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Home My WebLink About2 Morning Drive Proposed Septic Design.- BPEO� F FOUNDATION A�T�ON ELEV. = 102.50 .--, (ASSUME 2' ABOVE HIGHT POIN' ;x' ;*r A I 3' 10 FT. MINIMUM 4' CAST IRON PIPE (OR EQUAL) MINIMUM PITCH 1/4' PER FT. ELEV. - 99_5 _ ELEV. = 98.75 A FT. MINIMUM FROM CELLAR CONCRETE COVERS 4" SCHEDULE 40 PVC PIPE MIN. PITCH 1/8" PER FT. FLOW 2,D" ELEV. = 9a50_ LEVEL GAS ELEV. 6' SUMP ELEV. 910_ BAFFLE DISTRIBUTION ELEV. (TO BE PLACED ON FIRM BASE)BOX-8L83--/ TO BE WATER TESTED 1500 GALLON IF MORE THAN ONE OUTLET SEPTIC TANK (TO BE PLACED ON FIRM BASE) 3/4" TO 1 1/2" CLEAN J DOUBLE WASHED STONE FREE OF FINES do SILT SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE CLEAN SAND AND SEED 2" LAYER OF 1/8- TO 1/2- .33 MAX. WASHED STONE VENT 100.5 MIN. NOT REQUIRED 99.33 °' o . fla -=10" • EL V. _ _ 97.0 - 4 HIGH CAPACITY INFILTRATORS WITH STONE IN AN Y SOIL TEST DATE OF SOIL TEST $./JJPZ SOIL TEST DONE BY CRAIG F.. WITNESSED BY -6miYQN HONE - "✓� OBSERVATION HOLE 1 ELEV.=—Mo-5D OBSERVATION HOLE 2 ELEV.= 100.00 �o , PERCOLATION RATE <2_ MIN./INCH AT X52=64 INCHES PERCOLATION RATE < 2— MIN./INCH ATI C( S DEPTH HORIZ TEXTURE t C HIGH .. 3 POINT -L 3 NO t WATER ENCOUNTERED AT _12'_ ELEV. _ _ AR -5 BE^+Cwd>P (�rAft _ nr✓ SOIL ABSORPTION " 1I A t � 10184/2 u Par p 1 33" 0 LOAMY SAND t0YR6/8 A FT. MINIMUM FROM CELLAR CONCRETE COVERS 4" SCHEDULE 40 PVC PIPE MIN. PITCH 1/8" PER FT. FLOW 2,D" ELEV. = 9a50_ LEVEL GAS ELEV. 6' SUMP ELEV. 910_ BAFFLE DISTRIBUTION ELEV. (TO BE PLACED ON FIRM BASE)BOX-8L83--/ TO BE WATER TESTED 1500 GALLON IF MORE THAN ONE OUTLET SEPTIC TANK (TO BE PLACED ON FIRM BASE) 3/4" TO 1 1/2" CLEAN J DOUBLE WASHED STONE FREE OF FINES do SILT SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE CLEAN SAND AND SEED 2" LAYER OF 1/8- TO 1/2- .33 MAX. WASHED STONE VENT 100.5 MIN. NOT REQUIRED 99.33 °' o . fla -=10" • EL V. _ _ 97.0 - 4 HIGH CAPACITY INFILTRATORS WITH STONE IN AN Y SOIL TEST DATE OF SOIL TEST $./JJPZ SOIL TEST DONE BY CRAIG F.. WITNESSED BY -6miYQN HONE - "✓� OBSERVATION HOLE 1 ELEV.=—Mo-5D OBSERVATION HOLE 2 ELEV.= 100.00 �o , PERCOLATION RATE <2_ MIN./INCH AT X52=64 INCHES PERCOLATION RATE < 2— MIN./INCH ATI C( S DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 3 0 LOAMY SAND 3 NO uNsuir. WATER ENCOUNTERED AT _12'_ ELEV. _ _ AR -5 WATER ENCOUNTERED AT 11'_ ELEV. 89 0_ 11. MINIMUM SETBACK 307 OF (84.40+625)/2-23' SOIL ABSORPTION " 9' A LOAMY SAND 10184/2 NO APPROVED: BOARD HEALTH 33" B LOAMY SAND t0YR6/8 NO EL 97.25 33' 8 LOAMY SAND 10YR6/8 NO EL•97.75 150' C FINE SAND 2.5Y7/6 NO NUMBER OF BEDROOMS DEPTH HORIZ TEXTURE COLOR MOTT. OTHER L 3" 0 LOAMY SAND 3 NO vwS�+7T, WATER ENCOUNTERED AT _12'_ ELEV. _ _ AR -5 WATER ENCOUNTERED AT 11'_ ELEV. 89 0_ 11. MINIMUM SETBACK 307 OF (84.40+625)/2-23' SOIL ABSORPTION " 8" A LOAMY SAND 10YR4/2 NO APPROVED: BOARD HEALTH 33" B LOAMY SAND t0YR6/8 NO EL 97.25 140" C FINE SAND 2.5Y7/6 NO DESIGN CALCULATIONS jSrREET LOT 6 AND LOT COMB/NED AREA 16,0511 SF. MAP 42 PARCEL 64LC PL.25JOJ9662 5 Lor s fi. GARAGE rt cl DECK C. 100 3 TOWN WATER —W—W— SOIL CLASSIFICATION _j—_ FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM CATCH BASIN �8\ DESIGN PERCOLATION RATE <5_ MIN./IN. AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) 11' X 3T X 10" TRENCH FORMATION 3 S g (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. WATER ENCOUNTERED AT _12'_ ELEV. _ _ AR -5 WATER ENCOUNTERED AT 11'_ ELEV. 89 0_ 11. MINIMUM SETBACK 307 OF (84.40+625)/2-23' SOIL ABSORPTION " ZOLL Mlw 29 S LEACHING CAPACITY (AREA X RATE) _3SQ_ GAL/DAY APPROVED: BOARD HEALTH ZONE 02 No. 27483,,x, RESERVE LEACHING CAPACITY :360_ GAL./DAY SYSTEM (SAS) o usT 'w>. NhC/5h'g�'a, LEGEND: DESIGN CALCULATIONS NOTES: 2.14 EXISTING SPOT ELEVATION 00„0 NUMBER OF BEDROOMS 3 PROPOSED SEPTIC DESIGN TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE .SUBSURFACE EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT N0 DISPOSAL OF SEWAGE. USGS PROBABLE WATER TABL_ ELEV.'