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Home My WebLink About83-1595BENCHMARK 4" SCHEDULE 40 PVC PIPE TOP .OF FOUNDATION 20 FT. MINIMUM FROM CELLAR MIN. PITCH 1/8" PER FT. - _9._04 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWV. L SPACE ELEV. = 2" PRESSURE PIPE (ASSUMED) 150 PSI MINIMUM ES_.90 CONCRETE -7 - -- I COVERS 24" MANHOLE CLEAN SAND 10.00 MAX. 8.93 2" LAYER OF 1/8" TO 1/2" WASHED STONE VENT 9.68 MIN. Z I 1 CU. FT. OF �i CONCRETE . ! ANCHOR m to ELEV. 2.50 4" CAST IRON PIPE (OR EQUAL) MINIMUM I - COLOR MOTT. OTHER 2'0" ° ° ° ° INSIDE FACE IS TO BE 10YR3/3 NO ROOTS 2-22 B FT. 10YR5/8 ROOTS - ; 0� ASPHALT COATED AND 10YR6/8 NOTES: 6X1 1 30,962 LBS. PITCH 1 /4" PER ABEL A1600 I ER LEVEL ELEV. 6" SUMP 8.53 ELEV. _ ° - _ = ,. 7_60 ELEV. _ _ HAVE 6 ML. POLY ATTACHED F 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. WEIGHT OF 12" CONCRETE WEIGHT OF WATER IN SUMP 12" CONCRETE ______ 8.17X4.42X0.83X625 BOTTOM OF TEST HOLE ELEV. = 0.42 _ REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. ELEV. 3_ REVISED FLOW LINE 25080 + 6750 - 30952 688 LBS ELEV. AT INVERT INLET 8'70 PUMP CHAMBER CALCULATIONS: LEGEND: GARBAGE DISPOSAL UNIT NO 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF SEWAGE 10" a.®o _ 3-55 REQUIRED FLOW PER CYCLE .25 X __i3_Q = � ' GAL./CYCLE DISTRIBUTION ELEV. = TOTAL ESTIMATED FLOW (110 GAL/BR./DAY X 3 BR.) 330 GAL./DAY STEEL STRENGTH TO BE REPLUMBED AS ELEV. 8_5_4 __ TMIN. I VOLUME PER CYCLE 82.5 GAL/CYCLE /7.48 CAL./CU. FT. = 11.03_ CU. FT./CYCLE FINAL SPOT ELEVATION 00. 3/8" DRILL & BOX 4 HIGHCAPACITY STONE INFILTRATORS ? 4'� Fy 60,000 PSI CONCRETE STRENGTH NEEDED BY LICENSED 1_90- 1.40_ GAS BAFFLE N CAPACITY OF SEPTIC TANK HOLE TO BE WATER TESTED 11 X34 X 10 TRENCH FORMATION WELL MIW 29 TANK 3,400 PSI PLUMBER ELEV. _ _6.25 - ELEV. _ _8_00 o (TO BE PLACED ON FIRM BASE) 3/4" TO 1. 1/2" SOIL ABSORPTION n ZONE A INDEX 9.7 7- 14� DISCHARGE 11,_51_ CU. FT. / 36.11 CU.FT./FT. _ _0.32 FT. (1000 G.S.T.) _ STORAGE CAPACITY (-Z34L GAL/DAV /7.46 GAL./CU.FT./36.11 CU.FT./FT. _ _1_�_ OUTLET -- -' CHECK VALVE WASHED STONE SYSTEM (SAS) ADJUST 27 ELEV. a� _l•-22- REQUIRED 2.00 PROVIDED (10\ CATCH BASIN V�7 LIQUID A.74_ GAL./DAY/S.F. 1/2 ADJUST 14"FRT FF (TO BE PLACED ON FIRM BASE) 14 INCHES I SOIL TEST DATE OF SOIL TEST�14�ggg___ SOIL TEST DONE BY ,SV CT.$Lj ENGINLEgING WITNESSED BY OBSERVATION HOLE 1 ELEV.-_ 6_25 _ PERCOLATION RATE < 2 MIN./INCH AT _ 36 INCHES DEPTH HORIZ I TEXTURE COLOR MOTT. OTHER 0-5 Ap LOAMY SAND 10YR3/3 NO ROOTS 2-22 B LOAMY SAND 10YR5/8 ROOTS 22-70 C MEDIUM SAND 10YR6/8 NOTES: [y 1 T PUMP CHAMBER Rl U LOT 27 SHED AREA=9,000E S.F. .o o 0 iso TE C VEN 18 00' _ PUMP SWITCHES DETAIL ALARM ON 3.90 PUMP ON 3.55 13 13/16' 1.15' PUMP OFF3.23 110' 240 0.833 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 18. THE HAYBALE WORKLIMITIS TO BE PLACED BEFORE ANY OTHER 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL WORK COMMENCES ON SITE. BE MORTARED IN PLACE. 