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HomeMy WebLinkAboutEngineered Plans - Rev. 1993SECTION - SEWAGE TOP OF}FON V y (MSL) v - SEPTIC TANK - - "D" BOX - INLEr,mvit _ Its" cw%s-r'-vkL t lA-` -rte ELEV. ELEV. lz_—, �_, 1---i- -1-ins- -raw).1 rpt, N w NGq V.1-dN►T"em �JPPt-Y� T+W-- Bc AizD OF 4EALT-F N rrz&,T'L 1-OAt>I W6 t�ELaL1L1k�101�1 L-4.111�i Toe t4 I "Llf f wumeeR OF LILA ITMD TD WZDROOM.5, -:�� T� M+�IC1 M t.tM d-t-LOW.hSL� l.�wN ARES JS U M 1TEp 1xcu?a r -Y FM4IT- A. LA,+jo 44ryeycc 'THE f hW N .AiZF�► L�� NOT �E.t�► 3 5a SQ .. FT . TEST HOLE LOG TEST BY 1, ./At.1t'� ��. vJ. IAul if' `i c, .44 . TEST DATE �- ' ` WITNESS '^ DESIGN T.H. * 111�, T.H. +� 2 . - 1 +: , "T I .a -r - LEACH �Flrr 1,; (-Z"M w -t IN 1 ELEV. 3•� f Ii :_1�?, r©, ( I stt,e u 7,111,4 ELEV. ELEV. PERC RATE MIN/IN. FLOW RATE 11� (GAL./DAY) SEPTIC TANK ?_' ( i.�-) _ �- --- REO'D SEPTIC TANK SIZE 2�,EDIcJAi f 112" OF It8TO ik" WASHED STONE }C> OF W" - 14r'• WASHED STONE L___BEDROOM HOUSE I -7 /r t.1��IfXx' lit.-1sr_1 LEACH FACILITY, SIDE WALL I fl� 4,y ! p m (� 4 } 21a GID. BOTTOM `L79(j O ? = .— _ GID. TOTAL / I \ 4. L �, USE: -LEACHING( WATER ENCOUNTERED l,, 2 (i /►�1^ `r �'1 �! f>' (/iZ �� �t G'�� l"'+r� , NOTES: (UNLESS OTHERWISE NOTED) 1. DATUM (MSL) t TAKEN FROM'FOUADRANGLE MAP 2. MUNICIPAL WATER IZ3 AVAILABLE 3. PIPE PITCH: A" PER FOOT 4. DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHO-H-10.44,2 H-20.44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT T-ln 4 FT. OR MORE OF COVER. y , 5. MIN. GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES: (1) FT. (� 6. THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAGE GRINDERS. v 7. ALL UNSUITABLE MATERIAL WITHIN 10 FEET IN ALL DIRECTIONS FROM THE LEACHING FACILITY SHALL BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND. 8. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM. OF MASS. STATE ENVIRONMENTAL CODE TITLE 5. 9. CONTRACTOR TO NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION. CONTOURS (EXISTING) • • . • .. • ..... . (PROPOSED) -0-0--0--0- APPROVED 19 rvs w\1 to tPw E n 00* oQo� ° 0 cl, lz. 74 v m t DATE BOARD OF HEALTH MA ,� �=• � � \ � �,. a ti. � \\ \ SEF'rIL- _. • IIP �► 1, �� ,9zs i ,�� Ftp � tw�Sr • _ L E.L.-ti Cr b4 r> z n THIS S •E PLAN WAS NOT PREPARED FROM AN INSTRUMENT SURVEY UNDER NO CIRCUMSTANCES ARE DISTANCES, BEARINGS, OR FEATURES SHOWN TO BE USED TO ESTABLISH PROPERTY LINES. l East Cape Engineering CIVIL ENGINEERS LAND SURVEYORS #44 Route 28, Orleans. Mass. ►l,e' I 4-, r L -IG- Y W, -7 1 t .4i, tt. I -'e- $G65 4FF-TL)6P- f- �- SITE PLAT' LOCUS: REF: PREPARED FOR;' -t SCALE 1� {D"AATE i REv, 1v .1-r-7 • 10i L-AwN •44 PSV, 11 - 1 0 -1115 OUT IN OUT IN , 1000 OUT ELEV. ELEV. SEPTIC -7V,1-1iI TANK ELEV. '?