- ye FINAL SPOT ELEVATION ® TOTAL ESTIMATED FLOW OBSERVED WATER TABLE ( 5 / 01 / 02) ELEV. _ _M&L._ FINAL CONTOUR--- Q�Q}— ( 110 GAL/BR./DAY X �3 BR.) _334_ GAL/DAY j. BOTTOM OF TEST HOLE ELEV. _ _$$ 5 _ SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY -15M_ GAL y " USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. UTILITY POLE -4- ACTUAL SIZE OF SEPTIC TANK 1500 GAL. 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL jSrREET LOT 6 AND LOT COMB/NED AREA 16,0511 SF. MAP 42 PARCEL 64LC PL.25JOJ9662 5 Lor s fi. GARAGE rt cl DECK C. 100 3 PROPOSED DWELLING �. 5 A•S O �/ GARAGE SEPTIC TANK e. t � l � X11 � Y � �, s � j��,ore.• 1, )� • DRIVEW uc 96.00' K ,11X ( s 190.00 �. E NOTE 10 ] 100 2 RNIN� %— VE MoiC J— TOWN WATER —W—W— SOIL CLASSIFICATION _j—_ FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM CATCH BASIN �8\ DESIGN PERCOLATION RATE <5_ MIN./IN. AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) GAS UNE EFFLUENT LOADING RATE 9,7. GAL./DAY/S.F. (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. CLEAN OUT C LEACHING AREA 487 SQ. FT. 11. MINIMUM SETBACK 307 OF (84.40+625)/2-23' CESSPOOL C.P.0 (Yi'X37")+(96'X10/127 - OF S LEACHING CAPACITY (AREA X RATE) _3SQ_ GAL/DAY APPROVED: BOARD HEALTH CIVIL 487, X 0.74 No. 27483,,x, RESERVE LEACHING CAPACITY :360_ GAL./DAY 'w>. NhC/5h'g�'a, DATE .AGENT .: NOTES: 1. ALL WORKMANSHIP AND MATERIALS' SHALL CONFORM TO D.E.P. PROPOSED SEPTIC DESIGN TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE .SUBSURFACE 0 DISPOSAL OF SEWAGE. ye 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO LINDA SETHARES WITHIN 6' OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF P, rs j. WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN i 10 FT. OF DRIVES OR PARKING AREAS -H-20 LOADING SHALL BE y " USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL j BE MORTARED IN PLACE. S. NO OLTERMiNATIGN HAS BEEN MADE -AS TO LGi.SrUANCC »I,R DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 235 GREAT WESTERN ROAD 508— P. 0. BOX 1044 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 398-8311. SOUTH DENNIS, MASS. 02660+ 6• UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR alt IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS DATE MAY 13, 2002 PRIOR TO COMMENCING WORK ON SITE. SCALE 1 11_ 20' 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL A§ , �. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER ' IMMEDIATELY. 8. PARCEL 15 IN FLOOD ZONE _C &A—. REwS£D -- SHEET 1 OF 1 . 9. LOT IS SHOWN ON ASSESSORS MAP _ 42 AS PARCEL_. 10, ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND PROPOSED DWELLING �. 5 A•S O �/ GARAGE SEPTIC TANK e. t � l � X11 � Y � �, s � j��,ore.• 1, )� • DRIVEW uc 96.00' K ,11X ( s 190.00 �. E NOTE 10 ] 100 2 RNIN� %— VE MoiC J— , 0 2002 CRAIG R. SHORT, P.E. FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. 5 11. MINIMUM SETBACK 307 OF (84.40+625)/2-23' Of 41 ' ' "i4� Aro °y\ :df ` �1YI LY•'.S� n alai �fiik ,n.. �'. 1 - OF S F, APPROVED: BOARD HEALTH CIVIL No. 27483,,x, f, 'w>. NhC/5h'g�'a, DATE .AGENT .: PROPOSED SEPTIC DESIGN 0 FOR LINDA SETHARES P, rs LOC. PAR. 649 MORNING DRIVE SOUTH YARMOUTH, MASS - LoCvS CRAIG R SHORT, P.L.' 235 GREAT WESTERN ROAD 508— P. 0. BOX 1044 398-8311. SOUTH DENNIS, MASS. 02660+ DATE MAY 13, 2002 �y} SCALE 1 11_ 20' 4 �f �7 JOB N0. `12-94/ RSED EVI - LOCATION MAP REwS£D -- SHEET 1 OF 1 . , 0 2002 CRAIG R. SHORT, P.E. 0 2002 CRAIG R. SHORT, P.E.