US1812401A - Septic tank - Google Patents
Septic tank Download PDFInfo
- Publication number
- US1812401A US1812401A US32695628A US1812401A US 1812401 A US1812401 A US 1812401A US 32695628 A US32695628 A US 32695628A US 1812401 A US1812401 A US 1812401A
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- United States
- Prior art keywords
- tank
- inlet
- side wall
- discharge
- wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/28—Anaerobic digestion processes
Definitions
- VTh'e floory ofthe excavation is llaid/with coarse gravel to the-desired thickness, as indicated at er hollow tile or the-like may be mused.
- gi 30 L 1 represents a vertical cross-section of l. one form of tank. constructed to embodymy invention
- Fig. Z represents a transverse cross-section of theconstrnction shown inlig. 1; 'Eig'. is a top planview of another-fiom I of Wall construction ;.and
- FIG. 4i is a side-elevation of partof. the ⁇ wall 1. construction shown in Figf 3. f
- FIG.r 5 is a detailed vertical cross-section .il L0f thronght the discharge conduit.
- the 4inlet is designated 5,leading toa T ⁇ 6 hav-ingr ⁇ the downwardlv directed discharge end r(fandI theupwardly ⁇ extending vent 8.
- v"":Th'e' ⁇ discharge from the tank is provided by the construction shown to the left inFig. 1, and in detail in Fig. 5, and includes thepair otfhollow tile members 9 and l-mounted one on topof thefothenthe tiley member 9 being ⁇ cementedor-plastered to the insideFof--the Wall ot the tank, as indicated in Fig.l 2;
- the tile member 10 fits between two tile members ofthe Awallpi the tanlnand has the open' ing 11 formed therethrough which communix kcates'iv'vith theopenings 12 formed in the tile ⁇ mem-bers atior about the pointof contact.y1 It is ⁇ tobefnoted that-the lower -end 130i the ⁇ 'discharge conduit formed by the pair 'of tiles i.
- natesalsutable,excavationavhich is made at" 9pand; 10 is ,slightly above the lower-end of Q thesite.v of the tank.” This may be ofzany, de Q ,siredsize in accordance with requirements of 45, use.
- a suitablelid or cover 14 is pr-ovidedy and are preferably formed of copper wire netting and are arranged as indicated in Fig. 2
- trenches 16 which may be filled with gravel, cinder, ashes and the like for drain age purposes; and additional trenches radiating therefrom, as indicated at 17, may be provided or made at any time whenever necessary.
- the construction designated 5, 6, 7 and 8 not only forms an inlet, butV also provides a tell-tale vent whereby a measuring rod, stick or the like, the depth of the liquid in andthe condition of the tank may be readily ascertained.
- Figs, i1 and 2 may use the ordinary bricksbuilt in the form of an ideal wall, as illustrated inlFigs. 3. and 4l.
- the bricks 18 are arranged in rows or tiers staggered, each row or tier consisting in alternation of a pair of bricks arranged longitudinally side by'sideas at 19 ⁇ and an end brick 20 extending transversely theref across, the bricks all standing on edge., .
- the bricks 18 are arranged in rows or tiers staggered, each row or tier consisting in alternation of a pair of bricks arranged longitudinally side by'sideas at 19 ⁇ and an end brick 20 extending transversely theref across, the bricks all standing on edge., .
- the tiles 9 andA 10 forming the Ydischarge conduit, y will be vlo-A cated at a point removed rfrom the top ofthe tank, as willbe the openings orapertures 11, 12. In this instance. the lower end of the inlet 7' will also be located at alower point,v
- a septic tank including in combination, a side wall of open construction" made fluid tight on the inside thereof, an inlet leading through one side of said wall and having the end thereof locateda substantial distance from the top of said tank, and a vent and tell-tale connection extending upwardly from said inlet, a discharge conduit secured to the other side of said tank and having the inlet end thereof located in a plane above the plane of the discharge end of the inlet connection, said discharge conduit l having communication near the upper end thereof with the interior of said open side wall, a'lidor cover for said tank, and a plurality of staggered baiiie screens located in the upper portion of said tank, the lower edges of which terminate below the lower ends of said inlet and discharge connections.
