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° EXCAVATION SPECIFICATIONS BOTTOM BOTTO6{ <br /> 4-y5 Trim Bars ®Openings, Typ. to to <br /> TANK P. wow LENGTH DEPTH INIEr OUTLET <br /> 1,500 GAT. 6'-9" II'-6' 6'-9' <br /> -4 — _+ tDIMENSION' SPECIFlCA TIONS <br /> I I 24"- ACCESS <br /> UC (TYP.) <br /> If / _ \�I—— jam I-- — I — _ l `I t) <br /> CAPACITY A B C D E F C H J K L <br /> A bO <br /> \\I� / �i� ' I Lsoo c,u. �'-J' {'-6' JC O' 6D'' 10'-5' 10'-9" 5'-1' 3'-7- 5'-8' <br /> INLET OUTLET OUTLET J'-{' 6'-9" <br /> 1 \�--}-- T--f-- T/ y <br /> 5- J5 TRIAI BARS EA. LOCATION <br /> (Typ) NOTES <br /> L <br /> I. Structural Calculations available upon request. <br /> 2• M°tedol specilico(ions: <br /> A. Concrete, Portland Cement Type II, Minimum compressive strength <br /> ACCESS LID 4000 PSI ®28 days. <br /> EXTRA BARS EQUIVALENT TO B. Reinforcing bar intermediate grade ASTM A615. <br /> BARS CUT AT OPENING, HALF J. Precast unit to be placed on natural soil or approved compacted fill. <br /> (#5 Bars ®8"o% PLAN VIEW EA. SIDE. (TYP.) 4. Standard ground water seal to be butyl rope mostic or cemen�or. <br /> yp. <br /> i Septic TA 5. All systems to be installed in accordance with the Manual of tic System <br /> e°. way Practice and the Uniform Plumbing Code.. , <br /> 6. Inlet, outlet and overall height can vary by I" <br /> SEC. C-1 7• Maximum cover over tcnk is 3 feet in traffic areas, 6'in non-traffic areas. STA110ARD <br /> SEPTIC TANKS <br /> T FOR: <br /> Di 2'� Cl K Pit cost PRMCTS <br /> SEC. C-1 - TsrAW u saTm <br /> OPTIONAL SIDE-OUTLETS 4 <br /> IN T Liquid Level i_; DUIZET �5 Burrs 6 BLQ/c 11WIL—All. <br /> )P• / p <br /> I i <br /> 4"0 TYPICAL 4"0 TYPICAL I I <br /> = II <br /> 6'o HOLE <br /> m IN BAFFLE IJ Bars 0 12"% "k <br /> Typ. w/ I6"Lop I5O0 GAL. MONO <br /> 13 Bars ® 12'o1c SEPI1C TANK <br /> r}p. w/ 16"Lap <br /> JJ Bars 0 6"o/ ,/J Bars 0 6"% H2O LOADING <br /> Typ. w/ 15'Lop Typ, w/16"Lop °�h Tu. <br /> h T.P <br /> �. <br /> 4" loft Y ne1M <br /> /3 Bors ®6" %, B M k n h <br /> J Typ. w/ 16"Lap D 5 C L J" u,:ooe <br /> �� 15C6pNM11ry <br /> r1�C$r LONGITUDINAL SECTION A -A SECTION 6 6IL <br />