|
SEPTIC TANK I
<br />I I
<br />I
<br />I�^f I
<br />_ –I
<br />INTERCEPTOR OR CURTAIN 1 110' MIN. _
<br />DRAIN TO REMOVE EXCESS —1
<br />SOIL WATER, INSTALL AT
<br />A 5 DEPTH.OW Tb WI i:j7," 8 jr r&tgtFArW
<br />NOTE. TOP OF TRENCH AT SAME
<br />ELEVATION AS APPROXIMATE
<br />ORIGINAL GROUND SURFACE.
<br />53
<br />(TYP) (TYP)
<br />~r"'PDX SLOFE
<br />�- TYPICAL TRENCH
<br />(SEE DETAIL)
<br />SCALE 1= 6
<br />_OSSA_ECT_ION..-OF-SOIL-,_TREATMENT_r_FACILITY
<br />STANDARD CONCRETE DROP BOX (SEE DETAIL)
<br />EFFLUENT FROM SEPTIC TANK
<br />4` WATER -TIGHT - — __--
<br />PIPES.
<br />NOTE: BOTTOM OF TRENCH MUST BE
<br />FLAT ALONG ENTIRE LENGTH
<br />12-&o_o s 6-c'WWI"
<br />/,T LE,4ST 4 1/2r OF UNDISTURBED EARTH
<br />1 .d
<br />— 4 DISTRIBUTION PIPE
<br />I
<br />SCA LE: 1 =10
<br />PLAN VIEW Of SOIL. TREATMENT-FAC-ILITY
<br />�'oeTE
<br />STANDARD
<br />DROP BOX
<br />4 FT MIN MUM INSIDE
<br />"0
<br />1986 )
<br />- f41 ,NfC BY
<br />I
<br />K.R.R.
<br />I -OUTLET
<br />_
<br />DRAWN gY---
<br />i
<br />DEPTH, D
<br />TRENCH
<br />I
<br />-------
<br />CHECKED RY-
<br />I
<br />I ALL PIPES SHOULD BE AT LEAST
<br />'MEET FROM
<br />RCIJfCT FlitNO
<br />4- NCH DIAMETER.
<br />SEPTIC TANK
<br />OR PREVIOUS
<br />0.4 D
<br />2 ELEVATION OF INLET AND SUPPLY
<br />DROP BOX-,
<br />SUPPLY LINE
<br />LINE TO NEXT DROP BOX MAS BE
<br />ADJUSTED UP OR DOWN FOR DESIRED
<br />TC NEXT
<br />EFFLUENT LEVELIN TRENCH
<br />DROP BOX
<br />THE CENTER LINE OF THE INSPECTION PIPES 6. HORIZONTAL CYLINDRICAL TANKS DIMENSION
<br />3 SUGGESTED TRENCH LIQUID LEVEL
<br />SHALL BE THE SAME AS THE CENTER LINE OF I5 0.15D AND DIMENSION C IS 0.35D.
<br />S AT TCP OF OUTLET PIPE
<br />THE BAFFLE OPENIMCS OR SANITARY TEES_—
<br />4 NVER' OF INLET MUST BE AT LEAST
<br />ONE INCH HIGHER THAN INVERT OF
<br />'
<br />SUPPLY PIPE TO NEXT DROP BOX
<br />OUTLET TO
<br />5 TRENCHES MAY OUTLET ONE SIDE OR
<br />TRENCH
<br />BOTH SIDES OF DROP BOX
<br />+1
<br />INLET
<br />'-
<br />_� IN
<br />SUPPLY
<br />1-:. ,.�E
<br />�..�J SUPPLY
<br />-LL_
<br />1
<br />...- LINE
<br />-OUTLETS
<br />`OUTLET TO
<br />TO TRENCH —
<br />TRENCH
<br />�'oeTE
<br />WIDTH W
<br />24' MINIMUM
<br />4 FT MIN MUM INSIDE
<br />OCT 16,
<br />1986 )
<br />- f41 ,NfC BY
<br />I
<br />K.R.R.
