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HomeMy WebLinkAboutSeptic Design Repair 1990TOP 0%� gFtOUND EL .` �y b c 4"[pST IRQN PWE IOR COUdL,) MIN Po TCR 1/4 PER FT • CONCRETE COVERS 20 FT A1IN 4� SCR 40 P,Y[ PIPE MIN PI rCR I/8 PER FT 10• �L-IJI EL =IJ: EL' I_^ MW 14 LEVOEL EI - i_ , � DIST EL-_ - BOX ffilsr/NG PUMP /Ooo GALLON CHAMBER ]/4..- I V2" SEPTIC TANK aSRED STONE ALARM ON EL � I"- E - 17 0O SAND CONEPETE z" LAYER OF GONERS I/g"_ I/2�� WASHED MssPn STONE Y S p D p l ( 1 I�t �^( —1-� D o e o o _� 0 0 d � o / o � l' D 0 � D >' 2 - f%hlE,eATianJ C////AIB�S u .Tr �. FT. s7o.� DUMP ON L _� S Pl1MP OFF El f0•S 7, r"^.1P� ALARM TO BE ON SE PERATE CIRCUITS P tii ]Rh+ TC BE BOTH AUDIO B VISUAL. SEWAGE DISPOSAL SYSTEM PROFILE NOT Rl SCALE I?s _.- - - �-- ♦ f,a•i, 6°yfl� p�,,r e I Ip1 / �, `' /�� \\ o ,�� . wk�. �'� iqt\ -a; _ 7 Ar'lt' Maf�^>re r{F 'r�.F a -A.. J,yp�� pF ryg plMJ llY F2c r+ v..+PFA'. � �= A h O/4' Io'A2c.�-+� LF®c,✓�„^r f+Fc« <;r•x �^ I /. L'fJ�G.0 £ x,... e'�k s✓at�. x.v >.iyrr tx-_��in'I', pv„p srxr�.�,..wr,iw 1 CEr.T,/x Co�pi i.Iw<P' Tv as p'c..-J �: BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE EL = OBSERVED WATER TABLE ( 6 / 3 /93) EL= �, E Pfl 1 R o F/ Ii�E� Sysr�rrl i1 v IY y �a Sla 3� �\ 9��,.t,'`r �� � �1%' �xxm� +Y_� / 'g v P> � / /',,�,1 t. �i b° 6 i , il' � ,: ye ,�� 'e _. h1� / �66, II 2� SOIL TEST SOIL TEST G PATE OF N �S,oJ �� WITNESSED BY ' � a YIN. INCH psm,.f.D PERCOLATION RATE OBSERVATION HOLE I OBSERVATION HOLE 2 L ELEV.° 1_s.9- °i�5 ELEv ° _ �4' 7 eT.3 ��` �. I� � z' �,{ — N,� �i L, "''� � ClP I / M� rL _ ru.y "E� '' !l'e�^ 4-4- �i Iz�e�, 1.7 waTER AT G•� � EL.= �'%L wATEq AT G-S � EL.° 8. 9 EL= �� � ' DESIGN CALCULATIONS NUMBER OF BEDROOMS 3 WELL SD�"� ZSZ GARBAGE Df3POSAL UNIT � /E .p ZONE � TOTAL ESTIMATHD FLOW ��,� GAL 1pAY INDE% If6, j ( //o GAL./BR /DAY ■ 3 BR.1 ADJUSTMEN' b•Z REQUIRED SEPTIC TANK CAPACITY 495" QAL. ACTuaL SIZE OF SEPTIC TANK r Oo O 6AL. i � LEACHING AREA REQUIREMENTS 8 y SIDEWALL AREA � GAL./S-F BOTTOM AREA /,D GAL./S.F f` � LE'ACHINO CAPACITY (BOTTOM• SIDEWALL I 7DYJ GAL- C7,SX3nir(4artiSx,.Sx2s LEGEND RESERVE LEACHING CAPACITY �QG GAL ExISTING SPOT ELEVATION O'OA E%ISTING CONTOUR - - - - 00- -- - FINAL SPOT ELEVATION FINAL CONTOUR � - SOIL TEST LOCATION UTILITY POLE '-0" TOWN WATER=W�!�=W CATCH BasiN r 0 NOTES I ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO QE.P. TITLE 5 �t;c^, ,:-;£ %uwr�i ixi ,i�i,:.if.�u� N RULES IND REGULATIONS FOR THE 3UBSURFAC£ DISPOSAL OIF SEWAGE. 2. ALL COVERS 70 SANITARY UNIT9 SHALL BE BROUGHT TO WITHIN 12�� OF FINISHED GRADE. 3. ExISTING AND FINAL GRADES SHALL REYAM ESSENTWLLY THE SAME.. a ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAFaEILE of WITHSTANDING H- 10 LpADING UNLESS THEY AAE UNDER OR WITHIN 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADINB SHALL BE USED UNDER Oq WITHIN 10 FT OF DRIVES OR PARRQIIQ 5 ANY MASONAgV UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. G NO OETERMIN4710N HAS BEEN MADE AS iJ COYPLIAµCE WITH DEEDED OR ZONMG REGULATIONS. OWNER /APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM A�ROPRIATE AUTHORITY. APPR VED BOARD HEALTH 7 L DA 4GENT ►RO.I[CF LDCATIOM. - �o o m,�/ ,� �,�� 4►rLICANT: �1�E Z L K / P9 nJ AIICO E�I'II;[I�t11E�T,1L CO�SULT�I�TTS ►,o. to: tls, tMlt OCMIIt, Ia1 O'tUt 7/!_ur sC►LG � „ ME = 3 p ' G - �o - 93 REM. AEY. a ° _ �} _ ��,. LOCATION Mnp ,a ,p ©"°�- � � �� SHEET 1 pF 1