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v <br /> REPORT NUMBER A & L WESTERN AGRICULTURAL LABORATORIES <br /> 04-044--025 1311 Woodland Ave. Ste.#1 Modesto,CA 95351 • (209)529-4080 • FAX(209)529-4736 <br /> - I <br /> Client No: . 2778-M <br /> GROWER: <br /> ROCHA DAIRY ' <br /> SEND LCHESNEY CONSULTING SUBMITTED <br /> TO: P.O. BOX 3794 BY: DON <br /> TURLOCK, CA 95381 - <br /> SOIL ANALYSIS REPORT <br /> 0212012004 1 <br /> DATE OF REPORT PAGE (SEE EXPLANATION ON SACK " <br /> PERCENT <br /> ORGANIC PHOSPHORUS POTASSIUM MAGNESIUM CALCIUM SODIUM pH Gation <br /> HYDRO Exchange CATION SATURATION(COMPUTED) <br /> SAMPLE LAB MATTER Pi NaI4CO3-P K Mg Ca Na SOIL BUFFER GEN Ca!a.r <br /> NUMBER NUMBER �° �* (Weak Bray) pisen Method) ... " ;. H C.E.C. % ?w% % % % <br /> ENR .« ..� K Mg Ca H Na <br /> RATE IbsJA ppm•P RATE ppm-P"RATE ppm-K RATE ppm-Mg RATE ppm-Ca RATE ppm-Ne RATE PH INDEX me4ltOgg meg1100g <br /> PAR 3 5601 2.6M 8 37 31VH 45 43 415 16 7.8 0 .0 2.6 4.4 13.7 79 4 0.0 2.6 <br /> i <br /> i - <br /> Weak ray unreliable at M or H excess lime or pm > <br /> MANGA- SOLUBLE PARTICLE SIZE ANALYSIS <br /> EXCESS SAMPLE NITROGEN SULFUR ZING NESE IRON COPPER BORON ELIME SALTS CHLORIDE <br /> NUMBER NO3•N SO4-5 Zn Mn Fe Cu B RATE Cl °k �° �'°' -SOIL <br /> ppm-H%-N RATE PPM-S RATE ppm-Zn RATE ppm-Mn RATE ppm-Fe RATE ppm-Cu RATE ppm-B RATE mmhoslcm RATE ppm-CI RATE SAND SILT CLAY TEXTURE <br /> PAR 3 3VL 5L L 1 . 2M 47 26 27 LOAM <br /> This report applies only to the sample(s)tested, samples are retalned <br /> a maximum of thirty days after testing. <br /> A&L WESTEty_AORICULTURAL LABORATORIES <br /> BY MIKE BUTTRESS, CPAg <br /> CODE TO RATING:VERY LOW(VLI,LOW(L),MEDIUM(M},HIGH(H),VERY(VH),AND NONE(N), '•" MULTIPLY THE RESULTS IN ppm BY 4.6 TO CONVERT TO LBS.PER ACRE P205 <br /> " ENR-ESTIMATED NITROGEN RELEASE * """"" MULTIPLY THE RESULTS IN ppm BY 2.4 TO CONVERT TO LBS.PER ACRE K20 <br /> "' MULTIPLY THE RESULTS IN ppm BY 2 TO CONVERT OT LBS.PER ACRE OF THE ELEMENTAL FORM MOST SOILS WEIGH TWO(2)MILLION POUNDS(DRY WEIGHT)FOR AN ACRE OF SOIL 8.213 INCHES DEEP. <br />