The URL can be used to link to this page

Home My WebLink About19 Bass River Parkway - Proposed Septic Design 3i 4" SCHEDULE 40 PVC PIPE CLEAN SAND TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR MIN. PITCH 1 8" PER FT. INSPECTION PORT 2" LAYER OF 1242 10 FT. MINIMUM 10 FT. INIMUM FROM SLAB OR CRAWL SPACE 1/8" TO 1/2" ELEV, _ z- PRESSURE Pt WASHED STONE VENT 150 PSI MINIMUM ELEV. = 1293 MAX. PUMP CHAMBER CALCULATIONS: CONCRETE _9.25 10.68 MIN. REQUIRED FLOW PER CYCLE .25 X _ Q = _165- GAL./CYCLE COVER MANHOLE COVER ? VOLUME PER CYCLE185 GAL/CYCLE /7;48 GAL./CU. FT. 2208 CU. FT./CYCLE VOLUME OF WATER IN PIPE 3.14 X 0.00694 X 6®__ FT. = 1•_ CU. FT. • ELEV. = 10.00 TOTAL MINIMUMVOLUMEPER CYCLE .Z3.,'i4. CU, FT• 24 4" CAST IRAN PIPE DISCHARGE OJ -M CU. FT. / 36.11 CU.FT./FL = 0.65- FT. (1000 G.S.T.) o 0 0 STORAGE CAPACITY ($QO_ GAL/DAY /7.48 GAL./CU.FT./36.11 CU.FT./FT. 2.44 FT. (OR EQUAL) MINIMUM 2'0" a 0' o ELEV _ &60 M VINYL ��_ REQUIRED 2.50 PROVIDED PITCH 1/4' PER FT. LEVEL ° BEL A180 R 6" SUMP 9.70 0 ELEV. ELEV. _ _--- _ FLOW LINE '&sTRIBUTIONELEV. ELEV. = 1.00_ 10" 6 HIGH CAPACITY INFILTRATORS -TMIN. 3/8" DRILL BOX � - WITH STONE IN _z 5.27 GAS ELEV. = B_00_ ELEV. 8_55- BAFFLE HOLE TO BE WATER TESTED 2 - 11' X 36' X 10' TRENCH FORMATIONS i ELEV. _ _g- o (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION " ZONE Aw g BASS R/VE/in P9RK /q CHECK WAS D , 1/2 SYSTEM (SAS) INDEX 6.0 5 04) • 8 2 L ' WASHED STONE "--- ---- LIQUID OUTLET=�"""z' ---+ VALVE AD.XIST 1.50 TFF (TO BE PLACED ON FIRM BASE) 4 FEET 14 INCHES MYERS SRM 4 5 FEET 19 INCHES 1500 GALLON pUMP 0.4 HP (MAX.) 9.3 USGS PROBABLE WATER TABLE ELEV. 3.33 4 CHES OR EQUAL) - E v 1 4 '\ • 8.41 t1 { 1 1 I i I 11 \ • �8.1 i 7 FEET 29 INCHES SEPTIC TANKC AMB R i OBSERVED WATER TABLE (6/21/04) ELEV. r1E3 8 FEET 34 INCHES BOTTOM OF TEST HOLE ELEV. = (H-20) H-20 ELEV. AT INVERT INLET _9.2 SEWAGE DISPOSAL SYSTEM PROFILE ELEV. AT PUMPMO N 6.45 6_48 NOT TO SCALE ELEV. AT PUMP OFF -5•f BOTTOM OF INSIDE PUMP CHAMBER -A-02- SOIL -02SOILTEST BOTTOM OF OUTSIDE PUMP CHAMBER 4.50 1 t NS DATE OF SOIL TEST d_UNE 20 0004-__ DESIGG N CALCULATIONS E . SOIL TEST DONE BY SWEETSEP ENGINEERING NUMBER OF BEDROOMS WITNESSED BY 11 G. GARBAGE DISPOSAL UNIT TOTAL ESTIMATED FLOW �/A ()� HaHOLE ELEV. =_9_50 ER O��VAi10N H04F 2 ELEV.= 9.50 TO( 110 GAL/BR./bAY X 6 SR.) _..564_ GAL/DAY PERCOLATION RATE L I _ 'Ilk' INCH AT 72 INCHES PERCOLATION RATE _S 2- MIN./INCH IN C HORIZON REQUIRED SEPTIC TANK CAPACITY J320- GAL. DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-3 A LOAMY SAND i/ SOIL 9.5 + I 1500 GALLON SEPTIC TANK SOIL TEST 1 1 TEST 2 10YR5/1 �� 10-2B 8 LOAMY SAND SAS RESER ` 28-120 C MEDIUM SAND 2.5Y7/6 I l EXCESS WEIGHT TO OFFSET FLOTATION MEDIUM SAND 1 )' X71 atl I fi � i ` m m FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE 15.255:(3). i i 1000 GALLON PUMP CHAMBER \CA, -" y '40 ML VINYL X WEIGHT OF WATER DISPLACED 9.Ox5.25x(6.0)x64.0 8 �D. BOX -` SAS 1 LINER X 24, a WEIGHT OF TANK PER MANUFACTURER 14,500 LBS. 8 1 I 3 •, .