- a septic tank construction including in combination, abase or foundation, a side Wall construction open through its interior lbut having its inner face made fluid-tight, a iiuid pervious bedY surrounding said sidewall, an inlet connectionV passing throughl .said side wall and having its discharge end positioned members having an opening communicating with said hollow wall and the lower end of said discharge conduit being located on a plane above the lower end of said inlet.
- a septic tank construction including in combination, a baseV or foundation, a side wall construction open through its-interior but lhaving its inner face made fluid-tight, a fluid pervious bed surrounding said side wall,'an inlet connection passingy through said side Y v wall and having its discharge end positioned Vlhere the tank is deeper than that shownv a substantial distance below the top of the side wall, a discharge conduit provided within said tank on the side opposite said inlet connection, said discharge conduit lincluding a pair of hollow tile members, one positioned on top of the other, the uppermost of said tile members having an opening communicating with said hollow wall and the lower end yor tiers of hollow tile standinglonpend, and
- each row or tier being arranged in staggered relation with' respect to 'the tiles of the next adjacentrow or tier, the bottom of the tank and the inner surface of said side Wall being cemented so as to be fluid-tight, an inlet at one side of said tank passing through said side wall and having its discharge end located at a distance below the top of said tank, a discharge conduit within said tank located opposite said inlet, said discharge conduit including a plurality of hollow tiles arranged in end-to-end relation, the upper tile having communication with the interior of the hollow side wall, and a trench filled with fluid pervious material radiating from said excavation.
- a septic tank including in combination a fluid-tight bottom, a side wall composed of a plurality of rows or tiers of hollow tiles arranged in end-to-end relation with the tiles of each row or tier arranged in broken joint relation to the tiles of the next adjacent row or tier, a fluid-tight surface provided on the inside of said side wall, an inlet extending through said side Wall having its discharge end located a substantial distance from the top of the tank, a discharge conduit having a discharge opening near its top communicating with the interior of said side wall and having its open-receiving end located in a plane above the plane of the discharge end of said inlet.
- a septic tank including in combination a fluid-tight bottom, a side wall composed of a plurality of rows or tiers of hollow tiles arranged in end-to-end relation with the tiles of each row or tier arranged in broken joint relation to the tiles of the next adjacent row or tier, a fluid-tight surface provided on the inside of said wall, an inlet extending through said side wall having its discharge end located a substantial distance from the top of the tank, a discharge conduit having a discharge opening near its top communieating with the interior of said side wall and having its open-receiving end located in a plane above the plane of the discharge end of said inlet, said tank being provided with a tell-tale vent and a plurality of staggered screen baiies in the upper portion thereof.
- a septic tank including in combination, a side wall of open construction made fluid tight on the inside thereof, and having an impervious bottom, an inlet leading through one side of said wall and having the end thereof located a substantial distance from the top of said tank, a discharge conduit secured to the other side of said tank and having the inlet end thereof located in a plane above the plane of the discharge end of the inlet connection, said discharge conduit having communication near the upper end thereof with the interior of said open side wall.
- a septic tank including in combination, a fluid impervious container having a bottom and sides, a plurality of rows of hollow tile placed in end to end relation and surrounding the sides of said container, a bed of loose gravel surrounding the outer wall of said tile, an inlet extending through said wall of the container having its discharge end located a substantial distance from the top of the tank, a discharge conduit having a dis-
Description
Jur'xe 30, 1931. A. w. GOULDING SEPTIC TANK Filed DeC. 19 1928 irq,... nlrL-Illllllrl Patented June 30, l1931 En :OFFICE e fAnBANUs uw Gounnlneaorvfwmron, iNiEwf-JERSEY, .,.fAssrGNfon .or *,-oNEfHALF .mo :4 cnInToN-Rmns ori-NEW YoRK, Nr. Y.
i wSEPTIG TANK Application .,led, December ."Other objects of the invention includelim` provements in detail ofconstructionandar-V 15 rangement of partsfas hereinafteriset forth:
19, :1928. SeralrNm 326,956.
