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HomeMy WebLinkAbout1986 Site Plan and Septic PlanSEPTIC TANK I I I I I�^f I _ –I INTERCEPTOR OR CURTAIN 1 110' MIN. _ DRAIN TO REMOVE EXCESS —1 SOIL WATER, INSTALL AT A 5 DEPTH.OW Tb WI i:j7," 8 jr r&tgtFArW NOTE. TOP OF TRENCH AT SAME ELEVATION AS APPROXIMATE ORIGINAL GROUND SURFACE. 53 (TYP) (TYP) ~r"'PDX SLOFE �- TYPICAL TRENCH (SEE DETAIL) SCALE 1= 6 _OSSA_ECT_ION..-OF-SOIL-,_TREATMENT_r_FACILITY STANDARD CONCRETE DROP BOX (SEE DETAIL) EFFLUENT FROM SEPTIC TANK 4` WATER -TIGHT - — __-- PIPES. NOTE: BOTTOM OF TRENCH MUST BE FLAT ALONG ENTIRE LENGTH 12-&o_o s 6-c'WWI" /,T LE,4ST 4 1/2r OF UNDISTURBED EARTH 1 .d — 4 DISTRIBUTION PIPE I SCA LE: 1 =10 PLAN VIEW Of SOIL. TREATMENT-FAC-ILITY �'oeTE STANDARD DROP BOX 4 FT MIN MUM INSIDE "0 1986 ) - f41 ,NfC BY I K.R.R. I -OUTLET _ DRAWN gY--- i DEPTH, D TRENCH I ------- CHECKED RY- I I ALL PIPES SHOULD BE AT LEAST 'MEET FROM RCIJfCT FlitNO 4- NCH DIAMETER. SEPTIC TANK OR PREVIOUS 0.4 D 2 ELEVATION OF INLET AND SUPPLY DROP BOX-, SUPPLY LINE LINE TO NEXT DROP BOX MAS BE ADJUSTED UP OR DOWN FOR DESIRED TC NEXT EFFLUENT LEVELIN TRENCH DROP BOX THE CENTER LINE OF THE INSPECTION PIPES 6. HORIZONTAL CYLINDRICAL TANKS DIMENSION 3 SUGGESTED TRENCH LIQUID LEVEL SHALL BE THE SAME AS THE CENTER LINE OF I5 0.15D AND DIMENSION C IS 0.35D. S AT TCP OF OUTLET PIPE THE BAFFLE OPENIMCS OR SANITARY TEES_— 4 NVER' OF INLET MUST BE AT LEAST ONE INCH HIGHER THAN INVERT OF ' SUPPLY PIPE TO NEXT DROP BOX OUTLET TO 5 TRENCHES MAY OUTLET ONE SIDE OR TRENCH BOTH SIDES OF DROP BOX +1 INLET '- _� IN SUPPLY 1-:. ,.�E �..�J SUPPLY -LL_ 1 ...- LINE -OUTLETS `OUTLET TO TO TRENCH — TRENCH �'oeTE WIDTH W 24' MINIMUM 4 FT MIN MUM INSIDE OCT 16, 1986 ) - f41 ,NfC BY I K.R.R. 60" MINIMUM _ DRAWN gY--- i DEPTH, D K.R.R. I ------- CHECKED RY- I W.E.J. B RCIJfCT FlitNO N86434 C 0.4 D RT I F v H 4 T T HI$ P ♦N, ;PE CI F I- A i N U R E AS P u[ P A R E B Y M E ;✓R N; F R MY ()i RE C T SI:P E R V'S vN A'v T HA T AM A PUlt PE (,,STf RFL 11-1 ESS '.; '`A.- ENG -^EFR UE p TH J. A IN OF T H �L T E GF M,•,,tiF S;. T 4 —�.f:ATE / PF:, N0 4z C _ 16" _ PROPOSED GROUND SURFACE - ,--GRASS COVER 12 -181 LOAM SOIL BACKFILL DYER DRAINFIELD ,/—ORIGINAL GROUND SURFACE Z MIN. ROCK COVER O - - 4 DIA. RIGID PERFORATED PLASTIC PIPE. 6 MIN. G F CLEAN /4 TO 2-1/2"DIA. 3 VERTICAL SIDEWALL SEPTIC TANK FINISHED G ` DE AT LEAST 6" TO 12 SOI COVER AT LEAST I„ 4" DIA. 4" DIA—, MIN SAT LEAST I" AT LEAST 1" F — J A B —i. i -1 --AT LEAST 3" DIMENSIONS FOR TANKS iTH VERTICAL SIDES WIDTH W 24' MINIMUM 4 FT MIN MUM INSIDE LENGTH,L 2 TO 3 TIMES HE WIDTH