<br />60" MINIMUM
<br />_
<br />DRAWN gY---
<br />i
<br />DEPTH, D
<br />K.R.R.
<br />I
<br />-------
<br />CHECKED RY-
<br />I
<br />W.E.J.
<br />B
<br />RCIJfCT FlitNO
<br />N86434
<br />C
<br />0.4 D
<br />RT I F v H 4 T T HI$ P ♦N, ;PE CI F I-
<br />A i N U R E AS P u[ P A R E B Y M E ;✓R
<br />N; F R MY ()i RE C T SI:P E R V'S vN A'v T HA T AM
<br />A PUlt PE (,,STf RFL 11-1 ESS '.; '`A.- ENG -^EFR
<br />UE p TH J. A IN OF T H �L T E GF M,•,,tiF S;. T 4
<br />—�.f:ATE / PF:, N0 4z C
<br />_ 16" _
<br />PROPOSED GROUND SURFACE -
<br />,--GRASS COVER
<br />12 -181 LOAM SOIL BACKFILL DYER DRAINFIELD
<br />,/—ORIGINAL GROUND SURFACE
<br />Z MIN. ROCK COVER
<br />O - - 4 DIA. RIGID PERFORATED
<br />PLASTIC PIPE.
<br />6 MIN. G F CLEAN
<br />/4 TO 2-1/2"DIA.
<br />3
<br />VERTICAL SIDEWALL SEPTIC TANK
<br />FINISHED G ` DE
<br />AT LEAST 6" TO 12 SOI COVER AT LEAST
<br />I„ 4" DIA. 4" DIA—,
<br />MIN SAT LEAST I" AT LEAST 1"
<br />F
<br />— J A
<br />B
<br />—i.
<br />i -1 --AT LEAST
<br />3"
<br />DIMENSIONS FOR TANKS iTH VERTICAL SIDES
<br />WIDTH W
<br />24' MINIMUM
<br />4 FT MIN MUM INSIDE
<br />LENGTH,L 2 TO 3 TIMES
<br />HE WIDTH
<br />DIAMETER
<br />60" MINIMUM
<br />0.79 DIAMETER
<br />1
<br />DEPTH, D
<br />30' MINIMUM;
<br />MAXIMUM
<br />A
<br />02 0
<br />DIAMETER
<br />B
<br />6" MINIMUM; O
<br />D MAXIMUM
<br />C
<br />0.4 D
<br />A I. MIN
<br />1
<br />C
<br />1AIMFOED
<br />HORIZONTAL CYLINDRICAL SEPTIC TANK
<br />4" DIAMANHOLE
<br />MIN 20� DIA.
<br />MIN.
<br />T A LIOU15 LEVEL
<br />- SCUM
<br />C
<br />-3' MIN. 1 Ota
<br />6-
<br />D
<br />L I
<br />i
<br />--- --- SLUDG - -- - - -I-------
<br />DIMENSIONS
<br />DIA
<br />4 FT MIN MUM INSIDE
<br />�----- AT LEAST 4 FEE------�
<br />L
<br />0.2 D
<br />ISANITARY TEES Al Lt Sl 0 LhLWES IN DIAMETER 6. LE COVE" S.'..L_ _. w
<br />0.79 DIAMETER
<br />1
<br />I
<br />MAY BE CSI!" IR PACE OF BAFFLES. INCHES BUT NC CLOSER THAN 6 INCHES
<br />6 IN MINIMUM 0.2 D MAXIMUM
<br />L
<br />THERE SHALL BE ONE OR MORE lVINMOLES. 20" FINISHED GRADE .W COVERED WITH AT
<br />DIAMETER
<br />C
<br />LEAST )IMENSInN AND LOCATED WITHIN 6 FEET -ST 6 INCHES OF EARTd.
