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SCALE I= 6
<br />CROSS-SECTION OF SOIL TREATMENT FACILITY
<br />i'
<br />AE:TOM OF TRENCH MUST BE
<br />T ALONG ENTIRE LENGTH
<br />STANDARD CONCRETE
<br />]WATER -TIGHT
<br />P PES.
<br />5
<br />AT LEAST 4 1/2' OF UNDISTURBED EARTH
<br />4' DISTRIBUTION PIPES
<br />i
<br />EFFLUENT FROM SEPTIC TANK
<br />%�2- ( /tel I = 1-.5 $_ SCALE I"=10'
<br />PLAN VIEW OF SOIL TREATMENT FACILITY
<br />HORIZONTAL, CYLINDRICAL SEPTIC TANK
<br />11]4„ DI
<br />C MIN. �' I" MIN. MIr\
<br />IT -A LIQUID LEVEL A
<br />—� — SCUM
<br />B -- — -- c
<br />3" MIN. 1—
<br />_ 6..
<br />0
<br />L 1
<br />SLUDGE
<br />DIMENSIONS
<br />DIA 4 FT MINIMUM INSIDE DIAMETER A 0.2 0
<br />D 0.79 DIAMETER B 6 IN MINIMUM 0.2 D MAXIMUM
<br />L 2 TO 3 TIMES THE DIAMETER C 0.35 D TO NEAREST INCH
<br />/SATE:
<br />(o -13-B6
<br />DESIGNEO,BY:
<br />K.R. R.
<br />DRAWN BY'��
<br />K.R.R._
<br />CHECKED BY:
<br />W. E, J.
<br />PROJECT FILE NO:
<br />I HERE. BY CERTIFY THAT THIS PLAN, SPEC IFI-
<br />AT ION OR RE PGR T W AS P RE PA RE C, BY ME CR
<br />U N D E R M Y D1 R E C T Su P E P V 151 ON A N I) T H A T A M
<br />A DULY REGISTERED PRO'E SS i C N AL ENG,NE ER
<br />DEP THE LAws of yG+ s'ATF of M,tiNEsc,-.
<br />DATE A4 —/3— — PEG NO
<br />)LE
<br />IA.
<br />PROPOSED GROUND SURFACE
<br />/--GRASS COVER
<br />12-18 OAM SOIL BACKFILL OVER DRAINFIELD
<br />ORIGINAL GROUND SURFACE
<br />2"MIN. ROCK COVER
<br />O 4"DIA. RIGID PERFORATED
<br />PLASTIC PIPE.
<br />5-0
<br />NOTE: BOTTOM OF TRENCH MUST
<br />BE FLAT ALONG ENTIRE LENGTH
<br />j
<br />TRENCH DETAIL
<br />-12" D PTH OF CLEAN
<br />RO 3/4" TO 2-1/2"DIA.
<br />3'-0" MINIMUM
<br />SCALE: I = I
<br />WATER TABLE
<br />INLET
<br />16"
<br />SUGGESTED DIMENSIONS OF
<br />CIRCULAR DROP BOX INLET FROMSEPTIC TANK
<br />CONSTRUCTED OF CONCRETE ORPREVIOUS
<br />DROP BOX
<br />NOTE= ALL 'PENIN E ARE CAST
<br />AS KNOCK' TS AND ARE
<br />6" DIAMETE OUTSIDE
<br />TAPERED T 5"
<br />DIAMETER SIDE
<br />OUTLET TO
<br />TRENCH
<br />SUPPLY LINE
<br />TO NEXT
<br />DROP BOX
<br />_. —
<br />-OUTLET TO
<br />TRENCH
<br />THIS ITEMS BEEN
<br />1. AWNFIL*#
<br />BE AT LEAST
<br />2. ELEVATION OF INLET AND SUP; LY
<br />LINE TO NEXT DROP BOX MAY BE
<br />ADJUSTED UP OR DOWN FOR DESIRED
<br />EFFLUENT LEVEL IN TRENCH.
<br />3. SUGGESTED TRENCH LIQUID LEVEL
<br />IS AT TOP OF OUTLET PIPE.
