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DOA - 86 Lookout Rd - Septic Designr { jl Y S 2�.--P- FL a ew. CONCRETE 4, FG r 7.0 ANCHOR V CAST IRON PIPE (OR EQUAL MINIMUM ' r6 PITCH 114' PER FT. L i • *!lDEc n1rR r!E �'� MY 77 •� ELEV. a JG.o FLOW LINE/ DISTRIBUTION �y �(L ELEV. „ 13.?3 /6.5 21 STAN ARD . IN 3/6' DRILL $Oi( r 10 STONE W /ilT.7RS FLEV. - t3. i ELEV. . I HOLES BE WATER TESTED 2 3 � L1 fln MATION 2 WELL NlA . (To BE PLACED ON FIRM BASE) SOIL ABSORF'- ZONE- H10 oIEH10 0 314' TO 1 1/2• ' CHECK WASHED STONE TION �` INDEX --- L a,o VALVE SYSTEM (S T.1 AD HIST au0up1pD pipBASE) tiSFDTH _ (TO " L ' cR z � EL �. 1� I , r �f )7� Iohvr r trWYLa 1 r iLtntfR, DEPTH "OIL TEST S.T.%r,av .�•srr r�a�r MO1T. DATE SOIL TEST 1,9198 ,. 7 rl "l Mo rt. A 4' 9 2.' LAYER OF 1/e TO 1/2' SOIF. TES. DONE BY ,[',_ )JNS"U!�' U/ASHED STONE MT WIT D BY -H IL MY'1RI Y -'i.. e e ,p o,K1,I OBSERVATION HOLE S711 ELEV.--/4--d OBSERVATION HOLE sr3 ELEV= /so Z 8 G o • 72 i "r' t CU. FT. OF PERCOLATION RATE 1849 MIN-ANCH AT �� �� INCHES PERCOLATION RATE MLN,/INCH AT IN( a ew. CONCRETE 4, FG r 7.0 ANCHOR V CAST IRON PIPE (OR EQUAL MINIMUM ' r6 PITCH 114' PER FT. L i • *!lDEc n1rR r!E �'� MY 77 •� ELEV. a JG.o FLOW LINE/ DISTRIBUTION �y �(L ELEV. „ 13.?3 /6.5 21 STAN ARD . IN 3/6' DRILL $Oi( r 10 STONE W /ilT.7RS FLEV. - t3. i ELEV. . I HOLES BE WATER TESTED 2 3 � L1 fln MATION 2 WELL NlA . (To BE PLACED ON FIRM BASE) SOIL ABSORF'- ZONE- H10 oIEH10 0 314' TO 1 1/2• ' CHECK WASHED STONE TION �` INDEX --- L a,o VALVE SYSTEM (S T.1 AD HIST au0up1pD pipBASE) tiSFDTH _ (TO " L ' cR z � EL �. 1� I , r �f )7� Iohvr r trWYLa 1 r iLtntfR, DEPTH HORf2 (TUBE COLOR MO1T. 0 ,. Sc,n.Ly /oYR �� )JNS"U!�' Loari,y 2.SY "r' t/ 3G 0 s4�d J-14 nJ:� 1.4-y ' /I _ LOo. m*' s A/c St'r �• �L /P.a= S./CY !. yex @a LCil C •T'- L C 3 .Div <. Yes 9L G/aY i4 L 1541; GALLN PUMP M S MHV 4 s PROSAE-: _ 4.� SEPTIC TANK CHAMBER OBSERVED WATER TABLE• WAM TABLE ELEV. • J2,o /!O WATER ENCOUNTERED AT ELEV. /�C) NO WATER ENCOUNTERED AT I2GELEv. BOT -M (-3 /z f/�s) ELEV - x eaV/X&Z aAE.-SC z,f�no�% I Cr TEST HOLE ELEV. l.o vP�•v r=v2TNt',t >zL<V/Ew sirprrc TANK 1 PUMP CHAMBER DESIGN CALCULATIONS ELEV. AT INVERT INLET - CALCULATIONS: LEGEND: ,., t7cs BEV. AT ALARM ON REQUIRED FLOW PER CYCLE t s j O . EXISTING SPOT ELEVATION 00,0 NUMBER D BE.DROOU 2 Ex !> r% NO M SEWAGE DICPOSAL SYSTEM PROFILE EL2V. ATPump ON , a VOLUME PER CYCLE B2.•cai/craE /�.�cAL�ai�lFr = J/O3 at. Fr/cYaF DO�NO CONTOUR _OTS_.