<br />If
<br />OF ALL TANK WALLS. S. ARATION DISTANCE BETWEEN END OF INLET
<br />Ati rVS*PECTION PIPE OF AT LEAST 6 INCHES PE AND 9EAREST POINT ON BAFFLE SHALL BE
<br />DIAMETER (M A MANHOLE SHALL BE LOCATED LESS tMAN 6 INCHES OR NO MORE THAN 12
<br />OVER BOTH THE INLET AND OUTLET DEVICES. MES. '
<br />THE CENTER LINE OF THE INSPECTION PIPES 6. HORIZONTAL CYLINDRICAL TANKS DIMENSION
<br />SHALL BE THE SAME AS THE CENTER LINE OF I5 0.15D AND DIMENSION C IS 0.35D.
<br />THE BAFFLE OPENIMCS OR SANITARY TEES_—
<br />1AIMFOED
<br />HORIZONTAL CYLINDRICAL SEPTIC TANK
<br />4" DIAMANHOLE
<br />MIN 20� DIA.
<br />MIN.
<br />T A LIOU15 LEVEL
<br />- SCUM
<br />C
<br />-3' MIN. 1 Ota
<br />6-
<br />D
<br />L I
<br />i
<br />--- --- SLUDG - -- - - -I-------
<br />SEPTIC TANK DETAILS
<br />PIGGY BACK PLUG IN WEATHER -ALARM WIRE
<br />• PROOF ENCLOSURE -OR LOCATE - MANHOLE COVER SECURE
<br />IN HOUSE BASEMENT yy�__
<br />POWER SUPPLY -- -"fl ',IETOO PPREVENT UNAUTHORI7 - -
<br />COMPRPOW'ER CORD
<br />OL 24' MANHOLE - T
<br />4 [SEPT FROM ------- --- - -- UNION
<br />- QUICK DIS. CT
<br />L TANK ALARM FLOAT ON SEPARATE FITTING
<br />NOTE= BOTTOM OF TRENCH MUST ELECTRICAL CIRCUIT - I3
<br />x 4S4
<br />1 \
<br />BE FLAT ALONG ENTIRE LENGTH C _ -
<br />� RESERVE CAPATY \
<br />�
<br />i AFTER A, ARV SOUNDS I TOSO
<br />i za SS�s fl t 9 r
<br />AWL Ii'.' x954'
<br />3-0" MINIMUM ) STAPT LEVEL L - 'q,z WSPHo '
<br />3 FOR
<br />f - - - - - - - - -� p!_FlPHD
<br />kv
<br />tiH -'j�F LEVEL - ~I 13E 117
<br />OA - ',',. • '
<br />-- – r� '+RE_T0.4REiaTMENr – – ti
<br />1 --REA is, FR 3j - - --_- i )(05
<br />2' 'g.. MINIMUM DEPTH PROpF - q t , ' -
<br />J
<br />_
<br />Or
<br />..
<br />WATER TABLE CAPACITY
<br />AT LEAST ?5 GALLONS
<br />PUMPING STATION ETAfLS - _ _ 9 - 60
<br />TRENCH DETAIL ,
<br />4DIAMETER INSPECTION
<br />2 WELLS WITH CAP
<br />I �
<br />1
<br />' l
<br />op SOIL TREATMENT \,
<br />{, _. - FACILITY.
<br />THIS ON-SITE- SANITARY SEWER_ DESIGN HA_S-_BEEN -BASEQ
<br />SOLELY ON _ DRAINFIELD _LOCATIONS,_SUBSURFACE SOIL Ia I ?4
<br />DISTR_IBUTJON
<br />PROFILES,_.PERCOLATION RESULTS, -AND --WATER .TABLE DROP eQxEs.
<br />;. , PS 7,139.
<br />LOGAT IONS_ P.RO-V.ID_ED BY.. MICHEAL O _DONNELL,P,E. Z-75'0o'cI,,' Q PUMP
<br />' °--- - 3 r- /94.1 (600GAL./HR.
