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EXCAVATION SPECIFICATIONS BOTTOM BOTTOM <br /> 4 Cross Bars ®Openings, Typ. OF OF kf <br /> _ TANK CAP. WIDTH LENGTH DEPTH INLET OUTLET <br /> ZT= — <br /> I—— r 2,000 caE. T-6" 13'-6" 6'-9" <br /> i' 1-- ---I--1-- s4epccEssuo�Ti55" 52" <br /> _ . <br /> \ I I I I I \ y \\I I I DIMENSION SPECIFICATIONS <br /> —�� +—'`�--I--4-- —�— t A CAPACITY A B I C D E F G H J K L Fb <br /> OUTLET ' 3" 7--, <br /> L2�000 cu2-06-0" 5'-7" D'- 5'-6"INLET r "Cl Ol 1 \ —I—--T— T— 7 ` <br /> r <br /> 19 <br /> Il I i I I I x INOTES <br /> I I I I I I II 1. Structural Calculations available upon request. O <br /> 2. Material specifications: <br /> A. Concrete, Portland Cement Type 11, Minimum compressive strength <br /> 4000 PSI ®28 days. <br /> B. Reinforcing bar intermediate grade ASTM A615. <br /> aaxss Lm 3. Precast unit to be placed on natural soil or approved compacted fill. N,. „3o� <br /> 4. Standard ground water seal to be butyl rope mastic or cement mor \ 4-3009 VIEW 5. All systems to be installed in accordance with the Manual of S is System + vi <br /> T yp. ea. way Bars ®8"% r""K Practice and the Uniform Plumbing Code. <br /> T6. Inlet, outlet and overall height can vary by 1" THOMAS J.OMENS <br /> R.C.E.535M <br /> SEC. C-1 7. Maximum cover over tank is 3 feet. <br /> 8. This tank is not traffic rated. STANDARD <br /> F <br /> SEPTIC TANKS <br /> 3" Dl 2" J FOR. <br /> 4 <br /> Cl 3" 3„ K 3" P&L cavo PRO9ucTS^; SEC. C-1 1900 Roos VR Y AVE. <br /> ESCALON,CA.95320 <br /> (209)838-1448 <br /> OPRONAL SIDE OUTLETS <br /> INLET Liquid Level �) owner g3 Bars ® 12" <br /> Op• w/16"Lap <br /> 4"0 TYPICAL 4"p T?PICA I I <br /> T II <br /> 6"0 HOLE L J <br /> m IN BAFFLE <br /> 13 Bars ® 12"% m� <br /> 1000 GAL. MONO <br /> /y3 Bars 0 12"o% Typ. w/ 16"Lap SEP71C TANK <br /> Typ. *116"LapJJ Bars ®6"% jf3 Bars ®6"o/c <br /> TANK <br /> Typ. w/ 16"Lap Typ. w/16"Lap <br /> 4 0—91, Ja. <br /> ChKkb BX 7.0. <br /> 4 13 Bars 0 6"%, B s A.".1.e <br /> 3" Typ. w/16"Lop D 5C3" 3" L 3" 'b°' 9918- <br /> rtR.2002 <br /> E <br /> M.1. <br /> LONGITUDINAL SECTION A -A SECTION 8 - 6 1 <br />