The URL can be used to link to this page

Home My WebLink About7 Doves Wing Road Proposed Septic Design 2_Il540_ VALVE NO WATER ENCOUNTERED AT 120' ELEV. _ _-Mqp NO WATER ENCOUNTERED AT -168= ELEV. 1500 SYSTEM (SAS) li ELEV. = GAL. PUMP DEPTH HORIZ TEXTURE A. MOTT. MODEL AX -20 0-34 FILL • NO VALVE 3" DIA. PVC. 35.00 1 z ) I i ROOTS 41-60 B LOAMY SAND 10YR5/8 _ 20 FT. MINIMUM FROM CELLAR SOIL TEST 4" CAST IRON PIPE 1DYR7/8 10YR7/6 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE MANHOLE INSPECTION : CAP do COVERS CLEAN SAND VALVE DATE OF SOIL TEST SEPTEMBER 3 2005 VALVE o e 2" HOLE 2.5Y8/3 - 2" LAYER OF ------'-- PORT MANHOLE SIL TEST DONE BY SWEETSER ENGINEERING TOP OF iOUNDATION 1/8" TO 1/2" COVERS BOTTOMVOLUME OF WATER IN MANIFOLD 3.14 X 0.015625 X ,5_ FT. 8.?,8_ CU. FT. BOTTOM OF OUTSIDE PUMP CHAMBER -,14,1`4_ e EQUAL) MINIMUM r 2" SCHEDULE 40 PVC PIPE VENT WITNESSED BY _A, VQN�QUL__�- ELEV. _ _38.00_ ' 10•FT. MINIMUM MIN. PITCH 1/8" PER FLS MAX.MiN• WASHED STONE REQUIRED EVa 36.00 2" PRESSURE PIPE QSV A ON HOLE 1 E L 08S'�RVAiION HOLE 2 ELEV.= 38.80 ADVANIrY 150 PSI MINIMUM CAP k PERCOLATION RATE < 2 MIN./NCH AT 80 _INCHES PERCOLATON RATE < 2 MIN/NCH tN C4 HOR b B4-120 C3 _Il540_ VALVE NO WATER ENCOUNTERED AT 120' ELEV. _ _-Mqp NO WATER ENCOUNTERED AT -168= ELEV. 1500 SYSTEM (SAS) li ELEV. = GAL. PUMP DEPTH HORIZ TEXTURE COLOR MOTT. MODEL AX -20 0-34 FILL MANHOLE COVERS NO VALVE 3" DIA. PVC. 35.00 1 z ) 10-16 ROOTS 41-60 B LOAMY SAND 10YR5/8 _ 3.00 4" CAST IRON PIPE 1DYR7/8 10YR7/6 d\ VALVE o e 2" HOLE 2.5Y8/3 COBBLES BOTTOMVOLUME OF WATER IN MANIFOLD 3.14 X 0.015625 X ,5_ FT. 8.?,8_ CU. FT. BOTTOM OF OUTSIDE PUMP CHAMBER -,14,1`4_ FINE SAND EQUAL) MINIMUM TOTAL VOLUME OF WATER RETURNED 8,42_ CU. FT. B4-120 C3 SILT LOAM ''xo 20-168 C4 MEDIUM/ STORAGE CAPACITY (-MG-GAL./DAY/7.48 GAL/CU.FT./34.67 CU.FT./FT,� e FT. SHEET 1 OF FT.PITCH 1/4(OR : '- _x,27 0 _1"2Z_ REQUIRED _254_ PROVIDED FINE SAND __a cc ELEV.PER e o a oy a of a., a • o ELEV. # ELEV. 2" HOLE ELEV. a 3/8" DRILL 92- 14 STANDARD INFILTRATORS WITH BIOTUBE HOLE 3/4" TO 1 1/2" CLEAN STONE 1N A z WELL A1W 230 FLOW LINE L' PUMP N DOUBLE WASHED STONE 10.33' X46' X 8• FIELD FORMATION g 21.12 ZONE. C ELEV. � FREE OF FIN&SILTA INDEX e10 i CHECK ADJUST _Il540_ VALVE NO WATER ENCOUNTERED AT 120' ELEV. _ _-Mqp NO WATER ENCOUNTERED AT -168= ELEV. 1500 SYSTEM (SAS) li ELEV. = GAL. PUMP DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-34 FILL 0-10 NO LOAMY SAND 34-41 A LOAMY SAND t0YR3/2 10-16 ROOTS 41-60 B LOAMY SAND 10YR5/8 _ ROOTS 60-120 C MEDIUM/ 1DYR7/8 10YR7/6 d\ FINE S NO I, C2 MEDIUM/ 2.5Y8/3 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-10 A LOAMY SAND 10YR3/3 NO ,-ROOTS PROJECT LOCATION LOT 16 DOVE'S TING ROAD, YARMOUTH 10-16 8 LOAMY SAND 10YR5/6 _ 16-66 Cl LOAMY SAND 10YR7/6 d\ 66-84 C2 MEDIUM/ 2.5Y8/3 COBBLES BOTTOMVOLUME OF WATER IN MANIFOLD 3.14 X 0.015625 X ,5_ FT. 8.?,8_ CU. FT. BOTTOM OF OUTSIDE PUMP CHAMBER -,14,1`4_ FINE SAND TOTAL VOLUME OF WATER RETURNED 8,42_ CU. FT. B4-120 C3 SILT LOAM 5.0' 20-168 C4 MEDIUM/ STORAGE CAPACITY (-MG-GAL./DAY/7.48 GAL/CU.FT./34.67 CU.FT./FT,� e FT. SHEET 1 OF _x,27 0 _1"2Z_ REQUIRED _254_ PROVIDED FINE SAND DRAINAGE HOLES PER LATERAL ® BEGINNING, MIDDLE & END (6 TOTAL) 3" PVC MANIFOLD DISTRIBUTION LATERALS 7 AT 52" D.C. SIDE VIEW 2" PRS F 