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EXCAVA TION SPECIFICA TIONS BOTTOM BOTTOM <br /> 14 Cross Bars ®Openings, Typ. " <br /> F OF <br /> TANK CAP. MOTH LENGTH DEPTH INLET OUTLET <br /> T—=s�i—�__ _—z _ — <br /> 2,000 GAL 7'-6" 13'-6" 6'-9" 55' S2" t <br /> y \ 1 1 A _ DIMENSION SPECIFICATIONS <br /> I — 4�f� --I- - +-- I —�—Y t— n � CAPACITY A B C 1 D E F G H J K I L <br /> I I I \ I 2000 CAL. 4'-0" 4'-J" 3'-3"�7"- <br /> 3' 12'-0 r2'-�" 6'-0" 5'-7" 6'-4` 5'-10" 5'-6" J1 <br /> Torr \ I I I 1 j 1 �� twncr CIl C� <br /> i —I——i--r— %T \ i1i 3'-3. 7. <br /> j NO TES <br /> UPC*LISTED <br /> X 1 <br /> I 1. Structural Calculations avoi7oble upon request. O <br /> t _ =1=Z T=1= 2. Material specifications: -) <br /> A. Concrete, Portland Cement Type !I, Minimum compressive strength <br /> UPC*LISTED LOGO 4000 PSI ®28 days. <br /> B. Reinforcing bar intermediate grade ASTM A615. <br /> �Ln <br /> J. Precast unit to be placed on natural soil or approved compacted fill. 1 f aro. <br /> 4. Standard ground water seal to be butyl rope mastic or cement m <br /> PLAN VIEW 5. All systems to be installed in accordance with the Manual of S is System <br /> 14 Bars ®8"% r"* Practice and the Uniform Plumbing Code. <br /> Typ. ea. way 6. Inlet, outlet and overall height can vary by I' AMASLI.J.OK s <br /> SEC. C-1 7. Maximum cover over tank is 3 feet. STANDARD <br /> 8. This tank is not traffic rated. SEPTIC TANKS <br /> F J Tae: <br /> J" D1 2" C1 3" <br /> Pd!CaNC PROWS <br /> AVE.EC. C-1 3" 3 isoo ao.CA, r AK. <br /> 4"• ESCALCN.G.93.!70 <br /> (709"-I$48 <br /> OPWNAL S"OunETS — <br /> uuEr Liquid Level �_iE <br /> 13 Bars ® 12" <br /> Typ. w/ 16"Lop <br /> 4"0 TYI I <br /> 4"0 TYPICAL I I <br /> x <br /> 6"0 HOLE L J <br /> m IN BAFFLE <br /> Bars ® 12"o% mK <br /> 2000 GAL. MONO <br /> w/16"Lop SEPTIC TANK <br /> �'3 BofS ® 12"0/C TANK <br /> Typ, w/ 16` Lop Bars ®6"a c 13 Bars ®6"o% <br /> w/16"Lop Typ. w/ 16"Lopa—dr Jo.Ir. c.O d er ra <br /> $fdMc A.n.W <br /> J3 Bars 0 6"o/c, 8 <br /> Ae.. 9918- <br /> 3" Typ. w/16 Lop 5' C 3„ 3° L 3" rza mm <br /> LONGITUDINAL SECTION A -A SECTION 8 - B <br />