�'• cam` (._ �4 .`� ni -rte ELEV. ELEV. lz_—, �_, 1---i- -1-ins- -raw).1 rpt, N w NGq V.1-dN►T"em �JPPt-Y� T+W-- Bc AizD OF 4EALT-F N rrz&,T'L 1-OAt>I W6 t�ELaL1L1k�101�1 L-4.111�i Toe t4 I "Llf f wumeeR OF LILA ITMD TD WZDROOM.5, -:�� T� M+�IC1 M t.tM d-t-LOW.hSL� l.�wN ARES JS U M 1TEp 1xcu?a r -Y FM4IT- A. LA,+jo 44ryeycc 'THE f hW N .AiZF�► L�� NOT �E.t�► 3 5a SQ .. FT . TEST HOLE LOG TEST BY 1, ./At.1t'� ��. vJ. IAul if' `i c, .44 . TEST DATE �- ' ` WITNESS '^ DESIGN T.H. * 111�, T.H. +� 2 . - 1 +: , "T I .a -r - LEACH �Flrr 1,; (-Z"M w -t IN 1 ELEV. 3•� f Ii :_1�?, r©, ( I stt,e u 7,111,4 ELEV. ELEV. PERC RATE MIN/IN. FLOW RATE 11� (GAL./DAY) SEPTIC TANK ?_' ( i.�-) _ �- --- REO'D SEPTIC TANK SIZE 2�,EDIcJAi f 112" OF It8TO ik" WASHED STONE }C> OF W" - 14r'• WASHED STONE L___BEDROOM HOUSE I -7 /r t.1��IfXx' lit.-1sr_1 LEACH FACILITY, SIDE WALL I fl� 4,y ! p m (� 4 } 21a GID. BOTTOM `L79(j O ? = .— _ GID. TOTAL / I \ 4. L �, USE: -LEACHING( WATER ENCOUNTERED l,, 2 (i /►�1^ `r �'1 �! f>' (/iZ �� �t G'�� l"'+r� , NOTES: (UNLESS OTHERWISE NOTED) 1. DATUM (MSL) t TAKEN FROM'FOUADRANGLE MAP 2. MUNICIPAL WATER IZ3 AVAILABLE 3. PIPE PITCH: A" PER FOOT 4. DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHO-H-10.44,2 H-20.44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT T-ln 4 FT. OR MORE OF COVER. y , 5. MIN. GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES: (1) FT. (� 6. THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAGE GRINDERS. v 7. ALL UNSUITABLE MATERIAL WITHIN 10 FEET IN ALL DIRECTIONS FROM THE LEACHING FACILITY SHALL BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND. 8. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM. OF MASS. STATE ENVIRONMENTAL CODE TITLE 5. 9. CONTRACTOR TO NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION. CONTOURS (EXISTING) • • . • .. • ..... . (PROPOSED) -0-0--0--0- APPROVED 19 rvs w\1 to tPw E n 00* oQo� ° 0 cl, lz. 74 v m t DATE BOARD OF HEALTH MA ,� �=• � � \ � �,. a ti. � \\ \ SEF'rIL- _. • IIP �► 1, �� ,9zs i ,�� Ftp � tw�Sr • _ L E.L.-ti Cr b4 r> z n THIS S •E PLAN WAS NOT PREPARED FROM AN INSTRUMENT SURVEY UNDER NO CIRCUMSTANCES ARE DISTANCES, BEARINGS, OR FEATURES SHOWN TO BE USED TO ESTABLISH PROPERTY LINES. l East Cape Engineering CIVIL ENGINEERS LAND SURVEYORS #44 Route 28, Orleans. Mass. ►l,e' I 4-, r L -IG- Y W, -7 1 t .4i, tt. I -'e- $G65 4FF-TL)6P- f- �- SITE PLAT' LOCUS: REF: PREPARED FOR;' -t SCALE 1� {D"AATE i REv, 1v .1-r-7 • 10i L-AwN •44 PSV, 11 - 1 0 -1115 SECTION - SEWAGE TOP OF FON I y(MSL)r - SEPTIC TANK - _ "D" BOX - i N1.ET •rE I* : Ia't -----�—}. IN - n OUT - r �iT '�.SEPTIC NK G ELEV. l I ELEV. IN OUT• ELEV. r rel i To rmmrGT _T_4F� Zi7w1.) r-A(c1 L % L., m"ELEV. ELEV. SJPMwy', Tt{g _&2A;Zp OF +��►t.Ti.