No preview available
HomeMy WebLinkAbout17 Doves Wing Road Proposed Septic Design (2)20 FT, MINIMUM FROM CELLAR 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE 2" PRESSURE PIPE ADVANTEX MANHOLE ,50 PSI MINIMUM MODEL AX -20; COVERS 1500 ELEV. _ II (TO BE SET ON A FIRM BASE) 2000 GALLON 1I SEPTIC TANK . SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE F , a P fi o \ \ N �\ I.= � { \ \ 36.77 / (' 36.30 36.05 I\ \ \ 34.81 35.65 5ti 38.11 \ 2" SCHEDULE 40 PVC PIPE MIN. PITCH 1/8" PER FT. CAP & MANHOLE- INSPECTION 2" LAYER OF VALVE COVERS CLEAN SAND PORT 1/8" TO 1/2" MANHOLE - WASHED STONE COVERS VENT-- 36.00 MAX. 33.75 MIN. R FILTER FABRIC REQUIRED / CAP & VALVE 3" DIA. PVC. MANIFOLD VALVE 3/8" DRILL - HOLE - CHECK VALVE 2" HOLE/ ELEY. �s93_ 3/4" TO 1 1/2" CLEAN DOUBLE WASHED STONE FREE OF FINES & SILT PUMP 4.00 4" CAST IRON PI PE CHAMBER OTHER • (OR EQUAL) MINIMUM ELEV. AT ALARM ON ROOTS ELEV. AT PUMP ON PITCH 1/4" PER FT. ELEV. AT PUMP OFF ALM - BOTTOM OF INSIDE PUMP CHAMBER _•�',�_ BOTTOM OF OUTSIDE PUMP CHAMBER _3230._ C ELEV. TOTAL ESTIMATED FLOW SOME K ( 110 GAL/6R./DAY X _,3._ BR.) -._330_ GAL./DAY LOAMY SAND REQUIRED SEPTIC TANK CAPACITY X04_ GAL. BIOTUBE 2000 GAL. SHEET 1 OF 1 FLOW LINE PUMP / ' DESIGN PERCOLATION RATE _<_$_ MIN./IN. PACKAGE E_ o ° o ° o MIN LEACHING AREA 1500 ELEV. _ II (TO BE SET ON A FIRM BASE) 2000 GALLON 1I SEPTIC TANK . SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE F , a P fi o \ \ N �\ I.= � { \ \ 36.77 / (' 36.30 36.05 I\ \ \ 34.81 35.65 5ti 38.11 \ 2" SCHEDULE 40 PVC PIPE MIN. PITCH 1/8" PER FT. CAP & MANHOLE- INSPECTION 2" LAYER OF VALVE COVERS CLEAN SAND PORT 1/8" TO 1/2" MANHOLE - WASHED STONE COVERS VENT-- 36.00 MAX. 33.75 MIN. R FILTER FABRIC REQUIRED / CAP & VALVE 3" DIA. PVC. MANIFOLD VALVE 3/8" DRILL - HOLE - CHECK VALVE 2" HOLE/ ELEY. �s93_ 3/4" TO 1 1/2" CLEAN DOUBLE WASHED STONE FREE OF FINES & SILT PUMP TEXTURE CHAMBER OTHER ELEV. AT INVERT INLET -340- ELEV. AT ALARM ON ROOTS ELEV. AT PUMP ON -�•�1-- ELEV. AT PUMP OFF ALM - BOTTOM OF INSIDE PUMP CHAMBER _•�',�_ BOTTOM OF OUTSIDE PUMP CHAMBER _3230._ / 34`il, 34.50 \ 36.53 36.81 34.06 l 34.05/ SOIL TES 2 4,V 0 R SER 1E SAS PUMP CHAMBER CALCULATIONS: REQUIRED FLOW PER CYCLE .25 X 330- 8250 GAL./CYCLE VOLUME PER CYCLE 82.50 GAL/CYCLE /7.48 GAL./CU. FT. _ -i1,_03 CU. FT./CYCLE VOLUME OF WATER IN FEED 3.14 X 0.00694 X _-A_- FT. _ 0.17 CU. FT. VOLUME OF WATER IN MANIFOLD 3.14 X 0.015625 X __5_ FT. _ -DM- CU. FT, TOTAL VOLUME OF WATER RETURNED -DA2- CU. FT, TOTAL MINIMUM VOLUME PER CYCLE 1L45- CU. FT. DISCHARGE JAL CU.FT. /34.67 CU.FT./FT. _ _03.1_ FT. (1000 G.S.T. STORAGE CAPACITY (--33Q-GAL./DAY/7.48 GAL/CU.FT./34.67 CU.FT./FT. _ _ 1.27 FT. _127- REQUIRED 150_ PROVIDED 36.81 49.00' _ - - 33.8 (� TEST 1 1 t 10 X 12 ryooQ v \ r DECK If B N• \ %\33.94 / 34 66 s 34.07 3 Q R00I LING 35.18 / x_35 6 35.15 J_ 32.18 50� 413.55 � 32.83 R Do v� vV//(/�j `9 LEGEND: I EXISTING SPOT ELEVATION 00=0 EXISTING CONTOUR ----00---- FINAL SPOT ELEVATION 00. { FINAL CONTOUR CU Sol TEST LOCATION I UTI'_ITY PO'_E -O- 1TOW'WATER W -W 1 CATCH BASIN \� GAS ,.!v r ' 32.1 36.35 2' FF LOT 1J 17,002 t S. F. • 34.35 1-1/2" LATERAL LINE 3/8" HOLES 0 5' O.C. ALTERNATE SIDES (6 11 AND 1 O'CLOCK) 3 - 3/8" DRAINAGE HOLES PER LATERAL 0 BEGINNING, MIDDLE & END (6 TOTAL) 3" PVC MANIFOLD DISTRIBUTION LATERALS AT 52" O.C. SIDE VIEW 110 DATE of soSLTEST OIL MTESa zoos _ ' G�7 SOIL TEST DONE BY SWEETSER EENGINEERING ! WITNESSED BY _P-K.NASd[? �- 0BSMVA-n0 N HOLE 1 ELEV 34.00 OSSMVATION HME 2 ELEV.=-34.80 Y PERCOLATION RATE <_6� MIN,/INCH AT 84- INCHES PERCOLATION RATE < MIN./INCH IN C HORIZON DEPTH HORIZ TEXTURE COLOR MOTT, OTHER 0-7 A LOAMY SAND 10YR4/2 NO ROOTS 7-12 B LOAMY SAND 10YR5/6 COBBLES 33.0031192 MEDIUM SAND 2.5Y7/4 *ELEV C MEDIUM SAND 2.5Y8/1 TOTAL ESTIMATED FLOW SOME ( 110 GAL/6R./DAY X _,3._ BR.) -._330_ GAL./DAY LOAMY SAND REQUIRED SEPTIC TANK CAPACITY X04_ GAL. ACTUAL SIZE OF SEPTIC TANK 2000 GAL. SHEET 1 OF 1 SOIL CLASSIFICATION -1__ ' DESIGN PERCOLATION RATE _<_$_ MIN./IN. `. o ° o ° o LEACHING AREA 15. e c LEACHING CAPACITY (AREA X RATE) -3M447 GAL/DAY v 14 STANDARD INFILTRATORS WITH RESERVE LEACHING CAPACITY RCI GAL./DAY WELL A1W 230 STONE IN AZ j e a 19.12 ZONE G 10.33 X 49' X 6 FIELD FORMATION 1. STAKE OUT SYSTEM. Z INDEX 23.3 2. PRIOR TO AND DURING THE SETTING OF THE TANKS. a ADJUST 2 8 SOIL ABSORPTION A 4. EXCAVATION OF THE SAS, PRIOR TO FILL PLACEMENT, SYSTEM (SAS) 5. INSTALLATION OF ALL PIPING. USGS PROBABLE WATER TABLE ELEV. = _12.30_ OBSERVED WATER TABLE (9/13/05) ELEV. _ _9.50- TEST HOLE 2, LOT 9 BOTTOM OF TEST HOLE ELEV. = -24,00_ PUMP CHAMBER CALCULATIONS: REQUIRED FLOW PER CYCLE .25 X 330- 8250 GAL./CYCLE VOLUME PER CYCLE 82.50 GAL/CYCLE /7.48 GAL./CU. FT. _ -i1,_03 CU. FT./CYCLE VOLUME OF WATER IN FEED 3.14 X 0.00694 X _-A_- FT. _ 0.17 CU. FT. VOLUME OF WATER IN MANIFOLD 3.14 X 0.015625 X __5_ FT. _ -DM- CU. FT, TOTAL VOLUME OF WATER RETURNED -DA2- CU. FT, TOTAL MINIMUM VOLUME PER CYCLE 1L45- CU. FT. DISCHARGE JAL CU.FT. /34.67 CU.FT./FT. _ _03.1_ FT. (1000 G.S.T. STORAGE CAPACITY (--33Q-GAL./DAY/7.48 GAL/CU.FT./34.67 CU.FT./FT. _ _ 1.27 FT. _127- REQUIRED 150_ PROVIDED 36.81 49.00' _ - - 33.8 (� TEST 1 1 t 10 X 12 ryooQ v \ r DECK If B N• \ %\33.94 / 34 66 s 34.07 3 Q R00I LING 35.18 / x_35 6 35.15 J_ 32.18 50� 413.55 � 32.83 R Do v� vV//(/�j `9 LEGEND: I EXISTING SPOT ELEVATION 00=0 EXISTING CONTOUR ----00---- FINAL SPOT ELEVATION 00. { FINAL CONTOUR CU Sol TEST LOCATION I UTI'_ITY PO'_E -O- 1TOW'WATER W -W 1 CATCH BASIN \� GAS ,.!v r ' 32.1 36.35 2' FF LOT 1J 17,002 t S. F. • 34.35 1-1/2" LATERAL LINE 3/8" HOLES 0 5' O.C. ALTERNATE SIDES (6 11 AND 1 O'CLOCK) 3 - 3/8" DRAINAGE HOLES PER LATERAL 0 BEGINNING, MIDDLE & END (6 TOTAL) 3" PVC MANIFOLD DISTRIBUTION LATERALS AT 52" O.C. SIDE VIEW 110 DATE of soSLTEST OIL MTESa zoos _ ' G�7 SOIL TEST DONE BY SWEETSER EENGINEERING ! WITNESSED BY _P-K.NASd[? �- 0BSMVA-n0 N HOLE 1 ELEV 34.00 OSSMVATION HME 2 ELEV.