VTh'e floory ofthe excavation is llaid/with coarse gravel to the-desired thickness, as indicated at er hollow tile or the-like may be mused. The tank is built directly upon this floor 2;-a`nd iny the'pr-eferred form includes *a* Apluriality-' oferows or-tiers'l of -hoilow tile 3, standing on end."Each row orV tier ot the'hol- 'low tile 3 is positioned'on top of the' next adjacent rowortienand in staggered orbroken jo'intirelation"thereto, as clearly shown inn 'idFgk2 0fthedrawing.rvr These rowsv ofuhollow` ltilef-are-shown arrangedin t-he torni of a circle' in thedrawinggbut it is to-be under- AStood thatthey maybe-arranged inf='arious r;othei' found-*This "sidewall isbuiltto the Tojthe accomplishment of the `foregoing;z'desiredheijght, as many` rows or tiers of? tile and, such other objects as 'may hereinafter being usedas necessary for this purpose. "The appear; this invention consists in the cone-"space betweenl the :sidewall and the sideo' i @struct-ion, combination and arrangement' of 3g zo; parts,hereillafterv described andsought tobe' L defined in the Aappended claimsg reference be;
.i ing had to the accompanying drawings which 1 [l show Iembodiments of this invention merely I i011 thexpurpose of' illustrative disclosure, it f' 25 being,V expressly understood, how.ever,. that various changes may be made -inj .practice 4lijvithin' thescope of the.claims,"withoutf digg. gressing frommy inventive idea.. In the drawings,
1 gi 30 L 1 represents a vertical cross-section of l. one form of tank. constructed to embodymy invention;
, Fig. Zrepresents a transverse cross-section of theconstrnction shown inlig. 1; 'Eig'. is a top planview of another-fiom I of Wall construction ;.and
`Fig. 4i is a side-elevation of partof. the `wall 1. construction shown in Figf 3. f
"fFig.r 5 is a detailed vertical cross-section .il L0f thronght the discharge conduit.
Referring now; to the drawings, 1 desig- 'f-the' excavation isfiilled Y with a suitable lquanfitityf of-gra'vel,-cinders or'other suitable fluid;k pervious material.
j"'I-h'einside ofthe ivall and the bottom of the tank-are cemented-'or plastered so as tof be Waterjtight, as indicatedat 4.
"The 4inlet is designated 5,leading toa T `6 hav-ingr` the downwardlv directed discharge end r(fandI theupwardly` extending vent 8.
v"":Th'e'` discharge from the tank is provided by the construction shown to the left inFig. 1, and in detail in Fig. 5, and includes thepair otfhollow tile members 9 and l-mounted one on topof thefothenthe tiley member 9 being `cementedor-plastered to the insideFof--the Wall ot the tank, as indicated in Fig.l 2; The tile member 10 fits between two tile members ofthe Awallpi the tanlnand has the open' ing 11 formed therethrough which communix kcates'iv'vith theopenings 12 formed in the tile `mem-bers atior about the pointof contact.y1 It is` tobefnoted that-the lower -end 130i the `'discharge conduit formed by the pair 'of tiles i. natesalsutable,excavationavhich is made at" 9pand; 10 is ,slightly above the lower-end of Q thesite.v of the tank." This may be ofzany, de Q ,siredsize in accordance with requirements of 45, use.
- the` inletmember 7 so that the latter issealed at Lallwtimes.
A suitablelid or cover 14 is pr-ovidedy and are preferably formed of copper wire netting and are arranged as indicated in Fig. 2
vsa
so as to assist in the separation of the material within the tank. Y Y
Extending outwardly from the excavation 1 are trenches 16 which may be filled with gravel, cinder, ashes and the like for drain age purposes; and additional trenches radiating therefrom, as indicated at 17, may be provided or made at any time whenever necessary.
The construction designated 5, 6, 7 and 8 not only forms an inlet, butV also provides a tell-tale vent whereby a measuring rod, stick or the like, the depth of the liquid in andthe condition of the tank may be readily ascertained.
