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A & L WESTERN AGRICULTURAL LABORATORIES <br />REPORT NUMBER: 19-154-024 t•-� �M �i <br />1311 WOODLAND AVE #1 • MODESTO, CALIFORNIA 95351 • (209) 529-4080 • FAX (209) 529-4736 <br />CLIENT NO: 2778-D <br />SEND TO: CHESNEY CONSULTING SUBMITTED BY: DON CHESNEY <br />P.O. BOX 3794 <br />TURLOCK, CA 95382- GROWER: NAVU FARMS <br />DATE OF REPORT: 06/06/19 SOIL ANALYSIS REPORT PAGE: 1 <br />" Weak Bray unreliable at M or H excess lime or pH > 7.5 <br />SAMPLE <br />NUMBER <br />Nitrogen <br />NO3-N <br />Sulfur <br />SO4-S <br />Phosphorus <br />Potassium <br />Magnesium <br />Calcium <br />Sodium <br />pH <br />Hydrogen <br />Cation <br />PERCENT <br />PARTICLE SIZE ANALYSIS <br />SAND <br />Organic Matter <br />Exchange <br />CATION SATURATION (COMPUTED) <br />P1 <br />NaHCO,-P <br />SAMPLE <br />LAB <br />(Weak Bray) <br />OlsenMethod <br />K <br />Mg <br />Ca <br />Na <br />Soil <br />Buffer <br />H <br />Capacity <br />ppm <br />** <br />ppm <br />Rating <br />mmhos/cm <br />ppm <br />ID <br />NUMBER <br />% <br />0-61-F <br />11 L <br />9L <br />0.61- <br />3M <br />17H <br />0.71- <br />0.51- <br />L <br />K <br />Mg <br />Ca <br />H <br />Na <br />C.E.C. <br />CLAY LOAM <br />3036L <br />% Rating <br />ENR <br />**** * <br />"" * <br />ppm <br />ppm <br />ppm <br />ppm <br />PH <br />Index <br />meq/100g <br />% <br />/o o <br />0 <br />� o <br />o <br />/o <br />e <br />/o <br />1VL <br />7L <br />0.4VL <br />lbs/A <br />ppm <br />ppm <br />0.61- <br />L <br />0.2VL <br />33 <br />30 <br />meq/1008 <br />CLAY LOAM <br />3036C <br />1VL <br />25M <br />0.1VL <br />0-6LF <br />56155 <br />2.9M <br />88 <br />28H <br />24M <br />54L <br />696VH <br />2O25L <br />167M <br />6.5 <br />CLAY LOAM <br />1.4 <br />18.0 <br />0.8 <br />31.7 <br />56.0 <br />7.5 <br />4.0 <br />3036L <br />56156 <br />1.41- <br />58 <br />7VL <br />7L <br />23VL <br />637VH <br />1957L <br />404VH <br />7.4 <br />0.0 <br />16.8 <br />0.3 <br />31.1 <br />58.1 <br />0.0 <br />10.5 <br />0-6CL <br />56157 <br />2.9M <br />89 <br />5VL <br />5L <br />27VL <br />680VH <br />2O72L <br />195M <br />6.7 <br />0.8 <br />17.6 <br />0.4 <br />31.7 <br />58.6 <br />4.5 <br />4.8 <br />3036C <br />56158 <br />1.71- <br />64 <br />3" <br />4L <br />25VL <br />683VH <br />1991L <br />521 VH <br />7.7 <br />0.0 <br />17.9 <br />0.4 <br />31.4 <br />55.6 <br />0.0 <br />12.7 <br />" Weak Bray unreliable at M or H excess lime or pH > 7.5 <br />SAMPLE <br />NUMBER <br />Nitrogen <br />NO3-N <br />Sulfur <br />SO4-S <br />Zinc <br />Zn <br />Manganese <br />Mn <br />Iron <br />Fe <br />Copper <br />Cu <br />Boron <br />B <br />Excess <br />Lime <br />Soluble <br />Salts <br />Chloride <br />CI <br />PARTICLE SIZE ANALYSIS <br />SAND <br />SILT <br />CLAY <br />SOIL TEXTURE <br />ppm <br />ppm <br />ppm <br />ppm <br />ppm <br />ppm <br />ppm <br />Rating <br />mmhos/cm <br />ppm <br />% <br />% <br />% <br />0-61-F <br />11 L <br />9L <br />0.61- <br />3M <br />17H <br />0.71- <br />0.51- <br />L <br />0.31- <br />35 <br />28 <br />37 <br />CLAY LOAM <br />3036L <br />8L <br />11M <br />0.2VL <br />1VL <br />7L <br />0.81- <br />0.61- <br />L <br />0.2VL <br />23 <br />48 <br />29 <br />CLAY LOAM <br />0-6CL <br />1VL <br />7L <br />0.4VL <br />2L <br />17H <br />0.81- <br />0.61- <br />L <br />0.2VL <br />33 <br />30 <br />37 <br />CLAY LOAM <br />3036C <br />1VL <br />25M <br />0.1VL <br />1VL <br />12M <br />0.81- <br />1.2M <br />L <br />0.31- <br />37 <br />28 <br />35 <br />CLAY LOAM <br />CODE TO RATING: VERY LOW (VL), LOW (L), MEDIUM (M). HIGH (H), AND VERY HIGH (VH). 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 Rogell Rogers, CCA, PCA <br />MOST SOILS WEIGH TWO (2) MILLION POUNDS (DRY WEIGHT) FOR AN ACRE OF SOIL 6-2/3 INCHES DEEP A & L WESTERN LABORATORIES, INC. <br />