DIAMETER 60" MINIMUM 0.79 DIAMETER 1 DEPTH, D 30' MINIMUM; MAXIMUM A 02 0 DIAMETER B 6" MINIMUM; O D MAXIMUM C 0.4 D A I. MIN 1 C 1AIMFOED HORIZONTAL CYLINDRICAL SEPTIC TANK 4" DIAMANHOLE MIN 20� DIA. MIN. T A LIOU15 LEVEL - SCUM C -3' MIN. 1 Ota 6- D L I i --- --- SLUDG - -- - - -I------- DIMENSIONS DIA 4 FT MIN MUM INSIDE �----- AT LEAST 4 FEE------� L 0.2 D ISANITARY TEES Al Lt Sl 0 LhLWES IN DIAMETER 6. LE COVE" S.'..L_ _. w 0.79 DIAMETER 1 I MAY BE CSI!" IR PACE OF BAFFLES. INCHES BUT NC CLOSER THAN 6 INCHES 6 IN MINIMUM 0.2 D MAXIMUM L THERE SHALL BE ONE OR MORE lVINMOLES. 20" FINISHED GRADE .W COVERED WITH AT DIAMETER C LEAST )IMENSInN AND LOCATED WITHIN 6 FEET -ST 6 INCHES OF EARTd. If OF ALL TANK WALLS. S. ARATION DISTANCE BETWEEN END OF INLET Ati rVS*PECTION PIPE OF AT LEAST 6 INCHES PE AND 9EAREST POINT ON BAFFLE SHALL BE DIAMETER (M A MANHOLE SHALL BE LOCATED LESS tMAN 6 INCHES OR NO MORE THAN 12 OVER BOTH THE INLET AND OUTLET DEVICES. MES. ' THE CENTER LINE OF THE INSPECTION PIPES 6. HORIZONTAL CYLINDRICAL TANKS DIMENSION SHALL BE THE SAME AS THE CENTER LINE OF I5 0.15D AND DIMENSION C IS 0.35D. THE BAFFLE OPENIMCS OR SANITARY TEES_— 1AIMFOED HORIZONTAL CYLINDRICAL SEPTIC TANK 4" DIAMANHOLE MIN 20� DIA. MIN. T A LIOU15 LEVEL - SCUM C -3' MIN. 1 Ota 6- D L I i --- --- SLUDG - -- - - -I------- SEPTIC TANK DETAILS PIGGY BACK PLUG IN WEATHER -ALARM WIRE • PROOF ENCLOSURE -OR LOCATE - MANHOLE COVER SECURE IN HOUSE BASEMENT yy�__ POWER SUPPLY -- -"fl ',IETOO PPREVENT UNAUTHORI7 - - COMPRPOW'ER CORD OL 24' MANHOLE - T 4 [SEPT FROM ------- --- - -- UNION - QUICK DIS. CT L TANK ALARM FLOAT ON SEPARATE FITTING NOTE= BOTTOM OF TRENCH MUST ELECTRICAL CIRCUIT - I3 x 4S4 1 \ BE FLAT ALONG ENTIRE LENGTH C _ - � RESERVE CAPATY \ � i AFTER A, ARV SOUNDS I TOSO i za SS�s fl t 9 r AWL Ii'.' x954' 3-0" MINIMUM ) STAPT LEVEL L - 'q,z WSPHo ' 3 FOR f - - - - - - - - -� p!_FlPHD kv tiH -'j�F LEVEL - ~I 13E 117 OA - ',',. • ' -- – r� '+RE_T0.4REiaTMENr – – ti 1 --REA is, FR 3j - - --_- i )(05 2' 'g.. MINIMUM DEPTH PROpF - q t , ' - J _ Or .. WATER TABLE CAPACITY AT LEAST ?5 GALLONS PUMPING STATION ETAfLS - _ _ 9 - 60 TRENCH DETAIL , 4DIAMETER INSPECTION 2 WELLS WITH CAP I � 1 ' l op SOIL TREATMENT \, {, _. - FACILITY. THIS ON-SITE- SANITARY SEWER_ DESIGN HA_S-_BEEN -BASEQ SOLELY ON _ DRAINFIELD _LOCATIONS,_SUBSURFACE SOIL Ia I ?4 DISTR_IBUTJON PROFILES,_.PERCOLATION RESULTS, -AND --WATER .TABLE DROP eQxEs. ;. , PS 7,139. LOGAT IONS_ P.RO-V.ID_ED BY.. MICHEAL O _DONNELL,P,E. Z-75'0o'cI,,' Q PUMP ' °--- - 3 r- /94.1 (600GAL./HR. CONSULTING- ENGINF-ERS..DATED_.1-21_-9-/_1 9.8.3- 