--- GARBAGE DISPOSAL (7NLT' 7 ELEY. AT PUMP OFF VOLUME OF WATER IN PIPE FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW NOT TO SCALE ' 4 X 0.00694 X ro r FT. m -CICU. FT 110 CAI-/BR:/DAY X -3 BR.) 3 Sa GAL/DAY BOTTOM OF INSIDE PUMP CHAMBER -�-� TOTAL MINIMUM VOLUME Fr ("'ME j2ZLIL CU • FF. FINAL CONTOUR- RECNi m SEPTIC TANK CAPACITY GAL• BOTTOM OF OUTSIDE PUMP CHAMBER DISCHARGE 11. t 2 CU o r . 4.67 FT. , O -3.f FT. (1000 G.S.T.) SOIL TEST LOCATION ACTUAL SIZE OF SEPTIC TANK GAL. tp V m P n Pf+C r r y STORAGE CAPACITY ( YC:+L/PAY /7.45 GAL/CU.FT./34.67 CU:FT./FT. !. z9 FT. TOWNUTILITPOLE 'Q SOIL CLASSIFICATION M YE2S sTr/r+4 4fie yP 1.2e REQUII D -� ,•1;1aE; TOWN WATER �W= 3 o G P/V Q ! o ` �� D M,,/, ' CATCH BASIN � DESIGN PERCOLATION RATE /IN. GAS LINE G' EFFLUENT LOAD= RATE ,0.29 GALLDAYJ \32 WAtL p/ I,j I OCP LEACHING AREA 2J'A JO' 17 5 SQ. FTL7,, lANlCE CALCULATIONS. CLEANOUT - !L o. 3-33--"by'I /.L da aL e v J 7H l01T O; LEACHING CAPACITY (AREA X RATE) GAL/Di1Y WEIGHT O"'`10N SEPTI:. TANK 1000 GALLON PUMP CHAMBER l2 i prrc C'm E LE•_v / �f t Cte 3 H,6rr) ,O r�VATER DISPLACED WEIGHT OF WATER D ISPL.ACEDS c/ i9X t $ T 1 Al G L' ? U L i± � WDG4T G i - A = x / 2, f I J i 4S LBS g_S� 4. H3' A 3. S A 4 2.4 6 9 7 La RESERVE LEACHING CAPACITY ,� GAL/DAY7-0 .Q� /n O vET , /�, S EXCESS `ATANTPER MANUFACTURER _tL4 O"WEIGHT OF TANK PER MANUFACTURER 8 e OIt foo = ��3� �x erss�T O OFFSET FL.OTATM 3 3,r „ " " so! i =' I.83A 8.04,6'Lys 2NOTES1 Lo7•- 32 luECEs s��y.'f' p«cl~-bJo« gave - E'ER : 4C).w'AJ'ek D / /Zr < 7-/ IJti/ L C ©i l T2ff c 70 P' t S Ta Co .v r'A. C T' 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P, TITLE 5 ANDTHE TOWN OF Y-ARMOC1rH RULES AND FOR r N REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 3'x do' G. 2 4 2 + 2 ALL COVERS i0 SANITARY UNITS SHALL BE BROUGHT TO �2 C4 $ t1 a U It nJcs 7 I c >! M t ni. 2 E `D : WITHIN 6' OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLL 2L ,MovnL, or 110 FT A> DRIVESOR PARKING 1 U AREAS. TH- LO SHALL L.11A.1 Sul 77AZ44', M A r &! e J A t USED UNDER OR WITHIN 10 FT, OF DRIVES ;OR PAPXWG AWAS. YF fi �� _ Z . =!vs 3��'c r✓o!v ©F NE w ;Sit nl U 4. ANY hMONMYUNUSED TO 8Fi1NG COVERS To trTLADLt SFLAt I A s rte' v J N Y! ©L< 5. NO E LNATAN LUIS BEEN M-Vr- AS TO CC"PUlANCE VA ' .,. •' T � C� a _ r ., - - _- _ - c^, C f' _ V 4AL C _ - . -i:» zw�I.".� ..�..w''. "."