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HomeMy WebLinkAboutEngineered Plan - 2003,I . SYSTEM VS1EM »ROF7LE TOPFNDN. AT EL. 19.34' ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO /17.o, MINIMUM .75' OF COVER OVER PRECAST %` WITHI� 6" OF FIN. GRADE % LOPE REOUIRED OVER SYSTEM / 2 S Il 2" DOUBLE WASHED PEASTONE i R PIPE LEVEL / 15.34' f * FOR FIRST 2' J' EXIST. PROPOSED GALLON SEPTIC 0, - PROVIDE INSPECTION PORT WITHIN 6" OF FINISH GRAft 16.0' 14 TEE TANK (H- 10 ) GAS 12.5✓' r�c�t�eO�a©c� BAFFLE MIN Q 12.17' C7d�Q r 0EJEDC.Z_ ' ( 2 % SLOPE) �_6" CRUSHED STONE OR MECHANtCAL I ; . COMPACTION. (15.221 [2)) MIN 2' C� C7 Q C� C7 C7 C� C DEPTH OF FLOW = 11 ( % SLOPE) 1 ( % !SLOPE) 3/4 TO 1 1/2" DOUBLE WASHED SCONE TEE SIZES: ft INLET -DEPTH = 104„ OUTLET DEPTH I LEACHNG \ FOUNDATION--- 2g SEPTIC TANK 11 D BOX 20'FACILI(lr i ! ! ' *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER. OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF A BARRIER .IS REQUIRED, SUCH AS SEPTIC SYSTEM'.LANDSCAPE TIES, FENCING OR THE LIKE .(APPROXIMATELY 120' LINEAR I FEET),, AT, THE EDGE OF THE DRIVEWAY WHERE SHOWN TO PREVENT VEHICLE TRAFFIC OVER NOTE: (THERE IS AN OVERFLOW ANY PORTION OF SEPTIC SYSTEM. j t18 I CESSPOOL WHICH WAS NOT FOUND 3' MAX. 13.0' 10.17' 5.57' 4.6' mIEST. I40LE LOGS LNGINEEIR:. ..ARNE H. OJALA, PE *TNESS: BRUCE MURPHY, �s BATE: 9/i 5/w RERC. RAt - -<,,2 .MIN/INCH CLASS I SOILS P# Orr LS 17" 1OYR 4/2 B LS 1OYR 5/6 38" PERC K%II C MS 2.5Y 6/6 ELEV. 15.6' 12.4' y i �� Focus T / F w� S BAKER RTE 28 LOCATION MAP NTS ;7