2> zs2.9� Pc> CAPACITY) '� ' f ' E I - - _ SUGGESTED DIMENSIONS OF CIRCULAR DROP BOX CONSTRUCTED OF CONCRETE NOTE: ALL OPENINGS ARE CAST AS KNOCKOUTS AND ARE 6" DIAMETER OUTSIDE TAPERED TO 5" DIAMETER INSIDE ER FLOW OUTLET TO TRENCH—' DROP BOX DETAILS j UBURBJs N NGINEERING r r e ry Y _ -- INC. - ff Ww–fff' © i I Minneapolis, Minnesota I 00 z°I O II cc W I -- W Q Q SEPTIC EFFLUENT DROP BOX OUTLET TO NOTES TRENCH I. –BALL PIPES OTHER THAN PRESSURE PIPE SHOULD 'BE AT LEAST 4 - INCH DIAMETER. SUPPLY LINE 2 j ELEVATION OF INLET ANC SUPPLY LINE TO TO NEXT + NEXT DROP BOX MAY BE ADJUSTED uP OR DROP BOX DOWN FOR DESIRED EFFLUENT LEVEL IN _ TRENCH 3 SUGGESTED TRENCH LIQUID LEVEL IS AT TOP OF OUTLET PIPES 4 INVERT OF PIPE FROM PUMP MUST BE AT LEAST ONE INCH HIGHER THAN INVERT OF OUTLET TO SUPPLY PIPE TO NEXT DROP BOX TRENCH TRENCHES MAY OUTLET ONE SIDE OR BOTH SIDES OF DROP BOX SUPPLY 2„ LINE -SUPPLY OUTLETS TO TRENCH I L TRENCH TO I I/2" OR 2" PLASTIC PIPE FROM PUMP — I I W z 3 O ASPLUND CUSTOM HOMES CORPORATION Sf4vS c r pT=vS 6f 7 ­ WELL SEPTIC TANK(1500 GAL.) L pr= qua` / ALTERNATE TREATMENT FACILITY e+617. Qa - 1 ,�~ NOTE; MIN. SETBACK F OM _ SEPTIC TANK T SEI r ,wig // I I_, T IS IO,FT.jeA IAJ } y r " P' T l` Cco i %O�a�V 1000 r, 10 T - _ . - —I , � • ',� off' ConlsTlallcJ �,oery 3�:e-ivls Fr/TN �XC4V�rl"_'4 /EiATFr–/4[ /SZOM 1 - _S o I 6. 43',41 4Z ' t qd W.4y. M»pv�,anv xirz/;,.G I 9.83 �eLainrstFB i�•v7rE¢iv - 4 1. ZAG7YO j - - - -- +- - - - - Mo. t It •YO%`• �:S�ic+ 1 -Ty,-'% �eOviUc=� �ii©SPO ./NSr/�LL .�S'tF !B`GM..? 1 n Z' �csG¢E4.OT-C 5.+�co�- j! M% t�No SEc7;�o•vs KEMOVG .EivsT�•v4 Alo CITY F //Vvy✓=/o/s 4n O ORONO 3c Cy %yipN'L'✓P�9�c/lwvoPr�.£c) SITE PLAN A` GR4&IIW PLAN a�M ��o �E ,,:,, w.;=,rERL E; ❑ APPROVED Ie pn C ,r9PPROVED WITH EVISIONS ❑ DI PR ED BY DATE- la loop up 0 COPY PAINTERS CREEK f W W ul Illi ON-SITE SANITARY SEWER TO SERVE LOT 8 BLOCK 1 i 1 SCAL E J +r DIMENSIONS DIA 4 FT MIN MUM INSIDE DIAMETER A 0.2 D D 0.79 DIAMETER 1 I B 6 IN MINIMUM 0.2 D MAXIMUM L 2 TO 3 TIMES THE DIAMETER C 0.35 D TO NEAREST INCH SEPTIC TANK DETAILS PIGGY BACK PLUG IN WEATHER -ALARM WIRE • PROOF ENCLOSURE -OR LOCATE - MANHOLE COVER SECURE IN HOUSE BASEMENT yy�__ POWER SUPPLY -- -"fl ',IETOO PPREVENT UNAUTHORI7 - - COMPRPOW'ER CORD OL 24' MANHOLE - T 4 [SEPT FROM ------- --- - -- UNION - QUICK DIS. CT L TANK ALARM FLOAT ON SEPARATE FITTING NOTE= BOTTOM OF TRENCH MUST ELECTRICAL CIRCUIT - I3 x 4S4 1 \ BE FLAT ALONG ENTIRE LENGTH C _ - � RESERVE CAPATY \ � i AFTER A, ARV SOUNDS I TOSO i za SS�s fl t 9 r AWL Ii'.' x954' 3-0" MINIMUM ) STAPT LEVEL L - 'q,z WSPHo ' 3 FOR f - - - - - - - - -� p!