°..... .;;,sem /.. anP=ANT IS -. f`f, .. ; r :, lr i oa i �_s, tii f G L _ was .c'of r' ivTYd C r)�t%L/1=C ASW FROM �RfATr JI 17 "l'�Y,: r�� -E, ' _ _s31 3 Li q , OBTAIN StICH "DETiERM9i AcM rr,✓r 8 UTILITIES S1Mt ARE AAPRL77G31AtE'Lt96Y.• EXC:.16d C `/c..-�+-rw- -;' �S -�•.� _ -- arl2.- c, a. �.-,,t,.-_�'tl.S_ 1S TO CALL 'DX:='SAfE"'.AT t-S,3(s=•332-s6i4 At LEA. - ry 3 - 3~ 4. "` t (✓'o # 1 S , y ^ f3 <`I G R r /d L.. , r C2 `% 7. CONTRACTOR IS 70 4VERIFY IRIDES AND ELEVAMONS AS Y7ELL A .^rA5 \ S t3 u/ c T M EA S v2^-7 E E ti 7-5- SITE CONDITIONS PRIOR TO WORK ON SITE &PARCEL. IS IN FLOOD ZONE 9 LOT IS SHOWN ON ASSES MAP /?G AS PARCEL .i 3 _ G T_2 O�j2l+ ! r 0 4[� no. PUMP AND ALARM ARE TO BE 6N SEPERAIE CIRCUITS s E C K L �[p �' C7l3T rn/ �� /� l�D b✓0 2 rc T o 211. ALARM tR TO BE BOTH 'AUDIO AND VISUAL 1fF IIGINSM T'E�(e 1 L' ZG? E fiS Z s ,3 i7 ran1 J� Y /� .•LicErvf!`D t2 THAT THERE IS NO INFILTRATION OF C.ROfJ�NDWA(fR. LNTDT%NK AND; TFACILLf9 C T'2 //qAj. 13. ALL UNSUITABLE MATERIAL WWI BE REMOVED FROM UNDER ANL R»Alsi "'CK l 3T I /J 9G FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTUA AND BL FX ,S 4 H ti REPLACED VM MATERIAL AS SPECIFIED IN 310 CMR 19.=(3), P G ' ` ? latt '� ��• 14. SEPTIC TANK .AND PUMP CHA oM ARE TO BE WAiIMPROOFM A nPAJ I rN .a CN a� rJ LIQ �'+ Sdmt I THE MANUFACTURER AND HAVE ASPHALT AND 6 ML POLY ATTAC 'woEen�.i"3 .-✓'� J'1 o@m1, saw r-yj - `� OF �stL Id. Yf3 j2..y v •-� rrr T3 O H r �UL✓9 ?•-/ CSN Vr5'./!. I\ ! r G_ L IJ:.1• ', i CF spa.+ �1 4iSjµ 9CRF d� Sit T./C7n/ ..% %?✓J�nJC F1TLVATJ 2 /. Q J11L7A , o erLr,u1 N . r4AOV47. A !C7' 1� f y�; =� � APPROVED; BOARD OF HEALTl- L IY.B LY watrr�G, rry '7 C. , 9.8 ; p 14- • -3N;rv a E 8 DATE AGENT / CPekLr.C�3 / sF� nlo7 rS 16, m / zo_NE__�Sf' a ED y FLI F1©aD ZZaA!'F C f / a \b. .23S'* I q WIDE D 2 A /A/^ G,C L='/9•-lr& !M�'�t/.r ` 8 e► � f/ �Gxc r�✓L ea�D rJr '' rcr> /.-a 7-30 -� 8 I �iilsiJ�4 _ 1000_G,A4LQr�! .�wPT/[ rAv-T.4f_E-SACH L >. -4 ra., °o'-$� FUZE*/, 7 el O je p c!M 00- 40 M,l,,.l'.I j"-'...i.•- _.E7-- �/'vr I ^,^A nOM AAAP-r PROPOSED SSE 508- TIC DESIGN L_L�Q.KO X17' RfD _ y�JeNrOVTHPOR�' 7"�fs a 8%28f 98 JOB Na 1?. 7S-7' D 7/2 98 CL t�G T J ftL' r HOR COL MATT. OTHER ,. Saw.ty soY.t UNSur Lau.�y 2, "r' - f1... 18 4 2f v No !✓ qo EL IJ- S/�1:y'� •T'- L (Cone.l� 124 i4 L 1541; GALLN PUMP M S MHV 4 s PROSAE-: _ 4.� SEPTIC TANK CHAMBER OBSERVED WATER TABLE• WAM TABLE ELEV. • J2,o /!O WATER ENCOUNTERED AT ELEV. /�C) NO WATER ENCOUNTERED AT I2GELEv. BOT -M (-3 /z f/�s) ELEV - x eaV/X&Z aAE.