`9:4"^ ;9 OF WATER IN SUMP LIMIT�OF 5' OVERDIG� � VENT 1 - E v 1 4 '\ • 8.41 t1 { 1 1 I i I 11 \ • �8.1 i 7 FEET 29 INCHES SEPTIC TANKC AMB R i OBSERVED WATER TABLE (6/21/04) ELEV. r1E3 8 FEET 34 INCHES BOTTOM OF TEST HOLE ELEV. = (H-20) H-20 ELEV. AT INVERT INLET _9.2 SEWAGE DISPOSAL SYSTEM PROFILE ELEV. AT PUMPMO N 6.45 6_48 NOT TO SCALE ELEV. AT PUMP OFF -5•f BOTTOM OF INSIDE PUMP CHAMBER -A-02- SOIL -02SOILTEST BOTTOM OF OUTSIDE PUMP CHAMBER 4.50 1 t NS DATE OF SOIL TEST d_UNE 20 0004-__ DESIGG N CALCULATIONS E . SOIL TEST DONE BY SWEETSEP ENGINEERING NUMBER OF BEDROOMS WITNESSED BY 11 G. GARBAGE DISPOSAL UNIT TOTAL ESTIMATED FLOW �/A ()� HaHOLE ELEV. =_9_50 ER O��VAi10N H04F 2 ELEV.= 9.50 TO( 110 GAL/BR./bAY X 6 SR.) _..564_ GAL/DAY PERCOLATION RATE L I _ 'Ilk' INCH AT 72 INCHES PERCOLATION RATE _S 2- MIN./INCH IN C HORIZON REQUIRED SEPTIC TANK CAPACITY J320- GAL. DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-3 A LOAMY SAND 10YR4/2 NO 1500 GALLON SEPTIC TANK 3-10 E LOAMY SAND 10YR5/1 26,063 LBS 10-2B 8 LOAMY SAND 10YR4/6 PECK _ 28-120 C MEDIUM SAND 2.5Y7/6 I l 1, �• 8.3 / i GAR®GE 50 I, ' WATER ENCOUNTERED AT _ ?� ELEV. - 1 H3 \, SLAB PUMP SWITCHES DETAIL PUMP `t CHAMBER ` i 2000 .3 8.2 _ 1500 GALLON SEPTIC TANK ` C2 it LEGEND: EXISTING SPOT ELEVATION EXISTING CONTOUR ----00---- FINAL SPOT ELEVATION FOO -70 CONTOUR 00 , SOIL TEST LOCATION ® p ceu) UTILITY POLE `D-> TOWN WATER -WSW CATCH BASIN (aj GAS LINEC G' CESSPOOL CLEANOUT -✓ C•0• 1 I .. 1 5 PUMP ON n PUMP OFF 0 {V ��- BUOYANCY CALCULATIONS: COLOR MOTT. OTHER 0-2 A a 1500 GALLON SEPTIC TANK NO 4 _, • WEIGHT OF WATER DISPLACED 11.Ox6.17x(6.0)x64.0 26,063 LBS (6) `, S !. a WEIGHT OF TANK PER MANUFACTURER 21�30 LBS. PECK _ } WEIGHT OF SOIL ON TOP 11.Ox6.17x(120-10.5)x(115-64) 5,192 LBS NO DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 27-120 EXCESS WEIGHT TO OFFSET FLOTATION MEDIUM SAND 1 )' 13. 14, 26063-(21230+5192) -359 LBS ` • 6.4 , FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE 15.255:(3). CONTRACTOR IS TO CALL AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 1000 GALLON PUMP CHAMBER 7. tNN $ POOL WEIGHT OF WATER DISPLACED 9.Ox5.25x(6.0)x64.0 18,144 LBS ,11,00.`, 8.6 X 24, a WEIGHT OF TANK PER MANUFACTURER 14,500 LBS. 8 16 OF WATER IN SUMP CPPpNAWEIGHT SLA90� 17. 8.1170.424.83x52-51,873 LBS / 12 i WEIGHT OF SOIL ON TOP 9.Ox&25x(11.5-10.5)x(115-64) 2409 LBS y / a• C APRON 8• CON • EXCESS WEIGHT TO OFFSET FLOTATION 18144-(14500+1673+2409) -608 LBS 8.2 LOT 3 20,605 f S. F. ILL 1 �. 7.4 •-7-8'" 6 Rj VER STREE R DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-2 A LOAMY SAND 10YR4/2 NO USED UNDER OR, WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 2-9 E LOAMY SAND 10YR5/1 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. 