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Home My WebLink AboutMiscellaneous - 890 JOHNSON STREET 4/11/1996 � 4 PLAN REVIEW CHECKLIST ADDRESS ENGINEER GENERAL 3 COPIES STAMP LOCUS NORTH ARROW �"s SCALE CONTOURS PROFILE SECTION .... BENCHMARK SOIL & PERCS ' ELEVATIONS WETS. DISCLAIMER -WELLS & WETS ,.- � WATERSHED? ///0 DRIVEWAY (E1ev) WATER LINE .., FDN DRAIN SCH40 �• " TESTS CURRENT? C. -- SOIL EVAL SEPTIC TANK MIN -1500G, ..._' . 17 INVERT DROP GARB. GRINDER (+200o EDF) 25 ' TO CELLAR MANHOLE ELEV GW # COMPS . D®BOX SIZE ## LINES ,4 FIRST 2 ' LEVEL STATEMENT INLET OUTLET 106? r, 7 _ (211 OR . 17 FT) TEE REQ'D? � LEACHING MIN--&&0. G+1D? RESERVE AREA ' 4 ' FROM PRIMARY? s�� ° 2% SLOPE 100 ' TO WETLANDS ' "" � 1001 TO WELLS '" 4 ' TO S .H.GW (5 ' >2M/IN) 35 ' TO FND & INTRCPTR DRAINS- 325 ' TO SURFACE H2O SUPP 4 ' PERM. SOIL BELOW FACILITY MIN 1211 COVER C.'w, FILL? ' (251 j if above natural elev; 10 ' if below) BREAKOUT MET? e" TRENCHES MI N��4:.:. go pa SLOPE (min 005 ors 100 SIDEWALL DIST. 3K EFF. �.....,,w. .... - W OR D (MIN 6 ' ) """`. RESERVE BETWEEN TRENCHES .7 IN FILL? BE 101 MIN. 411 PEA STONE? "NVENT? 1.. (>3 ' COVER; LINES >501 ) BOTe� ] + SIDE . X LDNG TOT (L x W x ##) (DxLx2x$#) (G/f t2) Copyright 0 1995 by S.L. Starr '..