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' EXCAVATION SPECIFICATIONS BOTTOM BOTTOM <br /> 4-15 Cross Bors 0 Openings, Typ. OF OF <br /> TANK GAP. WIDTH LENGTH DEPTH INLET OUTLET <br /> r—L —k �Y 1,250 W. 6•-8" I V 6" If-9" 55• 52" <br /> I _ $U rl� <br /> DIMENSION SPECIFICATIONS <br /> 7 \ \ <br /> � \n CAPACITY A B C O E F G H J K L <br /> 9-11 Iw¢r1,250 fu 4'-0" p-3' C11U 6-2 d- 7" 5'-0" 4'-6" 4'-2' <br /> oD1yfE+ <br /> H+� <br /> ux.tmEo <br /> NOTES <br /> 1. Structural Calculations available upon request. <br /> 2. Material specifications: <br /> UPC&LISTED LOCO EXTRA BARS EQUIVALENT TO A Concrete, Portland Cement Type II, Minimum compressive strength <br /> BARS CUT AT OPENING, HALF 4000 PSI 0 28 days. <br /> EA. SIDE. (TYP.) aCFa u0 B. Reinforcing bar intermediate grade ASTM A615, <br /> 3. Precast unit to be placed on natural soil or approved compacted fill. <br /> P� 'AEW 4, Standard ground water seal to be butyl rope mastic or cement mor r. <br /> J5 Bars 0 8" o/c UW 5. All systems to be installed in accordance with the Manual of Septic System <br /> Typ. ea. way Practice and the Uniform Plumbing Code. <br /> " 5. Inlet, outlet and overall height can vary by 1" 1M10icc' <br /> SEC_C-I 7 -Afoxlmum cover over tank is J feet in trolfa areas, 6'non-trofRc. STANDARD <br /> F SEPTIC TANKS <br /> J FW.. <br /> 3" DI 2 Cl A 3' <br /> K va cmc axaprcrs <br /> xc o-i ' ' rsaa Aoosa 9 Aw. <br /> t5a4a'A u suo <br /> OasbaE-nve <br /> OpncwN 9a"Mal$ <br /> r- <br /> Nn 1_) Liquid Level ;) p <br /> /J Bars 0 12" o/c <br /> Typ. w/ 16" Lap <br /> 4'e TYPICAL 4"0 TYPICA I I <br /> s'0 HOLE a L J <br /> to IN BAFnE - <br /> ;y3 Bars 6 12" o% <br /> Typ. w/ 16" lap I75O CAI. MONO <br /> #3 Bars 0 12" o/c SEPTIC TANK <br /> Typ' w/ Ill" Lap {'3 Bars 0 6" o/c /3 Bars 0 6" o/c H2O LOADING <br /> Typ. w/ 16" LaP Typ. w/ 16" Lop <br /> e—sr ra <br /> awN to <br /> N3 Bars 0 ¢' o/c, I I 8 a <br /> Typ. w/ 16 Lap D L 5"L C L L 3" i L e me-r <br /> 11 E <br /> L C r�WMM <br /> rw <br /> LONGITUDINAL SECTION A -A SECTION 8 - 0 1 <br />