<br />CONSULTING- ENGINF-ERS..DATED_.1-21_-9-/_1 9.8.3- 2> zs2.9�
<br />Pc> CAPACITY)
<br />'� ' f ' E I - - _
<br />SUGGESTED DIMENSIONS OF
<br />CIRCULAR DROP BOX
<br />CONSTRUCTED OF CONCRETE
<br />NOTE: ALL OPENINGS ARE CAST
<br />AS KNOCKOUTS AND ARE
<br />6" DIAMETER OUTSIDE
<br />TAPERED TO 5"
<br />DIAMETER INSIDE
<br />ER
<br />FLOW
<br />OUTLET
<br />TO TRENCH—'
<br />DROP BOX DETAILS
<br />j UBURBJs N
<br />NGINEERING
<br />r r e ry Y _ -- INC. - ff Ww–fff'
<br />© i I
<br />Minneapolis,
<br />Minnesota
<br />I
<br />00
<br />z°I
<br />O II cc
<br />W I
<br />--
<br />W
<br />Q
<br />Q
<br />SEPTIC EFFLUENT DROP BOX
<br />OUTLET TO NOTES
<br />TRENCH
<br />I. –BALL PIPES OTHER THAN PRESSURE PIPE SHOULD
<br />'BE AT LEAST 4 - INCH DIAMETER.
<br />SUPPLY LINE 2 j ELEVATION OF INLET ANC SUPPLY LINE TO
<br />TO NEXT + NEXT DROP BOX MAY BE ADJUSTED uP OR
<br />DROP BOX DOWN FOR DESIRED EFFLUENT LEVEL IN
<br />_ TRENCH
<br />3 SUGGESTED TRENCH LIQUID LEVEL IS AT
<br />TOP OF OUTLET PIPES
<br />4 INVERT OF PIPE FROM PUMP MUST BE AT
<br />LEAST ONE INCH HIGHER THAN INVERT OF
<br />OUTLET TO SUPPLY PIPE TO NEXT DROP BOX
<br />TRENCH TRENCHES MAY OUTLET ONE SIDE OR
<br />BOTH SIDES OF DROP BOX
<br />SUPPLY
<br />2„ LINE -SUPPLY
<br />OUTLETS
<br />TO TRENCH I L TRENCH
<br />TO
<br />I I/2" OR 2" PLASTIC
<br />PIPE FROM PUMP
<br />— I
<br />I
<br />W
<br />z
<br />3
<br />O
<br />ASPLUND CUSTOM
<br />HOMES CORPORATION
<br />Sf4vS c r
<br />pT=vS
<br />6f 7
<br />WELL SEPTIC TANK(1500 GAL.)
<br />L pr= qua` / ALTERNATE TREATMENT FACILITY
<br />e+617. Qa -
<br />1 ,�~ NOTE; MIN. SETBACK F OM _
<br />SEPTIC TANK T SEI
<br />r ,wig // I I_, T IS IO,FT.jeA
<br />IAJ
<br />}
<br />y r " P'
<br />T l` Cco i %O�a�V 1000 r,
<br />10
<br />T
<br />- _ . - —I , � • ',� off' ConlsTlallcJ �,oery 3�:e-ivls
<br />Fr/TN �XC4V�rl"_'4 /EiATFr–/4[ /SZOM
<br />1 - _S
<br />o I 6. 43',41 4Z ' t qd W.4y. M»pv�,anv xirz/;,.G I
<br />9.83 �eLainrstFB i�•v7rE¢iv -
<br />4
<br />1. ZAG7YO j
<br />- - - -- +- - - - - Mo.