_FlPHD kv tiH -'j�F LEVEL - ~I 13E 117 OA - ',',. • ' -- – r� '+RE_T0.4REiaTMENr – – ti 1 --REA is, FR 3j - - --_- i )(05 2' 'g.. MINIMUM DEPTH PROpF - q t , ' - J _ Or .. WATER TABLE CAPACITY AT LEAST ?5 GALLONS PUMPING STATION ETAfLS - _ _ 9 - 60 TRENCH DETAIL , 4DIAMETER INSPECTION 2 WELLS WITH CAP I � 1 ' l op SOIL TREATMENT \, {, _. - FACILITY. THIS ON-SITE- SANITARY SEWER_ DESIGN HA_S-_BEEN -BASEQ SOLELY ON _ DRAINFIELD _LOCATIONS,_SUBSURFACE SOIL Ia I ?4 DISTR_IBUTJON PROFILES,_.PERCOLATION RESULTS, -AND --WATER .TABLE DROP eQxEs. ;. , PS 7,139. LOGAT IONS_ P.RO-V.ID_ED BY.. MICHEAL O _DONNELL,P,E. Z-75'0o'cI,,' Q PUMP ' °--- - 3 r- /94.1 (600GAL./HR. CONSULTING- ENGINF-ERS..DATED_.1-21_-9-/_1 9.8.3- 2> zs2.9� Pc> CAPACITY) '� ' f ' E I - - _ SUGGESTED DIMENSIONS OF CIRCULAR DROP BOX CONSTRUCTED OF CONCRETE NOTE: ALL OPENINGS ARE CAST AS KNOCKOUTS AND ARE 6" DIAMETER OUTSIDE TAPERED TO 5" DIAMETER INSIDE ER FLOW OUTLET TO TRENCH—' DROP BOX DETAILS j UBURBJs N NGINEERING r r e ry Y _ -- INC. - ff Ww–fff' © i I Minneapolis, Minnesota I 00 z°I O II cc W I -- W Q Q SEPTIC EFFLUENT DROP BOX OUTLET TO NOTES TRENCH I. –BALL PIPES OTHER THAN PRESSURE PIPE SHOULD 'BE AT LEAST 4 - INCH DIAMETER. SUPPLY LINE 2 j ELEVATION OF INLET ANC SUPPLY LINE TO TO NEXT + NEXT DROP BOX MAY BE ADJUSTED uP OR DROP BOX DOWN FOR DESIRED EFFLUENT LEVEL IN _ TRENCH 3 SUGGESTED TRENCH LIQUID LEVEL IS AT TOP OF OUTLET PIPES 4 INVERT OF PIPE FROM PUMP MUST BE AT LEAST ONE INCH HIGHER THAN INVERT OF OUTLET TO SUPPLY PIPE TO NEXT DROP BOX TRENCH TRENCHES MAY OUTLET ONE SIDE OR BOTH SIDES OF DROP BOX SUPPLY 2„ LINE -SUPPLY OUTLETS TO TRENCH I L TRENCH TO I I/2" OR 2" PLASTIC PIPE FROM PUMP — I I W z 3 O ASPLUND CUSTOM HOMES CORPORATION Sf4vS c r pT=vS 6f 7 ­ WELL SEPTIC TANK(1500 GAL.) L pr= qua` / ALTERNATE TREATMENT FACILITY e+617. Qa - 1 ,�~ NOTE; MIN. SETBACK F OM _ SEPTIC TANK T SEI r ,wig // I I_, T IS IO,FT.jeA IAJ } y r " P' T l` Cco i %O�a�V 1000 r, 10 T - _ . - —I , � • ',� off' ConlsTlallcJ �,oery 3�:e-ivls Fr/TN �XC4V�rl"_'4 /EiATFr–/4[ /SZOM 1 - _S o I 6. 43',41 4Z ' t qd W.4y. M»pv�,anv xirz/;,.G I 9.83 �eLainrstFB i�•v7rE¢iv - 4 1. ZAG7YO j - - - -- +- - - - - Mo. t It •YO%`• �:S�ic+ 1 -Ty,-'% �eOviUc=� �ii©SPO ./NSr/�LL .�S'tF !B`GM..? 1 n Z' �csG¢E4.OT-C 5.+�co�- j! M% t�No SEc7;�o•vs KEMOVG .EivsT�•v4 Alo CITY F //Vvy✓=/o/s 4n O ORONO 3c Cy %yipN'L'✓P�9�c/lwvoPr�.£c) SITE PLAN A` GR4&IIW PLAN a�M ��o �E ,,:,, w.;=,rERL E; ❑ APPROVED Ie pn C ,r9PPROVED WITH EVISIONS ❑ DI PR ED BY DATE- la loop up 0 COPY PAINTERS CREEK f W W ul Illi ON-SITE SANITARY SEWER TO SERVE LOT 8 BLOCK 1 i 1 SCAL E J +r