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4-j5 Trim Bars ®Openings, Typ. EXCAVATION SPECIFICA AONS BOTTOM BOTTOM <br /> OF OF <br /> TANK CAP. Y7-6" LENGTH DEPTH OUUT <br /> 2#10 Z000GLL T-6' IX-5- 6'-9' 55' gp° <br /> A 01MENSION SPECOTCABONS <br /> CAPACITY A B C D E F C H J K L <br /> �r \ I /I _I__III \ J ` W 7WD CN. 4'-0" 4'-J' J'-3 Y-J" 17-0 1Y'-4' 6'-D' S'-T 6'-4' S'-)0' 5'-6` fp A <br /> n\/ 14 Cl 01 m � <br /> \ f. / J.-J. T,-T, gg <br /> 5- 15 TRIM BARS EA. LOCATION Wrw LISTED <br /> 1. Structural Calculations ovaDable upon <br /> 2 Material NAeciliicationr. P request. <br /> U1''C°LISTED LOGO L EXTRA BARS EQUIVALENT TO - A. Concrete, Portland Cement Type q Minimum compressive strength <br /> BARS CUT ATENINC, HALF 4000 PSI®28 dogs. <br /> EA. SIDE. (TYP.� A?- Z W B. Reinforcing bar intermediate grade ASTM A615 <br /> 3. Precast unit to be placed on natural=3 or opprovod compacted Fdl. <br /> PLAN WEW 4. Standard ground water seal to be butyl rope mastic or cement mor <br /> 37uf ea. 0% uxK 5 All Practice andt the instalted in Unit" Plumbing with the Manua!o/ �c System <br /> ay nrowra axaus <br /> 6. Inlet outlet and mwall height con vary by I' x.cc sAnu <br /> SEC_C-I 7. Hoximum cover over tank is 3 feet (n troTFa area, 6 feet in non-bro/Frc areas. STMVARD <br /> F STPnC TANKS <br /> 3" D1 2" Cl 3" J rat: <br /> K J° iT&oo amcwli <br /> MOK cA K)Za <br /> (MJM-240 <br /> M(Er WllalAl.SaE Qlnllr <br /> �i Liquid Level TTYPI� <br /> jJ Bars 0 12'o% <br /> a I I I T)p, w/16"Lap <br /> 4"0 T KCAL I I <br /> x II <br /> ars <br /> 6'0 HOLE LJ <br /> an IN BAFTLE <br /> wl6IL�/c202Lb0 CAL. NLNJO <br /> kJBors ® 12"o% SEPTIC TANKTyp. w/16"LapBors®6°a/c j3 Bors ®6"a/cH2O LOAOWCw/16"Lop TV W/I6"Lap <br /> 4L%IE Lap/0 5 J° L r% am T <br /> 3tl J. +b Tax <br /> E G - °ragoas.T <br /> wn <br /> LONGITUDINAL SECTION A -A SECRON B - 9 <br />