Loading...
HomeMy WebLinkAboutBLD-90-225i� t I NOTE:. A*' :WED LAWN AREA IS 1000 S.F. ' "MUM AS PER NITRATE LOADING RICTTO-riS RECORDED IN ! E -REGISTRY OF DEEDS bIn PAGE 119. 4 1 d � 4 LOT 24 y N LOST 22 �8 \*VL Gel 4 . JM SAND WITH TRACE OF SILT (F7) -AL To ME4w� w N �1t S Awl . .- k. -N �.!'`Y w'a.e'd•d....,. '.. .+ .kms...^++T•+'�'�'�. �;�'.+k t<a'Nd�r .. 4:AY..#�'•oR�`4-G.T.: ", W^ .. �. r.v*Y .c.r. ....: ,�..�taV• ..:tl'r.f. I .,e1°-. ..:.,..Y. , .'+T.•`«Y. M'.. � Y[ l i , � .- ic''-�. v' - .r..,. . <aw"4-aa.4as�+.. - . _..., . r�: � �R.r rrex•- .w .. R.#F�..t. .. P .> .. r... I' ;,•1• BAR4d' ILE HOLDING a �► 16v W. MAIN STREET HYANNIS, MA 162" J50,5 4. WASHED STONE SHALL BE Fl r� V 5. NO FIELD MODIFICATIONS " IU, PERC RATE: SYSTEM SHALL BE MADE WITHG` IT , y N LOST 22 �8 \*VL Gel 4 . JM SAND WITH TRACE OF SILT (F7) -AL To ME4w� w N �1t S Awl . .- k. -N �.!'`Y w'a.e'd•d....,. '.. .+ .kms...^++T•+'�'�'�. �;�'.+k t<a'Nd�r .. 4:AY..#�'•oR�`4-G.T.: ", W^ .. �. r.v*Y .c.r. ....: ,�..�taV• ..:tl'r.f. I .,e1°-. ..:.,..Y. , .'+T.•`«Y. M'.. � Y[ l i , � .- ic''-�. v' - .r..,. . <aw"4-aa.4as�+.. - . _..., . r�: � �R.r rrex•- .w .. R.#F�..t. .. P .> .. r... I' ;,•1• BAR4d' ILE HOLDING a �► 16v W. MAIN STREET HYANNIS, MA 162" J50,5 4. WASHED STONE SHALL BE Fl r� NO GROUNDWATER ' , ' 5. NO FIELD MODIFICATIONS " IU, PERC RATE: SYSTEM SHALL BE MADE WITHG` IT , APPROVAL OF THE ENGINEER AN`` INVERT PRIMARY. HEALTH. BOTTOM PRIMARY 55. a 6. GROUT TO BE USED AT ALL POINTE ' OR LEAVE ALL CONCRETE STRUC'�,-. INVERT RESERVE ° PROVIDE A WATERTIGHT SEAL. BOTTOM RESERVE 65.0 7. ALL SHIPLAP JOINTS IN SEPTIC TANK SH WITH NEOPRENE GASKETS OR ASPHALT' TEST PITS OBSERVED BY: FLAHERTY ASSOCIATES INC, g. A CERTIFICATE OF COMPLIANCE MUST t, " DATE :143i/90 THE CONTRACTOR PRIOR TO BACKFILLIN. w`-Nltb-5E-0 3 Z) Cr YA,2::ic ; (; %ri� c' 4E,i Tom+ 9• THE CONTRACTOR SHALL BE RESPONSP-_ �-FOR, DESIGN CALCULATIONS' THE ACTUAL LOCATION OF ANY EXISTING SHOWN ON THIS PLAN. 10. S x PROPERTY LINE INFORMATION TAKEN FROM: PERC RATE_ 3 m-4/,,,ic,u (MIW/,J(-H) NO OF BEDROOMS 4AT 1 D GAL /BR /DAY j�L Arai wG1�� $4-2 'a f<zc L. DESIGN FLOW REQUIRED: '110 ONL/ SEPTIC TANK SIZE 1000 GALLONS NO GARBAGE GRIND -R LEACHING PROVIDED :I'6' DIA- PIT W12' OF STONE AROUND SIDE' (2.0 )(n)(IO)(6) = 377.0 GAL /DAY FLAH ERTY ASSOCIATES BOTTOM: (° s5 )(jr)(1014) = 65.2GAL/DAY END: 170 COURT STREET' TOTAL: y`/Z z -GAL./DAY PLYMOUTH, MA 02360 --ace-1 I S.F. 508-747-2425 -t--,._ _ % OR IS . TO CERTIFY BREAKOUT CALCULATION 'JUARE FOOTAGE FOR MAX. LEACHING EL G1, 5 PRIMARY RESERVE SLOPE AT EL: 2/12' PRIMARY •; =, L /2 RESERVE BREAKOUT SETBACK: 2� ' PRIMARY l (150 X SLOPE) 25 RESERVE EL. AT BREAKOUT SETBACK G2 5 PRIMARY (-` RESERVE { !! MAINTAIN 2'/o SLOPE LOCUS PLAN: OVER LEACHING PIT ( J27 1 . k %S U E T. ALE. 1 2000 • ,_f✓�erj LAYER OF I/8 t/ -4J WASHED srory �j 2 ' sc D -Box 72�M� j ` i .. - •• 8. le LOCO s •�' Tr IF oo�,' K C�l.3l0 4 sch 40 •, o 0 4 - + ut� g t1.(Y I., - j SEWAGE DISPOSAL N' YARMOU1. PREPARED SOP BARNSTABL .' "`•' Of •. -�,., �...----? t:'i ,� `.-ate..-�.� , - - -__• , Y,,"R 1 ' \�''j��i�—��,.�/,,�J, /' ,/'�1'C� i � Iytj • r O� 7r