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HomeMy WebLinkAbout258 Highbank Road Proposed Septic Design 2DEPTH J Ir! TEXTURE COLOR ST OTHER 40 CAST IRON PIPE'. AA�� LyI�M MRS W HED HE VENT " NOT REQUIRED t5`J�J (OR EQUAL MINIMUM .ala PITCH 1/4 PER FT. 1 Cu. FT. OF r� CONCRETE FLOW UNE ANCHOR gat t,x, �a p 10" ELEV. MIN. • iuz V., WMM, 711 IOU 0RFt'I ELEV. GAS G'6'SU ELEVBAF s z ,..._. ELEV = Sn14D - x DISTRIBUTION _ UQUID OUTLET BOX HIGH CAPSTONNEIIIN A�NATORS N1TH 17 f (TO BE PLACED ON FIRM BASE) TO 8E WATER TESTED / DEPTH HORIZ TEXTURE COLOR MOTT. OTHER I� AA�� LyI�M /DIS t5`J�J .ala r� sn xi9 gat t,x, �a m yy' (� 0RFt'I 1ta yij 4 FEET 14 INCHES ll Y) 6 X I0 TRENCH FORMAIION 3 5 FEET 19 INCHEES IF MORE THAN ONE OUTLET `f 6 FEET 24 INCHES � JOO GALLON �h WELL-614- 7Jk t WATER ENCOUNTERED AT /'-.� ELEV. s A WATER ENCOUNTERED AT i?h ELEv: . 9 INCHES (TO BE PLACED ON FIRM BASE) S©IL ABSORPTION aS4 INCHES SEPTIC TANK a/4' To 1/2• woEic J . WASHED STONE SYSTEM (SAS) ADJUST LEGEND: ,DESIGN CALCULATIONS i LSGS PROBABLE WATER TABLE ELEV. EXISTING SPOT ELEVATION 000 NUMBER OF BEDROOMS SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE t / / ) ELEV = - EXISTINGCONTOUR----00---- GARBAGE DISPOSAL UNIT NO NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ _;1_L1FINAL SPOT ELEVATION 0. TOTAL ESTIMATED FLOW FINAL CONTOUR (110 GAL/BR./DAY X BR) ? GAL/DAY SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY CAL UTILITY POLE -G` ACTUAL SIZE OF SEPTIC TANK 1500 'GAL TOWN WATER —WSW SOIL CLASSIFICATION 1 ! CATCH BASIN G(� DESIGN PERCOLATION RATE_ 11(N. fIN. i CAS UNE CLEAN (CO. EFFLUENT LOADING RATE' --QJ - GAL/DAYfSF : CESSPOOLT C Q XCWNGCITY (AREA +X RATE) 5i/.l3GAL/DAY f� RESERVE LEACHING CAPACITY Z r '',GAL/DAY',. GAL/DAY' NOTES: L"J'? 1. ALL WORKMANSHIP_AND MATERIALS SHALL CONFORM TO D.E.i'' TITLE 5 AND THE TOWN OF Vd-6a- 007 RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL -51F SEWAGE. 2. WITHIN 6. OF FINISHED GRADE t r ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO h 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE; CAPABLE "OF y'^ / WITHSTANDING H-10 LOADING;UNLESS THEY ARE UNDER OR WITHIN `{�,]�1�� 40 FT, OF DRIVES OR.PARKING AREAS. H-20 LOADING SHALL BE 0 FT, OF DRIVES OR PARKING AREAS, 4: ANNY ASONARY UNITS USEDUNDER OR WITHIN TOTO BRNO COVERS TO GRADE SHALL` BE MORTARED N PLACE. 5. N0 -DETER ! AT1nN HAS'PEFN t0A6E AS TO COtaAUA�cF WfT++ � s DEEDED OR 'ZONING REGULATIONS.,OWNER /-:APPLICANT IS TO ;a t OBTAIN SUCH DETERMINATION FROM APPROPRIATE �AUTHORITYJ 6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION : CONTRACTOR `) 1S TO CALL 'DIG -SAFE"; AT 1-B68-344-7233 AT LEAST 72 HOURS _ PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS J y 1 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER `J' r IMMEDIATELY. t \ } rn 8. PARCEL IS IN FLOODZONE M 8. LOT IS SHOWN ON ASSESSORS MAP 7I AS PARCEVol- L i `.'