-SC z,f�no�% I Cr TEST HOLE ELEV. l.o vP�•v r=v2TNt',t >zL<V/Ew sirprrc TANK 1 PUMP CHAMBER DESIGN CALCULATIONS ELEV. AT INVERT INLET - CALCULATIONS: LEGEND: ,., t7cs BEV. AT ALARM ON REQUIRED FLOW PER CYCLE t s j O . EXISTING SPOT ELEVATION 00,0 NUMBER D BE.DROOU 2 Ex !> r% NO M SEWAGE DICPOSAL SYSTEM PROFILE EL2V. ATPump ON , a VOLUME PER CYCLE B2.•cai/craE /�.�cAL�ai�lFr = J/O3 at. Fr/cYaF DO�NO CONTOUR _OTS_.--- GARBAGE DISPOSAL (7NLT' 7 ELEY. AT PUMP OFF VOLUME OF WATER IN PIPE FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW NOT TO SCALE ' 4 X 0.00694 X ro r FT. m -CICU. FT 110 CAI-/BR:/DAY X -3 BR.) 3 Sa GAL/DAY BOTTOM OF INSIDE PUMP CHAMBER -�-� TOTAL MINIMUM VOLUME Fr ("'ME j2ZLIL CU • FF. FINAL CONTOUR- RECNi m SEPTIC TANK CAPACITY GAL• BOTTOM OF OUTSIDE PUMP CHAMBER DISCHARGE 11. t 2 CU o r . 4.67 FT. , O -3.f FT. (1000 G.S.T.) SOIL TEST LOCATION ACTUAL SIZE OF SEPTIC TANK GAL. tp V m P n Pf+C r r y STORAGE CAPACITY ( YC:+L/PAY /7.45 GAL/CU.FT./34.67 CU:FT./FT. !. z9 FT. TOWNUTILITPOLE 'Q SOIL CLASSIFICATION M YE2S sTr/r+4 4fie yP 1.2e REQUII D -� ,•1;1aE; TOWN WATER �W= 3 o G P/V Q ! o ` �� D M,,/, ' CATCH BASIN � DESIGN PERCOLATION RATE /IN. GAS LINE G' EFFLUENT LOAD= RATE ,0.29 GALLDAYJ \32 WAtL p/ I,j I OCP LEACHING AREA 2J'A JO' 17 5 SQ. FTL7,, lANlCE CALCULATIONS. CLEANOUT - !L o. 3-33--"by'I /.L da aL e v J 7H l01T O; LEACHING CAPACITY (AREA X RATE) GAL/Di1Y WEIGHT O"'`10N SEPTI:. TANK 1000 GALLON PUMP CHAMBER l2 i prrc C'm E LE•_v / �f t Cte 3 H,6rr) ,O r�VATER DISPLACED WEIGHT OF WATER D ISPL.ACEDS c/ i9X t $ T 1 Al G L' ? U L i± � WDG4T G i - A = x / 2, f I J i 4S LBS g_S� 4. H3' A 3. S A 4 2.4 6 9 7 La RESERVE LEACHING CAPACITY ,� GAL/DAY7-0 .Q� /n O vET , /�, S EXCESS `ATANTPER MANUFACTURER _tL4 O"WEIGHT OF TANK PER MANUFACTURER 8 e OIt foo = ��3� �x erss�T O OFFSET FL.OTATM 3 3,r „ " " so! i =' I.83A 8.04,6'Lys 2NOTES1 Lo7•- 32 luECEs s��y.'f' p«cl~-bJo« gave - E'ER : 4C).w'AJ'ek D / /Zr < 7-/ IJti/ L C ©i l T2ff c 70 P' t S Ta Co .v r'A. C T' 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P, TITLE 5 ANDTHE TOWN OF Y-ARMOC1rH RULES AND FOR r N REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 3'x do' G. 2 4 2 + 2 ALL COVERS i0 SANITARY UNITS SHALL BE BROUGHT TO �2 C4 $ t1 a U It nJcs 7 I c >! M t ni. 2 E `D : WITHIN 6' OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLL 2L ,MovnL, or 110 FT A> DRIVESOR PARKING 1 U AREAS. TH- LO SHALL L.11A.1 Sul 77AZ44', M A r &! e J A t USED UNDER OR WITHIN 10 FT, OF DRIVES ;OR PAPXWG AWAS. YF fi �� _ Z . =!vs 3��'c r✓o!v ©F NE w ;Sit nl U 4. ANY hMONMYUNUSED TO 8Fi1NG COVERS To trTLADLt SFLAt I A s rte' v J N Y! ©L< 5. NO E LNATAN LUIS BEEN M-Vr- AS TO CC"PUlANCE VA ' .,. •' T � C� a _ r ., - - _- _ - c^, C f' _ V 4AL C _ - . -i:» zw�I.".