=-34.80 Y PERCOLATION RATE <_6� MIN,/INCH AT 84- INCHES PERCOLATION RATE < MIN./INCH IN C HORIZON DEPTH HORIZ TEXTURE COLOR MOTT, OTHER 0-7 A LOAMY SAND 10YR4/2 NO ROOTS 7-12 B LOAMY SAND 10YR5/6 COBBLES 12-120 C MEDIUM SAND 2.5Y7/4 COBBLES C MEDIUM SAND 2.5Y8/1 TOTAL ESTIMATED FLOW SOME ( 110 GAL/6R./DAY X _,3._ BR.) -._330_ GAL./DAY LOAMY SAND DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-5 A LOAMY SAND 10YR4/2 NO DESIGN CALCULATIONS 5-12 B LOAMY SAND 10YR6/4 3 COBBLES 12-120 C MEDIUM SAND 2.5Y8/1 TOTAL ESTIMATED FLOW COBBLES 3 NO WATER ENCOUNTERED AT ___IQ'-' ELEV. _ -24.0 NO WATER ENCOUNTERED AT _�(L"_ ELEV. _ __24H0 PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. i fFA7f" " T tBASN AAQV" J4VI ALARM IS TO BE BOTH AUDIO AND VISUAL. a DESIGN CALCULATIONS PROJECT LOCATION IDs, 12 DOVE'S i7ING ROAD,-YARIAOUTH zi NO WATER ENCOUNTERED AT ___IQ'-' ELEV. _ -24.0 NO WATER ENCOUNTERED AT _�(L"_ ELEV. _ __24H0 PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. \ fFA7f" " • tBASN AAQV" J4VI ALARM IS TO BE BOTH AUDIO AND VISUAL. a DESIGN CALCULATIONS PROJECT LOCATION IDs, 12 DOVE'S i7ING ROAD,-YARIAOUTH zi NUMBER OF BEDROOMS 3 ro tl 4 GARBAGE DISPOSAL UNIT_ S o. O TOTAL ESTIMATED FLOW SCALE = 20' ( 110 GAL/6R./DAY X _,3._ BR.) -._330_ GAL./DAY REV SED REQUIRED SEPTIC TANK CAPACITY X04_ GAL. ACTUAL SIZE OF SEPTIC TANK 2000 GAL. SHEET 1 OF 1 SOIL CLASSIFICATION -1__ ' DESIGN PERCOLATION RATE _<_$_ MIN./IN. `. EFFLUENT LOADING RATE 4=60- GAL./DAY/S.F. LEACHING AREA 506.17 $q. FL 15. 10.33 X 49 c LEACHING CAPACITY (AREA X RATE) -3M447 GAL/DAY v 506.17 X 0.66 RESERVE LEACHING CAPACITY RCI GAL./DAY IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER j e END VIEW PRESSURE PIPE OM PUMP CHAMBER 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. \ fFA7f" " • tBASN AAQV" J4VI ALARM IS TO BE BOTH AUDIO AND VISUAL. (+A•�J THE SUBSURFACE DISPOSAL OF SEWAGE. PROJECT LOCATION IDs, 12 DOVE'S i7ING ROAD,-YARIAOUTH 12. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO ro tl 4 FINISHED GRADE. S o. O 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF SCALE = 20' WIYHSTANDING H-20 LOADING. - ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND REV SED 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL - BE MORTARED IN PLACE. 5.0' SHEET 1 OF 1 5.0' LOCATION MAP REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO ADVANTEX AX -20 FILTER\ /��\_,2000 GALLC O � �'��'Ca SEPTIC TAN PUMP CHAMBER 0 n x Lor 1 J- N , y TOP VIEW NOTES: a 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. \ fFA7f" " • tBASN AAQV" J4VI ALARM IS TO BE BOTH AUDIO AND VISUAL. (+A•�J THE SUBSURFACE DISPOSAL OF SEWAGE. PUMP CHAMBER 0 n x Lor 1 J- N , y TOP VIEW NOTES: a 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. • TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR ALARM IS TO BE BOTH AUDIO AND VISUAL. THE SUBSURFACE DISPOSAL OF SEWAGE. PROJECT LOCATION IDs, 12 DOVE'S i7ING ROAD,-YARIAOUTH 12. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO s FINISHED GRADE. THAT THERE IS NO INFILTRATION OF GROUNDWATER INTO FACILITIES. ' 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF SCALE = 20' WIYHSTANDING H-20 LOADING. - ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND REV SED 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL - BE MORTARED IN PLACE. SHEET 1 OF 1 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WTH LOCATION MAP REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. EXISTING SEPTIC FACILITIES ARE TO BE PUMPED AND REMOVED. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 15. IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. TO BE SET ON A FIRM BASE OR 3/4" TO 1 1/2" STONE 6" THICK. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION CONTRACTOR IS TO CONTACT THE DESIGN ENGINEER FOR THE IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE G 1. STAKE OUT SYSTEM. 9. LOT IS SHOWN ON ASSESSORS MAP --10- AS PARCEL C.• `S8IPROJ\6250,--*s0}0(dwwg�62255{0�•-•FDOSAS.DWO 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. LOCUS z Z c� N F qT o ® STS Rw�E 6 • 11. ALARM IS TO BE BOTH AUDIO AND VISUAL. PROJECT LOCATION IDs, 12 DOVE'S i7ING ROAD,-YARIAOUTH 12. SEPTIC TANK AND PUMP CHAMBER ARE TO BE TESTED TO INSURE SF'EETS'ER ENGD7LZ7WG 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 THAT THERE IS NO INFILTRATION OF GROUNDWATER INTO FACILITIES. ' DATE JU LY 21, 2006 SCALE = 20' 13. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND REV SED - FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE SHEET 1 OF 1 LOCATION MAP REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). REV SED 14. EXISTING SEPTIC FACILITIES ARE TO BE PUMPED AND REMOVED. 15. THE SEPTIC TANKS AND PUMP CHAMBER ARE TO BE SET ON A FIRM BASE OR 3/4" TO 1 1/2" STONE 6" THICK. 16.THE CONTRACTOR IS TO CONTACT THE DESIGN ENGINEER FOR THE FOLLOWING MINIMUM INSPECTIONS: 1. STAKE OUT SYSTEM. 2. PRIOR TO AND DURING THE SETTING OF THE TANKS. 3. IF BUILDING DEBRIS OR STUMPS ARE ENCOUNTERED DURING EXCAVATION. 4. EXCAVATION OF THE SAS, PRIOR TO FILL PLACEMENT, 5. INSTALLATION OF ALL PIPING. 6. COMPLETION OF SEPTIC SYSTEM, PRIOR TO BACKFILL 17. CONTRACTOR TO HAUL ALL POLLUTED STONE, SAND, DEBRIS TO A SUITABLE DISPOSAL SITE. 18. PUMP IS TO BE A MEYERS SRM 4 4/10 HP (W/31 GPM CAPACITY & 14.5 HEAD) OR EQUAL. Yarmouth Health Department APPROVED 4Lt V-" CS S F=[ a Date JUL 2 5 2006 APPROVED: BOARD OF HEALTH HEALTH DEPT. tOF Hk4sq, DATE AGENT C.• `S8IPROJ\6250,--*s0}0(dwwg�62255{0�•-•FDOSAS.DWO 02006 SWEETSER ENGINEERINu I LOCUS z Z c� N F qT o ® STS Rw�E 6 PROPOSED SEPTIC DESIGN FOR NETT ENGLAND CARPENTRY _ PROJECT LOCATION IDs, 12 DOVE'S i7ING ROAD,-YARIAOUTH SF'EETS'ER ENGD7LZ7WG 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 DATE JU LY 21, 2006 SCALE = 20' JOB N0. 6250 00 REV SED SHEET 1 OF 1 LOCATION MAP REV SED C.• `S8IPROJ\6250,--*s0}0(dwwg�62255{0�•-•FDOSAS.DWO 02006 SWEETSER ENGINEERINu I I