\ 1 \ F'=. 1E/•-�•�y' ` vas * ., � s fd10'.7` K'f 7 \ \ t y t, APPROVED: BOARD OF HEALTH �`ITPn PV r% Al A(`GAIT 0 2000SWEETSER ENGINEERINGI Id DEPTH HORIZ COLOR MOTT. OTHER /TEXTURE (� 0RFt'I 1ta yij Sn14D - x 4 FEET 14 INCHES ll Y) 6 X I0 TRENCH FORMAIION 3 5 FEET 19 INCHEES IF MORE THAN ONE OUTLET `f 6 FEET 24 INCHES � JOO GALLON �h WELL-614- 7Jk t WATER ENCOUNTERED AT /'-.� ELEV. s A WATER ENCOUNTERED AT i?h ELEv: . 9 INCHES (TO BE PLACED ON FIRM BASE) S©IL ABSORPTION aS4 INCHES SEPTIC TANK a/4' To 1/2• woEic J . WASHED STONE SYSTEM (SAS) ADJUST LEGEND: ,DESIGN CALCULATIONS i LSGS PROBABLE WATER TABLE ELEV. EXISTING SPOT ELEVATION 000 NUMBER OF BEDROOMS SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE t / / ) ELEV = - EXISTINGCONTOUR----00---- GARBAGE DISPOSAL UNIT NO NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ _;1_L1FINAL SPOT ELEVATION 0. TOTAL ESTIMATED FLOW FINAL CONTOUR (110 GAL/BR./DAY X BR) ? GAL/DAY SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY CAL UTILITY POLE -G` ACTUAL SIZE OF SEPTIC TANK 1500 'GAL TOWN WATER —WSW SOIL CLASSIFICATION 1 ! CATCH BASIN G(� DESIGN PERCOLATION RATE_ 11(N. fIN. i CAS UNE CLEAN (CO. EFFLUENT LOADING RATE' --QJ - GAL/DAYfSF : CESSPOOLT C Q XCWNGCITY (AREA +X RATE) 5i/.l3GAL/DAY f� RESERVE LEACHING CAPACITY Z r '',GAL/DAY',. GAL/DAY' NOTES: L"J'? 1. ALL WORKMANSHIP_AND MATERIALS SHALL CONFORM TO D.E.i'' TITLE 5 AND THE TOWN OF Vd-6a- 007 RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL -51F SEWAGE. 2. WITHIN 6. OF FINISHED GRADE t r ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO h 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE; CAPABLE "OF y'^ / WITHSTANDING H-10 LOADING;UNLESS THEY ARE UNDER OR WITHIN `{�,]�1�� 40 FT, OF DRIVES OR.PARKING AREAS. H-20 LOADING SHALL BE 0 FT, OF DRIVES OR PARKING AREAS, 4: ANNY ASONARY UNITS USEDUNDER OR WITHIN TOTO BRNO COVERS TO GRADE SHALL` BE MORTARED N PLACE. 5. N0 -DETER ! AT1nN HAS'PEFN t0A6E AS TO COtaAUA�cF WfT++ � s DEEDED OR 'ZONING REGULATIONS.,OWNER /-:APPLICANT IS TO ;a t OBTAIN SUCH DETERMINATION FROM APPROPRIATE �AUTHORITYJ 6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION : CONTRACTOR `) 1S TO CALL 'DIG -SAFE"; AT 1-B68-344-7233 AT LEAST 72 HOURS _ PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS J y 1 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER `J' r IMMEDIATELY. t \ } rn 8. PARCEL IS IN FLOODZONE M 8. LOT IS SHOWN ON ASSESSORS MAP 7I AS PARCEVol- L i `.'\ 1 \ F'=. 1E/•-�•�y' ` vas * ., � s fd10'.7` K'f 7 \ \ t y t, APPROVED: BOARD OF HEALTH �`ITPn PV r% Al A(`GAIT 0 2000SWEETSER ENGINEERINGI Id