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REPORT NUMBER A & L WESTERN AGRICULTURAL LABORATORIES <br /> 1311 Woodland Ave. • Ste. #1 • Modesto, CA 95351 • (209) 529-4080 • FAX (209) 529-4736 <br /> GROWER: <br /> li I., 990 <br /> SEND CHESNEY CONSULTING <br /> TO: SUBMITTED <br /> P.O. BOX 3794 BY: <br /> T(JRLOCK, CA '3,381 - <br /> SOIL ANALYSIS REPORT <br /> DATE OF REPORT PAGE (SEE EXPLANATION ON BACK) <br /> ORGANIC PHOSPHORUS POTASSIUM MAGNESIUM CALCIUM SODIUM pH Cation PERCENT <br /> HYDRO- Exchange CATION SATURATION(COMPUTED) <br /> SAMPLE LAB MATTER Pt NaHCO3-P K Mg Ca Na SOIL BUFFER GEN Ca <br /> NUMBER NUMBER % (weak Bray) (DMen Methotl) H C.E.C. <br /> ENR .:.. .... .... «� ... <br /> RATE Ibs1A ppm-P RATE ppm-P RATE ppm-K RATE ppm-Mg RATE ppm-Ca RATE ppm-Na RATE pH INDEX meq/1009 meq/100g K Mg Ca H Na <br /> i ! , 5 53220 0.EL 47 36 * 37VH 137M 284H 1541H 77M 8. 3 0. 0 10 . 7 3 . 3 21 . 8 71 .8 0 . 0 3 . 1 <br /> ?'1 53221 0.4L 37 19 * 11M 48L 337H 1446L 559VH 8. 5 0. 0 12 . 5 1 . 0 22 . 1 57 . 6 0 . 0 1 ,=t. 4 <br /> Weal. _ray unr% tt) e at M or r <br /> MANGA- EXCESS SOLUBLE PARTICLE SIZE ANALYSIS <br /> SAMPLE NITROGEN SULFUR ZINC NESE IRON COPPER BORON LIME SALTS CHLORIDE <br /> NUMBER NO3-N SOq-S Zn Mn Fe CU B RATE CI % °% % SOIL <br /> pen-1403-11 RAT PPM-SRATE ppm-ZnRAT ppm Me RATE ppm-Fe RATE ppm-Cu RATE ppm-B RATE mmhos/cmRATE ppm-CI RATE SAND SILT CLAY TEXTURE <br /> 1 `t 61, M .! . 3L <br /> M 1 . 5m <br /> This report applies only to the samples)tested Samples are retained <br /> a maximum of thirty days after testing. <br /> A&L WESTERN AGRICULTURAL LABORATORIES <br /> t <br /> BY MIKE BIJT"TRESS. CPAg <br /> CODE TO RATING:VERY LOW(VL).LOW(L),MEDIUM(M),HIGH(H),VERY(VH),AND NONE(N). -- MULTIPLY THE RESULTS IN ppm By 4,6 TO CONVERT TO LBS.PER ACHE P205 <br /> ENR-ESTIMATED NITROGEN RELEASE ""' MULTIPLY THE RESULTS IN ppm BY 2.4 TO CONVERT TO LDS.PER ACRE K20 <br /> "' MULTIPLY THE RESULTS IN ppm BY 2 TO CONVERT OT LBS.PER ACHE OF THE ELEMENTAL FORM MOST SOILS WEIGH TWO(2)MILLION POUNDS(DRY WEIGHT)FOR AN ACRE OF SOIL 6 2/3 INCHES DEEP. <br />