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• EXCAVATION SPECIFICATIONS BOTTOM BOTTOM <br /> 4-#'5 Cross Bars B Openings, Typ. OF OF <br /> —`� TANK CAP. WIDTH LENGTH DEPTH INLET OUTLET <br /> r-—-a-ya- 1.2m ry- 6'-B" 11' 6" 6'-9' 55' 52" <br /> lI Iii A - DIMENSION SPECIFICATIONS <br /> 1— — <br /> / <br /> —I-- \\ll♦7' y/ �n� CAPACITY A B C D E F G H I J I K L <br /> x�[rW-15" <br /> { / \\ �J 4'-8" 5'-7" 5-0" -6" 4'-2• M A <br /> iy � I I I � � Gunn 4' <br /> NOTES ` <br /> 1. Structural Calculations available upon request. <br /> 2. Material specifications: <br /> EXTRA BARS EQUIVALENT TO A Concrete, Portland Cement Type II, Minimum compressive strength f <br /> BARS CUT AT OPENING, HALF 4000 PSI 0 28 days. <br /> EA. SIDE. (TYP.) ACEESS uo B. Reinforcing bar intermediate grade ASTM A615, <br /> 3. Precast unit to be placed on natural soil or approved compacted fill. <br /> PLAN VIEW 4. Standard ground water seal to be butyl rope mastic or cement mor r. <br /> T5 Bors ® 8" o/c rwa 5. All systems to be installed in accordance with the Manual of Septic System <br /> Typ. e0 'Way 5. <br /> and the Uniform Plumbing Code. <br /> " 6. Inlet, outlet and overall height can vary by 1" c c <br /> SEC. C-1 7. -Maximum cover over tank is 3 feet in traffic areas, 6'non-traffic. STANDARD <br /> FOR <br /> SEPTIC TANKS <br /> 3" D1 F 2 J SE <br /> Cl 3' K 1 rave awTAW. <br /> 5" m.o-t E5040% rnOM <br /> (M)AM-um <br /> almwwi.sce auncls - <br /> wat _) Liquid Level (_) aun[r #3 Bors 0 12" o/c <br /> Typ. w/ 16" Lap <br /> 4'e TYPICAL 4"® T}PICA I I <br /> s II <br /> 6"e HOLE <br /> oa IN BAFFLE - <br /> #3 Bars 0 12" o/c *' <br /> Typ. w/ 16" Lap 1250 CAL. MOND <br /> #3 Bars 0 12" a/c SEPRC TANK <br /> Typ. w/ 16" Lap #3 Bars ® 6" a/c #3 Boo 6" o/c H2O LOADING <br /> Typ. w/ 16" Lap Typ. w/ 16" Lap <br /> ws,ry ra <br /> r <br /> ••+wk ra <br /> W.e-t2 <br /> 3• Typ. w/ 16 Lap D 51 L C 3" r <br /> ' x. wrmy rwe <br /> L E G 12sel aey <br /> rr <br /> LONGITUDINAL SECTION A -A SECTION 8 - 8 1 <br />