1-1/2" LATERAL LINE 3/8" HOLES 0 5' O.C. ALTERNATE SIDES (0 11 AND 1 O'CLOCK) END VIEW SSURE PIPE FROM (PUMP CHAMBER _ I i i 1 i j,ocvs ? z z C�F9r y o ( CST 6 -'0- USGS PROBABLE WATER TABLE ELEV. _ 1230 CHAMBER OBSERVED WATER TABLE (9/13/05) ELEV. - 9.50 TEST HOLE 2, LOT 9 (TO BE SET ON A FIRM BASE) PROJECT LOCATION LOT 16 DOVE'S TING ROAD, YARMOUTH BOTTOM OF, TEST HOLE ELEV. = -24,54_ 2000 GALLON ELEV. AT INVERT INLET 3144_ PUMP CHAMBER CALCULATIONS: c� T ELEV. AT ALARM ON �,2' Q - SEPTIC TANK ELEV. AT PUMP ON REQUIRED FLOW PER CYCLE .25 X 330 _82.50 GAL./CYCLE d\ _�j�¢i_ SEWAGE DISPOSAL SYSTEM PROFILE ELEV. AT PUMP OFF _$1.58_ VOLUME PER CYCLE �25Q GAL/CYCLE /7,48 GAL./CU. FT. _ _i1:0 CU. FT./CYCLE ; DATE JAN. 11, 2006 NOT TO SCALE BOTTOM OF INSIDE PUMP CHAMBER -mm-VOLUME OF WATER IN FEED 3.14 X 0.00694 X __8_ FT. _ _J2- CU. FT. BOTTOMVOLUME OF WATER IN MANIFOLD 3.14 X 0.015625 X ,5_ FT. 8.?,8_ CU. FT. BOTTOM OF OUTSIDE PUMP CHAMBER -,14,1`4_ TOTAL VOLUME OF WATER RETURNED 8,42_ CU. FT. JOB N0. 6250-00 5.0' TOTAL MINIMUM VOLUME PER CYCLE _ll 45- CU. FT. 5.0' DISCHARGE _IL45- CU.FT. /34.67 CU.FT./FT, a Q3,}_ FT. (1000 G.S.T. LOCATION MAP STORAGE CAPACITY (-MG-GAL./DAY/7.48 GAL/CU.FT./34.67 CU.FT./FT,� e FT. SHEET 1 OF _x,27 0 _1"2Z_ REQUIRED _254_ PROVIDED DRAINAGE HOLES PER LATERAL ® BEGINNING, MIDDLE & END (6 TOTAL) 3" PVC MANIFOLD DISTRIBUTION LATERALS 7 AT 52" D.C. SIDE VIEW 2" PRS F 1-1/2" LATERAL LINE 3/8" HOLES 0 5' O.C. ALTERNATE SIDES (0 11 AND 1 O'CLOCK) END VIEW SSURE PIPE FROM (PUMP CHAMBER _ I i i 1 i j,ocvs ? z z C�F9r y o ( CST 6 PROPOSED SEPTIC DESIGN FOR DUBLIN CONSTRUCTION, INC. PROJECT LOCATION LOT 16 DOVE'S TING ROAD, YARMOUTH s 7235 GREAT ESTERNROAD 398-3922 SOUTH DENDENNIS, 02660 9 M � d\ O DATE JAN. 11, 2006 1 SCALE JOB N0. 6250-00 5.0' 5.0' LOCATION MAP REVISED 1 TOP VIEW , I I I j i 0 DESIGN CALCULATIONS NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT TOTAL ESTIMATED FLOW ( 110 GAL/BR./DAY X 3 SR.) REQUIRED SEPTIC TANK CAPACITY ACTUAL SIZE OF SEPTIC TANK SOIL CLASSIFICATION DESIGN PERCOLATION RATE EFFLUENT LOADING RATE LEACHING AREA 10.33 X 48 LEACHING CAPACITY (AREA X RATE) 475.18 X 0.74 RESERVE LEACHING CAPACITY 3 --w- --3M- GAL./DAY _554 GAL. 2000 GAL _ MIN./IN. 4Z4_ GAL/DAY/S.F. AM 18 S0. FL y%IA3. GAL./DAY X1,43 GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE, 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF NYHSTANDING H-20 LOADING. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE 9. LOT IS SHOWN ON ASSESSORS MAP X09 AS PARCEL 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. _ 11. ALARM IS TO BE BOTH AUDIO AND VISUAL 12. SEPTIC TANK AND PUMP CHAMBER ARE TO BE TESTED TO INSURE THAT THERE IS NO'INF'ILTRATiON OF GROUNDWATER INTO FACILITES_ 13. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). 14. EXISTING SEPTIC FACILITIES ARE TO BE PUMPED AND REMOVED. 15. THE SEP71C 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 do 14.5' HEAD) OR EQUAL. AT /� + i I }54 " APPROVED: BOARD OF HEALTH DATE Ar.FMT RDDKG 0'2 Fir [_mt+ j,ocvs ? z z C�F9r y o ( CST 6 PROPOSED SEPTIC DESIGN FOR DUBLIN CONSTRUCTION, INC. PROJECT LOCATION LOT 16 DOVE'S TING ROAD, YARMOUTH s 7235 GREAT ESTERNROAD 398-3922 SOUTH DENDENNIS, 02660 DATE JAN. 11, 2006 1 SCALE JOB N0. 6250-00 R 4 LOCATION MAP REVISED SHEET 1 OF RDDKG 0'2 Fir [_mt+