As an alternative form, 'and instead of us'- ing hollow tiles, shown in Figs, i1 and 2, I may use the ordinary bricksbuilt in the form of an ideal wall, as illustrated inlFigs. 3. and 4l. The bricks 18 are arranged in rows or tiers staggered, each row or tier consisting in alternation of a pair of bricks arranged longitudinally side by'sideas at 19` and an end brick 20 extending transversely theref across, the bricks all standing on edge., .The
bricks in the next adjacent tier or row are staggered with respect to the previous .tier
or row, whereby an lopen brick wall isconstructed. The rest of theconstruction will be substantially the same. 1
The operation of the device is simple and obvious from al consideration' of this specification and the drawings. passes into the tank from'the inletconnection 5. the solidm'atter settling to the bottom and the liquid passing through the discharge con,- duit 9, 10, out through the yopenings 11, 12, and thence through the oints into the gravel surrounding the tank and the Y trench or trenches radiating therefrom.
in F ig. 1 of the drawings, the tiles 9 andA 10 forming the Ydischarge conduit, ywill be vlo-A cated at a point removed rfrom the top ofthe tank, as willbe the openings orapertures 11, 12. In this instance. the lower end of the inlet 7' will also be located at alower point,v
y this always being at a vslightly lower level than the lower end of the discharge conduit 9 l0.
It isobvious, therefore, that I have provided a septic tank lwhich maybe made and constructed entirely of standard supplies,in
`cludinghollow tiles or bricks, cement, plaster and the like available at any place, and that due to the simplicity of theconstruction, skilled labor is not necessary for erection.V `An important feature isthe broken joint' construction Yof the Yside wall :ofthe tank, which accomplishes better distribution y of the dischargedfluid outside the tank.
' What I claim is y The. lmaterial 1. A septic tank, including in combination, a side wall of open construction" made fluid tight on the inside thereof, an inlet leading through one side of said wall and having the end thereof locateda substantial distance from the top of said tank, and a vent and tell-tale connection extending upwardly from said inlet, a discharge conduit secured to the other side of said tank and having the inlet end thereof located in a plane above the plane of the discharge end of the inlet connection, said discharge conduit l having communication near the upper end thereof with the interior of said open side wall, a'lidor cover for said tank, and a plurality of staggered baiiie screens located in the upper portion of said tank, the lower edges of which terminate below the lower ends of said inlet and discharge connections.
,2. A septic tank construction, .including in combination, abase or foundation, a side Wall construction open through its interior lbut having its inner face made fluid-tight, a iiuid pervious bedY surrounding said sidewall, an inlet connectionV passing throughl .said side wall and having its discharge end positioned members having an opening communicating with said hollow wall and the lower end of said discharge conduit being located on a plane above the lower end of said inlet. Y
3. A septic tank construction, including in combination, a baseV or foundation, a side wall construction open through its-interior but lhaving its inner face made fluid-tight, a fluid pervious bed surrounding said side wall,'an inlet connection passingy through said side Y v wall and having its discharge end positioned Vlhere the tank is deeper than that shownv a substantial distance below the top of the side wall, a discharge conduit provided within said tank on the side opposite said inlet connection, said discharge conduit lincluding a pair of hollow tile members, one positioned on top of the other, the uppermost of said tile members having an opening communicating with said hollow wall and the lower end yor tiers of hollow tile standinglonpend, and
the'tilesin each row or tier being arranged in staggered relation with' respect to 'the tiles of the next adjacentrow or tier, the bottom of the tank and the inner surface of said side Wall being cemented so as to be fluid-tight, an inlet at one side of said tank passing through said side wall and having its discharge end located at a distance below the top of said tank, a discharge conduit within said tank located opposite said inlet, said discharge conduit including a plurality of hollow tiles arranged in end-to-end relation, the upper tile having communication with the interior of the hollow side wall, and a trench filled with fluid pervious material radiating from said excavation.
5. A septic tank, including in combination a fluid-tight bottom, a side wall composed of a plurality of rows or tiers of hollow tiles arranged in end-to-end relation with the tiles of each row or tier arranged in broken joint relation to the tiles of the next adjacent row or tier, a fluid-tight surface provided on the inside of said side wall, an inlet extending through said side Wall having its discharge end located a substantial distance from the top of the tank, a discharge conduit having a discharge opening near its top communicating with the interior of said side wall and having its open-receiving end located in a plane above the plane of the discharge end of said inlet.
6. A septic tank, including in combination a fluid-tight bottom, a side wall composed of a plurality of rows or tiers of hollow tiles arranged in end-to-end relation with the tiles of each row or tier arranged in broken joint relation to the tiles of the next adjacent row or tier, a fluid-tight surface provided on the inside of said wall, an inlet extending through said side wall having its discharge end located a substantial distance from the top of the tank, a discharge conduit having a discharge opening near its top communieating with the interior of said side wall and having its open-receiving end located in a plane above the plane of the discharge end of said inlet, said tank being provided with a tell-tale vent and a plurality of staggered screen baiies in the upper portion thereof.