<br />t
<br />It
<br />•YO%`• �:S�ic+ 1 -Ty,-'% �eOviUc=� �ii©SPO ./NSr/�LL .�S'tF !B`GM..? 1 n
<br />Z' �csG¢E4.OT-C 5.+�co�- j! M% t�No SEc7;�o•vs KEMOVG .EivsT�•v4
<br />Alo CITY F
<br />//Vvy✓=/o/s 4n O ORONO
<br />3c Cy %yipN'L'✓P�9�c/lwvoPr�.£c) SITE PLAN A` GR4&IIW PLAN
<br />a�M ��o �E ,,:,, w.;=,rERL E; ❑ APPROVED Ie pn C
<br />,r9PPROVED WITH EVISIONS
<br />❑ DI PR ED
<br />BY
<br />DATE- la loop up
<br />0 COPY
<br />PAINTERS CREEK
<br />f
<br />W
<br />W
<br />ul
<br />Illi
<br />ON-SITE SANITARY SEWER
<br />TO SERVE LOT 8 BLOCK 1
<br />i
<br />1 SCAL E J
<br />+r
<br />DIMENSIONS
<br />DIA
<br />4 FT MIN MUM INSIDE
<br />DIAMETER
<br />A
<br />0.2 D
<br />D
<br />0.79 DIAMETER
<br />1
<br />I
<br />B
<br />6 IN MINIMUM 0.2 D MAXIMUM
<br />L
<br />2 TO 3 TIMES THE
<br />DIAMETER
<br />C
<br />0.35 D TO NEAREST INCH
<br />SEPTIC TANK DETAILS
<br />PIGGY BACK PLUG IN WEATHER -ALARM WIRE
<br />• PROOF ENCLOSURE -OR LOCATE - MANHOLE COVER SECURE
<br />IN HOUSE BASEMENT yy�__
<br />POWER SUPPLY -- -"fl ',IETOO PPREVENT UNAUTHORI7 - -
<br />COMPRPOW'ER CORD
<br />OL 24' MANHOLE - T
<br />4 [SEPT FROM ------- --- - -- UNION
<br />- QUICK DIS. CT
<br />L TANK ALARM FLOAT ON SEPARATE FITTING
<br />NOTE= BOTTOM OF TRENCH MUST ELECTRICAL CIRCUIT - I3
<br />x 4S4
<br />1 \
<br />BE FLAT ALONG ENTIRE LENGTH C _ -
<br />� RESERVE CAPATY \
<br />�
<br />i AFTER A, ARV SOUNDS I TOSO
<br />i za SS�s fl t 9 r
<br />AWL Ii'.' x954'
<br />3-0" MINIMUM ) STAPT LEVEL L - 'q,z WSPHo '
<br />3 FOR
<br />f - - - - - - - - -� p!_FlPHD
<br />kv
<br />tiH -'j�F LEVEL - ~I 13E 117
<br />OA - ',',. • '
<br />-- – r� '+RE_T0.4REiaTMENr – – ti
<br />1 --REA is, FR 3j - - --_- i )(05
<br />2' 'g.. MINIMUM DEPTH PROpF - q t , ' -
<br />J
<br />_
<br />Or
<br />..
<br />WATER TABLE CAPACITY
<br />AT LEAST ?5 GALLONS
<br />PUMPING STATION ETAfLS - _ _ 9 - 60
<br />TRENCH DETAIL ,
<br />4DIAMETER INSPECTION
<br />2 WELLS WITH CAP
<br />I �
<br />1
<br />' l
<br />op SOIL TREATMENT \,
<br />{, _. - FACILITY.
<br />THIS ON-SITE- SANITARY SEWER_ DESIGN HA_S-_BEEN -BASEQ
<br />SOLELY ON _ DRAINFIELD _LOCATIONS,_SUBSURFACE SOIL Ia I ?4
<br />DISTR_IBUTJON
<br />PROFILES,_.PERCOLATION RESULTS, -AND --WATER .TABLE DROP eQxEs.
<br />;. , PS 7,139.
<br />LOGAT IONS_ P.RO-V.ID_ED BY.. MICHEAL O _DONNELL,P,E. Z-75'0o'cI,,' Q PUMP
<br />' °--- - 3 r- /94.1 (600GAL./HR.