� ..�..w''. "."°..... .;;,sem /.. anP=ANT IS -. f`f, .. ; r :, lr i oa i �_s, tii f G L _ was .c'of r' ivTYd C r)�t%L/1=C ASW FROM �RfATr JI 17 "l'�Y,: r�� -E, ' _ _s31 3 Li q , OBTAIN StICH "DETiERM9i AcM rr,✓r 8 UTILITIES S1Mt ARE AAPRL77G31AtE'Lt96Y.• EXC:.16d C `/c..-�+-rw- -;' �S -�•.� _ -- arl2.- c, a. �.-,,t,.-_�'tl.S_ 1S TO CALL 'DX:='SAfE"'.AT t-S,3(s=•332-s6i4 At LEA. - ry 3 - 3~ 4. "` t (✓'o # 1 S , y ^ f3 <`I G R r /d L.. , r C2 `% 7. CONTRACTOR IS 70 4VERIFY IRIDES AND ELEVAMONS AS Y7ELL A .^rA5 \ S t3 u/ c T M EA S v2^-7 E E ti 7-5- SITE CONDITIONS PRIOR TO WORK ON SITE &PARCEL. IS IN FLOOD ZONE 9 LOT IS SHOWN ON ASSES MAP /?G AS PARCEL .i 3 _ G T_2 O�j2l+ ! r 0 4[� no. PUMP AND ALARM ARE TO BE 6N SEPERAIE CIRCUITS s E C K L �[p �' C7l3T rn/ �� /� l�D b✓0 2 rc T o 211. ALARM tR TO BE BOTH 'AUDIO AND VISUAL 1fF IIGINSM T'E�(e 1 L' ZG? E fiS Z s ,3 i7 ran1 J� Y /� .•LicErvf!`D t2 THAT THERE IS NO INFILTRATION OF C.ROfJ�NDWA(fR. LNTDT%NK AND; TFACILLf9 C T'2 //qAj. 13. ALL UNSUITABLE MATERIAL WWI BE REMOVED FROM UNDER ANL R»Alsi "'CK l 3T I /J 9G FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTUA AND BL FX ,S 4 H ti REPLACED VM MATERIAL AS SPECIFIED IN 310 CMR 19.=(3), P G ' ` ? latt '� ��• 14. SEPTIC TANK .AND PUMP CHA oM ARE TO BE WAiIMPROOFM A nPAJ I rN .a CN a� rJ LIQ �'+ Sdmt I THE MANUFACTURER AND HAVE ASPHALT AND 6 ML POLY ATTAC 'woEen�.i"3 .-✓'� J'1 o@m1, saw r-yj - `� OF �stL Id. Yf3 j2..y v •-� rrr T3 O H r �UL✓9 ?•-/ CSN Vr5'./!. I\ ! r G_ L IJ:.1• ', i CF spa.+ �1 4iSjµ 9CRF d� Sit T./C7n/ ..% %?✓J�nJC F1TLVATJ 2 /. Q J11L7A , o erLr,u1 N . r4AOV47. A !C7' 1� f y�; =� � APPROVED; BOARD OF HEALTl- L IY.B LY watrr�G, rry '7 C. , 9.8 ; p 14- • -3N;rv a E 8 DATE AGENT / CPekLr.C�3 / sF� nlo7 rS 16, m / zo_NE__�Sf' a ED y FLI F1©aD ZZaA!'F C f / a \b. .23S'* I q WIDE D 2 A /A/^ G,C L='/9•-lr& !M�'�t/.r ` 8 e► � f/ �Gxc r�✓L ea�D rJr '' rcr> /.-a 7-30 -� 8 I �iilsiJ�4 _ 1000_G,A4LQr�! .�wPT/[ rAv-T.4f_E-SACH L >. -4 ra., °o'-$� FUZE*/, 7 el O je p c!M 00- 40 M,l,,.l'.I j"-'...i.•- _.E7-- �/'vr I ^,^A nOM AAAP-r PROPOSED SSE 508- TIC DESIGN L_L�Q.KO X17' RfD _ y�JeNrOVTHPOR�' 7"�fs a 8%28f 98 JOB Na 1?. 7S-7' D 7/2 98 CL t�G T J ftL' r