<br />4. INVERT OF INLET MUST BE AT LEAST
<br />ONE INCH HIGHER THAN INVERT OF
<br />SUPPLY PIPE TO NEXT DROP BOX.
<br />5. TRENCHES MAY OUTLET ONE SIDE OR
<br />80TH SIDES OF DROP BOX.
<br />0
<br />x954
<br />z ys `
<br />-- 9�0
<br />' - -- - - - - --- 990
<br />9_'.,`_-
<br />01 5
<br />- /
<br />q ALT RN,�T,E A -ILI` Y
<br />h `
<br />"fREATME IT,' FACILITY
<br />THIS ON—SITE SANITARY SEWER DESIGN HAS BEEN BASED
<br />SOLELY ON DRAINFIELD LOCATIONS, SUBSURFACE SOIL - !� - ,; ',?
<br />,
<br />p{ F I --- - -- - ---� - -
<br />tE�, PERCOtA'TtOt�t RESULTS, AI�t�-WADER TABLE
<br />LOCATIONS PROVIDED BY MICHEAL O'DONNELL,P.E.ZI
<br />CONSULTING ENGINEERS DATED 12/9/1983 \ ; ' �: �' �;
<br />O D b� BbXS G R EL
<br />o�
<br />VERTICAL SIDEWALL SEPTIC TANK
<br />.,--FINISHED GRADE
<br />--AT LEAST AT LEAST
<br />I"
<br />4" DIA. 6" TO 12" SOIL COVER 4" DIA.
<br />MIN. [-AT LEAST I" AT LEAST I"
<br />— � 1
<br />A =
<br />I
<br />LI—AT LEAST
<br />3"
<br />DIMENSIONS
<br />FOR TANKS WITH VERTICAL SIDES
<br />INLET
<br />24" MINIMUM
<br />LENGTH, L
<br />--�-- SUPPLY '- SUPPLY
<br />DIAMETER
<br />60" MINIMUM
<br />INLET -�- LINELINE
<br />O-
<br />OVER
<br />A
<br />--'--� (DI
<br />_
<br />FLOW-
<br />MINIMUM; 02`.'O MAXIMUM
<br />C 10,4
<br />D
<br />- ----
<br />i ; - 4 -
<br />OUTLET
<br />TO TRENCH
<br />i OUTLETS OUTLET TO
<br />TO TRENCH I TRENCH
<br />[DROP
<br />BOX DETAIL
<br />0
<br />x954
<br />z ys `
<br />-- 9�0
<br />' - -- - - - - --- 990
<br />9_'.,`_-
<br />01 5
<br />- /
<br />q ALT RN,�T,E A -ILI` Y
<br />h `
<br />"fREATME IT,' FACILITY
<br />THIS ON—SITE SANITARY SEWER DESIGN HAS BEEN BASED
<br />SOLELY ON DRAINFIELD LOCATIONS, SUBSURFACE SOIL - !� - ,; ',?
<br />,
<br />p{ F I --- - -- - ---� - -
<br />tE�, PERCOtA'TtOt�t RESULTS, AI�t�-WADER TABLE
<br />LOCATIONS PROVIDED BY MICHEAL O'DONNELL,P.E.ZI
<br />CONSULTING ENGINEERS DATED 12/9/1983 \ ; ' �: �' �;
<br />O D b� BbXS G R EL
<br />o�
<br />VERTICAL SIDEWALL SEPTIC TANK
<br />.,--FINISHED GRADE
<br />--AT LEAST AT LEAST
<br />I"
<br />4" DIA. 6" TO 12" SOIL COVER 4" DIA.
<br />MIN. [-AT LEAST I" AT LEAST I"
<br />— � 1
<br />A =
<br />I
<br />LI—AT LEAST
<br />3"
<br />DIMENSIONS
<br />FOR TANKS WITH VERTICAL SIDES
<br />WIDTH, W
<br />24" MINIMUM
<br />LENGTH, L
<br />2 TO 3 TIMES THE WIDTH
<br />DIAMETER
<br />60" MINIMUM
<br />DEPTH, D
<br />30" MINIMUM; 78" MAXIMUM
<br />A
<br />0.2-D
<br />8 161.
