesto CA 95351 209-529-4080 <br /> 4„ » L 10220 SW Nimbus Avenue Bldg K-9,Portland OR 97223 503-968-9225 <br /> REPORT NUMBER: 139302 CLIENT NO: 6300 SUBMITTED BY: DON CHESNEY <br /> SUBMITTED DATE: 10/13/2025 <br /> SEND TO: CHESNEY ENGINEERING INC <br /> P.O. BOX 3794 GROWER: CGS PO No: <br /> TURLOCK CA 95382 COC No: <br /> SOIL ANALYSIS REPORT <br /> DATE OF REPORT: 10/17/2025 PAGE: 1 <br /> Organic Matter Phosphorus Potassium Magnesium Calcium Sodium H Cation PERCENT <br /> P1 NaHCO3-P Exchange CATION SATURATION(COMPUTED) <br /> SAMPLE LAB K Mg Ca Na <br /> (Weak Bray) (OlsenMethod) ««« Soil Buffer Capacity <br /> ID NUMBER K Mg Ca Na <br /> %Rating ENR ""' "" ' PPm ppm ppm PPm PH Index C.E.C. <br /> IbslA ppm ppm meg1100g <br /> 2 FT S139302-01 3.7 131 32.5 37.9 176 238 916 51.1 4.3 7.2 6.2 27.4 63.3 3.1 <br /> 4 FT S139302-02 5.8 161 76.5 52 149 232 1280 55.9 4.0 9.0 4.3 21.6 71.4 2.7 <br /> 6 FT S139302-03 0.1 23 76 32.2 37.6 66.4 368 23 5.3 2.6 3.7 21.4 71.0 3.9 <br /> 8 FT S139302-04 0.1 23 60.9 32.5 114 202 740 40.5 4.7 5.9 5.0 28.7 63.2 3.0 <br /> Nitrogen Sulfur Zinc Manganese Iron Copper Boron Excess Soluble Chloride PARTICLE SIZE ANALYSIS <br /> SAMPLE NO-N SO°-S Zn Mn Fe Cu B Lime Salts Cl SAND SILT CLAY <br /> NUMBER SOIL TEXTURE <br /> ppm ppm ppm ppm ppm ppm ppm Rating mmhoslcm ppm % % % <br /> S139302-01 22.4 58.1 16.9 25 Sandy Clay Loam <br /> S139302-02 93 45.6 30.6 23.8 Loam <br /> S139302-03 18.9 95 <0.01 5 Sand <br /> S139302-04 9.08 88.1 1.9 10 Loamy Sand <br /> This report applies only to the sample(s)tested. Samples are retained a maximum <br /> ENR-ESTIMATED NITROGEN RELEASE of thirty days after testing. <br /> "` MULTIPLY THE RESULTS IN ppm BY 2 TO CONVERT TO LBS.PER ACRE OF THE ELEMENTAL FORM <br /> "" MULTIPLY THE RESULTS IN ppm BY 4.6 TO CONVERT TO LBS.PER ACRE P205 <br /> ""« MULTIPLY THE RESULTS IN ppm BY 2.4 TO CONVERT TO LBS.PER ACRE K20 <br /> MOST SOILS WEIGH TWO(2)MILLION POUNDS(DRY WEIGHT)FOR AN ACRE OF SOIL 6-2/3 INCHES DEEP <br />