+ N rrij►.TL I-aepi�b RE.tal.ltet-no�1 �.Ix.•�IT�T�r�AKlr�fuNi 1Jtlt�BGR Q� Ael L1VA ►T r,> TV _-� K6UA>� of T}+Ir C.vr'Ar�c,Y F tr A ejj LAW>� T SET fil2XI VIA" 4-Cpr . SQ . FT. TEST HOLE LOG TEST BY -J.>C./ .1�3r�,S. �r "vj:L W' .C>,44 . TEST DATE T.H. r 1 T.H, 2 DESIGN ELEV -LEACH' r'r y IN ELEv. Et. tv �Y-►c�, of -r+� � � _�_ ELEV. C RATE t_„ PERMIN/!N. FLOW RATE J jT% (GAL.IDAY) TT _/ SEPTIC TANK REQ'D SEPTIC TANK SIZE /— '2'• OF "e TO 4r" ( WASHED STONE 2.v OF 341, WASHEOSTONE BEDROOM HOUSE LEACH FACILITY SIDE WALL to t�el = i 1c, g,Gi) : 2 G/D, BOTTOM 2 - r O) _ G, G/R, TOTAL Jr USE: /J�� -'acv( LEACHING r7- WATER ENCOUNTERED / �,� �r.�A t.� I '/,Z" NOTES: (UNLESS OTHERWISE NOTED) 1. DATUM (MSL) t TAKEN FROM T__'f N ,A 4,.-> 2. MUNICIPAL WATERlam- - QUADRANGLE MAP, 3. PIPE PITCH: %" PER FOOT AVAILABLE 4 DESIGN LOADING FOR ALL PRE ., -CAST UNITS: AASHO-H-10-44,IAdO1iiY H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT TO 4 FT. OR MORE OF COVER. + J. 5. MIN. GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES: (1) FT. 6. THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION ;j ;� t BRADY GRINDERS. OF GARBAGE :.. 7. ALL UNSUITABLE MATERIAL WITHIN 10 FEET IN ALL DIRECTIONS FROM THE LEACHING FACILITY SHALL BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND. 8. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM. OF MASS. STATE ENVIRONMENTAL CODE TITLE 5. J. 9. CONTRACTOR TO NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION. o BRADY C IJ - �j'j - t To,,r11� # 35776 CONTOURS (EXISTING) .... • • ...... . (PROPOSED)—O—O—O--O— 1 coa I JANE EVANS � j No. 957_ J BOARD OF HEALTH VED DATE MA , �f, r +tI v44 a0� ��l0 o fr+ \ a� . C0 � O -- 0 o (JO �' ) 1 � •7 .I � • 7 � F o+ 1 Nx l 7f! N ' a� ,= z PSP � r' i } I •� <EF't'tG-`t°o+w � t � ,T.aw K- .R-• oIlk � �..ELx�IG r✓?'b 7 , NOTE THIS S PLAN WAS NOT PREPARED FROM AN INSTRUMENT SURVEY, UNDER NO CIRCUMSTANCES ARE DISTANCES. BEARIN(3S, OR FEATURES SHOWN TO BE USED TO ESTABLISH PROPERTY t INFA East Cape Engineering CIVIL ENGINEERS LA14D SURVEYORS #44 Route 29, Orleans, Mass. WME Ya ?'+ �' r s "; ke" :;a•ag t r ..' r : a� .,x may! � k r.fr,.a `'a'}*•vb� x, {,�,�per ;;]� 1 1 '` w't 5�1 .Jt l ed z•ti " - r • 1�a.d.c i' ` 'sa _.�R"'t�'l _ ��c 4;4 Si .. �. �.� fi:.+ti 4, Q, n SITE PLAN LOCUS: --_� _71 FL)'foOL1T3-4 REF: PREPARED FOR:-�?'E7V44EnT' Fxl 't14 SCALE ' _ � 1jI5(-"' DATE REV . 10 • ZCi • '107 L•AwnJ A4ZP-4