7. A septic tank, including in combination, a side wall of open construction made fluid tight on the inside thereof, and having an impervious bottom, an inlet leading through one side of said wall and having the end thereof located a substantial distance from the top of said tank, a discharge conduit secured to the other side of said tank and having the inlet end thereof located in a plane above the plane of the discharge end of the inlet connection, said discharge conduit having communication near the upper end thereof with the interior of said open side wall.
8. A septic tank, including in combination, a fluid impervious container having a bottom and sides, a plurality of rows of hollow tile placed in end to end relation and surrounding the sides of said container, a bed of loose gravel surrounding the outer wall of said tile, an inlet extending through said wall of the container having its discharge end located a substantial distance from the top of the tank, a discharge conduit having a dis-
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US32695628 US1812401A (en) | 1928-12-19 | 1928-12-19 | Septic tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US32695628 US1812401A (en) | 1928-12-19 | 1928-12-19 | Septic tank |
Publications (1)
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US1812401A true US1812401A (en) | 1931-06-30 |
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ID=23274500
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US32695628 Expired - Lifetime US1812401A (en) | 1928-12-19 | 1928-12-19 | Septic tank |
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US (1) | US1812401A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2607727A (en) * | 1947-06-10 | 1952-08-19 | Milton S Butler | Septic tank |
US2805989A (en) * | 1954-06-14 | 1957-09-10 | Louise P Greer | Process and composition for increasing rate of flow in sewage units |
US3104222A (en) * | 1959-02-28 | 1963-09-17 | Max Boehler And Ferdinand Webe | Solvent-water separator tanks for use in cleaning installations |
EP0165067A2 (en) * | 1984-06-15 | 1985-12-18 | Thomas J. Wilhelmson | Sewage treatment system |
US6350374B1 (en) | 2000-01-19 | 2002-02-26 | Jensen Enterprises, Inc. | Stormwater treatment apparatus |
US6638424B2 (en) | 2000-01-19 | 2003-10-28 | Jensen Enterprises | Stormwater treatment apparatus |
US20070068878A1 (en) * | 2000-01-19 | 2007-03-29 | Stever R R | Stormwater treatment apparatus and method |
-
1928
- 1928-12-19 US US32695628 patent/US1812401A/en not_active Expired - Lifetime
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2607727A (en) * | 1947-06-10 | 1952-08-19 | Milton S Butler | Septic tank |
US2805989A (en) * | 1954-06-14 | 1957-09-10 | Louise P Greer | Process and composition for increasing rate of flow in sewage units |
US3104222A (en) * | 1959-02-28 | 1963-09-17 | Max Boehler And Ferdinand Webe | Solvent-water separator tanks for use in cleaning installations |
EP0165067A2 (en) * | 1984-06-15 | 1985-12-18 | Thomas J. Wilhelmson | Sewage treatment system |
EP0165067A3 (en) * | 1984-06-15 | 1987-08-12 | Thomas J. Wilhelmson | Sewage treatment system |
US6350374B1 (en) | 2000-01-19 | 2002-02-26 | Jensen Enterprises, Inc. | Stormwater treatment apparatus |
US6638424B2 (en) | 2000-01-19 | 2003-10-28 | Jensen Enterprises | Stormwater treatment apparatus |
US20040069715A1 (en) * | 2000-01-19 | 2004-04-15 | Stever R. Russell | Stormwater treatment apparatus |
US20040074846A1 (en) * | 2000-01-19 | 2004-04-22 | R. Russell Stever | Stormwater treatment apparatus and method |
US7001527B2 (en) | 2000-01-19 | 2006-02-21 | Jensen Enterprises | Stormwater treatment apparatus and method |
US20070068878A1 (en) * | 2000-01-19 | 2007-03-29 | Stever R R | Stormwater treatment apparatus and method |
US7638065B2 (en) | 2000-01-19 | 2009-12-29 | Jensen Precast | Stormwater treatment apparatus and method |
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