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HomeMy WebLinkAboutEngineered Plan - 2014r : � .... , ... :- s .. '. ..:. � .: ... ` . � .::. e . '.,. Tex'^"'^ry^ '.-�..w✓..,a+^.. .. 'COVERS 47 SCHEDULE 40 , PVC PIPE — LOA ANAN D SEED . 2 LAYER. OF OBSERVATION OLE ELEV. � MIN. PITCH 1 f$ PER FT. � ,.� 1 f8 TO ,,1f2 PERCOLATION MATE _ MIN,NCH 7.5f u 4 CAST IRON PIPE u MANHOLE COVER WASHED STONE OR FILTER FAQRiG 93.PTH A5 MAXMAx. VENT HORLZ ; TEXTURE. TE 7U, OLOR M4 (OR EQUAL) MINIMUM 91:8 MIN. REQUIRED 0-36 FILL NO PITCH 1/4- PER FT, f P FLOW LEVEL RS TEE ;; � _ " 36-41 A LOAMY SAND t0YR4 6 f � 41--51" B LOA Y M, SAND 143YR5f$ FLOW LINE 1 126 Cl LOAMY SAND Et_ V f `j MtN. ----------- -1 o 0 12$A C2-Is,-ILT LOM _ f Q.' � 92.00 LEV _. LEVEL E o o DDC3®QDD C3 Q Q -O Q o 0- , t WATER 128 " ENCOUNTERED AT:� £L£V. ELEV. - ..:.���'... A D A Q G S I3 FFLE _ 6" .SUMP _ �ELEV. _90,34 o a QQC3QL7{�fl©DDCJ o e 2 a _ ; DISTRIBUTION a o LIQUID Q OUT LET ELEV.. �, � o ��I�� 2 o a o a C3 LJ a a a s ELEV. 6&1 .. : . DEPTH TEEpax (EXISTING) -- - �` �,� DESIGN CALCULATION' 4 FEET 5 FEET... 14 INCHES- ! HES..'.. 19.INCHES TO 8E WATER D TESTED IF MOR THAN ONE GU T E TLE 00 AL N: 2 5 G L0 ,GALLEYS WITH STONE IN AN , , ,. NUMBER F BE O _.BEDROOMS S FEET, E _ F 7 FEET 40A�.a..o�i 2 INCHES 29 INCHES �+ �/ SEPTIC TAK TO BE PLACED ON FIRM BASE t ) _ 13 X 24 X_ 2_ TRENCH FORMATION � �. W wE 247 LL Al 'S.1 GARBAGE DISPOSAL UNIT • .. , TOTAL ESTIMATED Ft,:C1W 8 FEET 34 INCHES 4 3 TO 1 1 2 CLEAN f �+ ry Aeso�T�aN - zONE 8 INDEX. 241 ( 110 GAL.j8R./bAY X ,.. .�'Bfi. -RE DOUBLE WASHED STONE FREE O FINES SILT ..7Qi an ( SYSTEM f, SAS N -- 2t AQ BUST .1 ---�-- ' IRED s PTt K QU E C TAN cAi'ACtiY ACTUALS OF SEPTIC TANK EXfSiiNG ; � { , SAIL CLASSIFICATION S WA EE DISPOSAL SYSTEM PROFILE REDOXIMORPHtC �EATURC O85 R E V.. S E VEQ L£ .�.$ 1 DESIGN 'P R 0' ATI RA E_C L ON TE ` NOT TO `SCALE' USES PROBABLE: WATER TABLE EL V. . ^..�EACHNG' OBSERVED TABLE"{/7 17 '1996\ ELEV.:, ...».#30.$_..: _,_M& f, EFFLUENT LOADING, RATE . GAL./ 'ORM. TO,f1,E )NS FOR