<br />MINIMUM; 02`.'O MAXIMUM
<br />C 10,4
<br />D
<br />A
<br />I
<br />C
<br />-
<br />i �
<br />-- AT LEAST 4 FEET -
<br />NOTES:
<br />1. SANITARY TEES AT LEAST S INCHES IN DIAMETER ,. MANHOLE COVERS SHALL BE LOCATED WITHIN
<br />MAY BE USED IN PLACE OF BAFFLES. 1'- INCITES BUT NO CLOSER THAN b INCHES
<br />_. THERE SHALL BE ONE OR MORE MANHOLES, "J" BEL''.: FINISHED GRADE AND COVERED WITH AT
<br />LEAST DIMENSION A.ND LOCATED WI"CHIN h FEET LEAST b LNCHE$ OF EARTH.
<br />OF :ALL TANK WALLS. 5. SEPARATION DISTANCE BET,'F.EN END OF INLET
<br />3. AN INSPECTION PIPE OF AT LEAST INCHES PIPE AND NEAREST POINT ON BAFFLE SHALL BE
<br />DIAMETER OR A M.NNHOLL SHALL BE LOCATED NO LESS THAN G INCHES OR NO MORE THAN 12 d
<br />OVER BOTH THE INLET AND NUTLET DEVICES. INCHES.
<br />THE CENTER LINE OF THE INSPECTION PIPES b. FOR HORIZONTAL CYLINDRICAL TASKS DIMENSION
<br />SHALL BE THE SAME AS THE CENTER I-INL OF A IS 0.15D AND DIMENSION C IS 0.35D.
<br />THE BAFFLE OPENINGS OR SANITARY TEES.
<br />SEPTIC TANK DETAIL
<br />UBURBA,N
<br />NGINaERING
<br />INC.
<br />® ' 1
<br />Minn4apolis,
<br />Minnesota
<br />i`
<br />rr � Sf�K Pr
<br />' 7,139, 1�
<br />trRT1GA
<br />r� / I, Iy��tY I.G. �
<br />NOfEIIV.,'SiT3ACK ;FROM-
<br />-
<br />"SEPTIC TANK Tb HOUSE / �,� st7s!
<br />' / ' ' ' ' ` • I ' , , , , I
<br />10- FIT.!
<br />-
<br />/ 1040 -- \�
<br />,A .X
<br />10
<br />/�'Gr.�,eV6 .r�.or� � OTE'•' COnlSTld_!/Gj
<br />' Pl 167 83 ` W/TSF �X ca Yj rC0 �AT�4*J 9� f�ILoi*I
<br />�363z 4z F�wo w.oy, .oiivry/.� x�rai vc . ' 1
<br />T na77E,¢ry ,
<br />to
<br />Mo
<br />_94
<br />7
<br />c'
<br />O
<br />1p
<br />/Uol� <S Pon Ty�� deo r�vc f2o /NSTiaLG LF ra"CM'" 'Okoovc E� �rz p✓ `'
<br />- I t�,?J ✓EWA
<br />2'.9GGeE6oi� Ss/ou 0�� /ENO CJ/O vs �I//ICI oALJ A16 R, PERM..
<br />OK Lira s. v v E: /0/6. z o
<br />101-'r'4 0 1145pf-G"rOR D 1
<br />0 cy T�:9 ,e✓P AZ-.- 11A,-10 Pin) S S SVBM��ED ,ONS ASN 5m T
<br />aCk ENo J> �7/n v CJ- .c/Fe S a�E7 gr �PpRONED 's S CORRE ECT & RESOsnau be done
<br />0 APpROVEDOVED ' OORRation. All & -onmS oorer\e re
<br />(SOT P`?PR for POUT infor le bull&% &ed {n tWs revteN
<br />QeSe oomrne.�e \01th all s spot sPe�`f`calry � A`` CIDIIES'
<br />Y in lulmen pincludin9 gA SET ON SITE P' /
<br />-- OI AN
<br />W I PAUL WALENTINY W
<br />Z -,
<br />O
<br />0;; CONSTRUCTION WC 1it
<br />x
<br />I" W
<br />ON-SITE SANITARY SEWER
<br />I•
<br />PAINTERS CREEK
<br />W TO SERVE LOT 4 BLOCK 1
<br />. W
<br />.I
<br />2
<br />
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