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• EXCAVATION SPECIFICATIONS BOTTOM BOTTOM <br /> 4-J5 Cross Bars 0 Openings, Typ. OF OF <br /> TANK CAP, WIDTH LENGTH DEPTH INLET OUTLET <br /> 1-7 fir� t 15o GAL. 6'-8" 11' 6" 6'-9" 5S' 52" <br /> ��L L--1--1-- _2AJAC�EsSU� <br /> TYR� //} �\�—'� DIMENSION SPECIFICATIONS <br /> 4---I-- — , i� \� CAPACITY A B C D E F G H J K L <br /> 1,250 CAS.. 4'-0" 4'-3" 9'-11 10'-5' 4'-6" <br /> INLET —OUTLET G1 D1 <br /> I I \\`� //f1—rI NOTES <br /> 1. Structural Calculations available upon request. <br /> 2. Material specifications: <br /> A. Concrete, Portland Cement Type II, Minimum compressive strength %! <br /> EXTRA BARS EQUIVALENT TO 4000 PSI 0 28 days. <br /> BARS CUT AT OPENING, HALF B. Reinforcing bar intermediate grade ASTM A615. <br /> EA. SIDE. (TYP.) ACCESS u0 <br /> 3. Precast unit to be placed on natural soil or approved compacted fill. � ,• <br /> 4. Standard ground water seal to be butyl rope mostic or cement mor <br /> PLANr. . <br /> #5 Bars 0 8" a/c VEW TANK 5. All systems to be installed in accordance with the Manual of Septic System <br /> Typ. ea. way Practice and the Uniform Plumbing Code. �,OWNS <br /> 6. Inlet, outlet and overall height can vary by 1" RCE 33W <br /> SEC. C-1 7. •Maximum cover over tank is 3 feet in traffic areas, 6'non-trofffc. STANDARD <br /> SEPTIC TANKS <br /> J FOR. <br /> &L COW F <br /> D 1 2 Cl 3" K 19000 1£ <br /> 3" SEC.C-t ESCALCN,CA 95320 <br /> (209)&18-1148 <br /> OPTIONAL SIDE OUTLETS I <br /> INLET i ; Liquid Level i`; ounET #3 Bars 10 o/c <br /> —_ Typ. w/ 166 L <br /> " Lap <br /> II <br /> 4"0 TYPICA ! I <br /> 4"0 TYPICAL <br /> = 6"0 HOLE ¢ L J <br /> IN BAFFLE <br /> m #3 Bars 0 12" o/c 1250 GAL. MONO <br /> Typ. w/ 16" Lop SEP71C TANK <br /> #3 Bars 0 12" a/c H2O LOADING <br /> Typ. w/ 16" Lap #3 Bars 0 6" a/c y Bars 6" o/c <br /> Typ. w/ 16" Lop Typ. w/ 166" Lop 0-4 ra <br /> 4 0"WIF ca <br /> 1W. A.not d <br /> 3 Bars 0 6" o/c, B +•r, WO-2 <br /> 3" Typ. w/ 16" Lap D 5' C 3" 5 L ur 2008 <br /> I?SOp4Mdp <br /> E G e.r.. <br /> LONGITUDINAL SECTION A -A SECTION 8 - B 1 <br />