9-27 B LOAMY SAND 10YR4/6 5. NO DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 27-120 C MEDIUM SAND 2.5Y7/6 13. 14, AN ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND ACTUAL SIZE OF SEPTIC TANK 1500 GAL. SOIL CLASSIFICATION DESIGN PERCOLATION RATE S_3__ MIN./IN, EFFLUENT LOADING RATE A.Z4_ GAL./DAY/S.F. .LEACHING AREA 94&FB SQ FT. 2 X [(11X38)+(47X2X10/12)3 LEACHING CAPACITY (AREA X RATE) ,742,91 GAL,/DAY 94&66 X 0.74 RESERVE LEACHING CAPACITY 192.41 GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWNS RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. 3 ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF Tt.NYA ,, � DAIGNEA:.�T� No 1005 I " WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN R00iEo EEt 5� WATER ENCOUNTERED AT 9Y ELEV. _ __L$1_ - 10 FT. OF DRIVES OR .PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR, WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. MORTARED DETERMINATION PLACE. HAS BEEN MADE AS TO COMPLIANCE WITH 11, ALARM IS TO BE BOTH AUDIO AND VISUAL. BE INSTALLED. 5. NO DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 12. A ZABEL A1800 FILTER IS TO ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 13. 14, AN ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION 'DIG -SAFE" AT 1-888-344-7233 FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE 15.255:(3). CONTRACTOR IS TO CALL AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR BE WATERPROOFED AT 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL 15. SEPTIC TANK AND PUMP CHAMBER ARE TO AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. . THE .MANUFACTURER. EXISTING UTILITIES ARE TO BE DISCONNECTED, REMOVED ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF 16. ALL AND REPLACED WITH NEW SERVICES. THE DESIGN ENGINEER IMM „ T 1 17. EXISTING SEPTIC SYSTEM IS TO BE PUMPED AND REMOVED ALONG 8. PARCEL IS IN FLOOD ZONE +1 rrx AS PARCEL WITH ANY POLLUTED SOILS. 9, LOT IS SHOWN ON ASSESS&<a _34 __ _2M-,. 18. A 40 ML VINYL LINER IS TO BE INSTALLED WHERE SHOWN. ` APPROVED: BOARD OF HEALTH Tt.NYA ,, � DAIGNEA:.�T� No 1005 I " DATE AGENT PROPOSED SEPTIC DESIGN FOR JOHNSON HOLES 19 BASS RIVER PARKWAY SOUTH YAROUTH, MASS. ST3'E'%, ER LWGII`dEE7WG 235 GREAT WESTERN ROAD P, 0, BOX 713 983922 SOUTH DENNIS, MASS. 02661 SCALE 1 " c 2�' DATESEPT. 30, 20041 REV. .0B NQ. 5999-00 LOCATION MAP REV. SHEET 1 OF 1 R00iEo EEt 5� � MAIC / � 5 RIR / t PARKWAY ~ r R�Rysj' I Q ..' Y mcu DATE AGENT PROPOSED SEPTIC DESIGN FOR JOHNSON HOLES 19 BASS RIVER PARKWAY SOUTH YAROUTH, MASS. ST3'E'%, ER LWGII`dEE7WG 235 GREAT WESTERN ROAD P, 0, BOX 713 983922 SOUTH DENNIS, MASS. 02661 SCALE 1 " c 2�' DATESEPT. 30, 20041 REV. .0B NQ. 5999-00 LOCATION MAP REV. SHEET 1 OF 1