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Engineered Plan - 2016
WASHED'STONE 6 M M X. 99.60 MAX. OR FILTER FABRIC VENT 3.00 4" CAST IRON PIPE 6" A X DIPJ. NOT REQUIRED (OR EQUAL) MINIMUM PITCH 1/4" PER FT. FLOW TEE LEVELERS DEPTH- HORIZ TEXTURE COLOR .'' MOTT. .: OTHER ,. LOAMY SAND TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE_ PATE OF SOIL TEST APRIL 7 2-0 16 LOAMY. SAND EE V = 100.00 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB L ------WITNESSEDON SOIL TEST DONE By SµlEETSER_ ENGINEERING CLEAN SAND BY H NE MEDIUM SAND (ASSUMED) CONCRETE INSPECTION PORT :. COVERS 4" SCHEDULE 40 PVC PIPE MIN. 8" PER FT PITCH 1 . / © A dry, LOAM AND SEED O SER 11ON HOLE 1 ELEV.= 1. 99.3 2" LAYER _.OF _ 1 /8" TO 1 /2" PERCOLATION RATE _ <M` 2 _ MIN./INCH AT _ 50-_ .INCHES • WASHED'STONE 6 M M X. 99.60 MAX. OR FILTER FABRIC VENT 3.00 4" CAST IRON PIPE 6" A X DIPJ. NOT REQUIRED (OR EQUAL) MINIMUM PITCH 1/4" PER FT. FLOW TEE LEVELERS DEPTH- HORIZ TEXTURE COLOR .'' MOTT. .: OTHER 0-6" Ap LOAMY SAND 10YR4/1NO ROOTS 6-20" B LOAMY. SAND 10YR6/6 ROOTS 20-120" C MEDIUM SAND 2.5Y7/4 ' IrLGMIV VV 7 CESSPOOL C.P. Q Y UJ lbl1U-UU OW /dUU'`JRJ.UW(a`6JYVlD JY9GLlJCK-GtvvlsvGCKUVV L, stt K g