<br />CONSULTING- ENGINF-ERS..DATED_.1-21_-9-/_1 9.8.3- 2> zs2.9�
<br />Pc> CAPACITY)
<br />'� ' f ' E I - - _
<br />SUGGESTED DIMENSIONS OF
<br />CIRCULAR DROP BOX
<br />CONSTRUCTED OF CONCRETE
<br />NOTE: ALL OPENINGS ARE CAST
<br />AS KNOCKOUTS AND ARE
<br />6" DIAMETER OUTSIDE
<br />TAPERED TO 5"
<br />DIAMETER INSIDE
<br />ER
<br />FLOW
<br />OUTLET
<br />TO TRENCH—'
<br />DROP BOX DETAILS
<br />j UBURBJs N
<br />NGINEERING
<br />r r e ry Y _ -- INC. - ff Ww–fff'
<br />© i I
<br />Minneapolis,
<br />Minnesota
<br />I
<br />00
<br />z°I
<br />O II cc
<br />W I
<br />--
<br />W
<br />Q
<br />Q
<br />SEPTIC EFFLUENT DROP BOX
<br />OUTLET TO NOTES
<br />TRENCH
<br />I. –BALL PIPES OTHER THAN PRESSURE PIPE SHOULD
<br />'BE AT LEAST 4 - INCH DIAMETER.
<br />SUPPLY LINE 2 j ELEVATION OF INLET ANC SUPPLY LINE TO
<br />TO NEXT + NEXT DROP BOX MAY BE ADJUSTED uP OR
<br />DROP BOX DOWN FOR DESIRED EFFLUENT LEVEL IN
<br />_ TRENCH
<br />3 SUGGESTED TRENCH LIQUID LEVEL IS AT
<br />TOP OF OUTLET PIPES
<br />4 INVERT OF PIPE FROM PUMP MUST BE AT
<br />LEAST ONE INCH HIGHER THAN INVERT OF
<br />OUTLET TO SUPPLY PIPE TO NEXT DROP BOX
<br />TRENCH TRENCHES MAY OUTLET ONE SIDE OR
<br />BOTH SIDES OF DROP BOX
<br />SUPPLY
<br />2„ LINE -SUPPLY
<br />OUTLETS
<br />TO TRENCH I L TRENCH
<br />TO
<br />I I/2" OR 2" PLASTIC
<br />PIPE FROM PUMP
<br />— I
<br />I
<br />W
<br />z
<br />3
<br />O
<br />ASPLUND CUSTOM
<br />HOMES CORPORATION
<br />Sf4vS c r
<br />pT=vS
<br />6f 7
<br />WELL SEPTIC TANK(1500 GAL.)
<br />L pr= qua` / ALTERNATE TREATMENT FACILITY
<br />e+617. Qa -
<br />1 ,�~ NOTE; MIN. SETBACK F OM _
<br />SEPTIC TANK T SEI
<br />r ,wig // I I_, T IS IO,FT.jeA
<br />IAJ
<br />}
<br />y r " P'
<br />T l` Cco i %O�a�V 1000 r,
<br />10
<br />T
<br />- _ . - —I , � • ',� off' ConlsTlallcJ �,oery 3�:e-ivls
<br />Fr/TN �XC4V�rl"_'4 /EiATFr–/4[ /SZOM
<br />1 - _S
<br />o I 6. 43',41 4Z ' t qd W.4y. M»pv�,anv xirz/;,.G I
<br />9.83 �eLainrstFB i�•v7rE¢iv -
<br />4
<br />1. ZAG7YO j
<br />- - - -- +- - - - - Mo.
<br />t
<br />It
<br />•YO%`• �:S�ic+ 1 -Ty,-'% �eOviUc=� �ii©SPO ./NSr/�LL .�S'tF !B`GM..? 1 n
<br />Z' �csG¢E4.OT-C 5.+�co�- j! M% t�No SEc7;�o•vs KEMOVG .EivsT�•v4
<br />Alo CITY F
<br />//Vvy✓=/o/s 4n O ORONO
<br />3c Cy %yipN'L'✓P�9�c/lwvoPr�.£c) SITE PLAN A` GR4&IIW PLAN
<br />a�M ��o �E ,,:,, w.;=,rERL E; ❑ APPROVED Ie pn C
<br />,r9PPROVED WITH EVISIONS
<br />❑ DI PR ED
<br />BY
<br />DATE- la loop up
<br />0 COPY
<br />PAINTERS CREEK
<br />f
<br />W
<br />W
<br />ul
<br />Illi
<br />ON-SITE SANITARY SEWER
<br />TO SERVE LOT 8 BLOCK 1
<br />i
<br />1 SCAL E J
<br />+r
<br />
|