19. THE CONTRACTOR IS TO SUPPLY AND PLACE ANY SHORING WHERE 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH _ ,NEEDED TO PROTECT HU!LD!NG AND APUTTNG PROPERTY. _ DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 20. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS: OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. A. SOIL ABSORPTION SYSTEM LESS THAN 50' FROM WETLAND.(t00' TOWN) 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS B. SOIL ABSORPTION SYSTEM LESS THAN 10' FROM LOT LINE. PRIOR TO COMMENCING WORK ON SITE. C. SOIL ABSORPTION SYSTEM LESS THAN 5' ABOVE WATER TABLE. 7, CONTRACTOR IS -0 VER'EY GRADES AND ELEVATIONS AS WELL AS D. USE OE ONLY HALF THE WATER TAB_E ADJUSTMENT. SITE CONDITIONS PR:OR TO COMMENCING WORK ON SITE. ANY VARIATION E. SEPTIC TANK AND PUMP CHAMBER LESS THAN 10' FROM BUILDING. IS TO BE BROUGHT TO 7wE ATTENTION OF THE DESIGN ENGINEER F. SEPTIC TANK AND PUMP CHAMBER LESS THAN 1C' FROM LOT LINE. IMMEDIATELY. G. NO RESERVE AREA. 8. PARCEL IS IN FLOOD ZONE Ajj_j�E_LL.. 1j0) P oC 9. LOT IS SHOWN ON ASSESSORS MAP __34___ AS PARCEL X219__ g2 10. PUMP AND ALARM E ON 11. ALARMISTOBE BOTH AUDIO AND VISUAL. CIRCUITS. 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. 13. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM. O 14. ALL UNSUITABLE MAT r'!AL SHALL BE REMOVED FROM UNDER AND qZ FOR A MINIMUM 07 5' AROUND SOIL ABSORPTION SYSTEM AND BE m0 REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). _ „y ,r c.;, --i5. SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATERPROOFED AT Ylaa „ 1' 141r ", E MANUFACTURER. r` 'F°i' 1E EXISTING CESSPOOLS ARE TO BE PUMPED AND REMOVED. vruox . =1 7 APDISTURBED AREAS ARE GE PROVED: OARD OF HEALTH DATE AGENT 5 FEET 5 FEET 19 INCHES 24 INCHES 2000 GALLON MYERS MHV 4 OR 5 PUMP (OR EQUAL) INUNDATION) CLEANOUTC.O. 1/2 USGS PROBABLE WATER TA13LE ELEV. = 3.60 USGS PROBABLE WATER TABLE ELEV. = 4•�_ WALL SCHEMATIC WATER ENCOUNTERED AT 48"__ ELEV. = 2.25 LOC LOT 27, 70 BREEZY POINT ROAD SOUTH YARMOUTH MASS 6 FEET 34 INCHES SEPTIC TANK CHAMBER g" CONCRETE (H-20) Z_25 (SEE CONSTRUCTION PLANS) DESIGN CALCULATIONS NOTES: 6X1 1 30,962 LBS. 9X5.28XSX64 18,144 LBS SCALE 1 " = 20' ` WEIGHT OF TANK PER MANUFACTURER 25,080 LBS. OBSERVED WATER TABLE (2/14/02) ELEV. = 14.500 LBS 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. WEIGHT OF 12" CONCRETE WEIGHT OF WATER IN SUMP 12" CONCRETE 5X10XIX135 8,750 LBS. 8.17X4.42X0.83X625 BOTTOM OF TEST HOLE ELEV. = 0.42 _ REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NUMBER OF BEDROOMS 3_ REVISED 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO 25080 + 6750 - 30952 688 LBS ELEV. AT INVERT INLET 5.90 PUMP CHAMBER CALCULATIONS: LEGEND: GARBAGE DISPOSAL UNIT NO 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF SEWAGE ELEV. AT ALARM ON DISPOSAL SYSTEM PROFILE ELEV. AT PUMP ON a.®o _ 3-55 REQUIRED FLOW PER CYCLE .25 X __i3_Q = � ' GAL./CYCLE EXISTING SPOT ELEVATION 00,0 EXISTING CONTOUR ----00---- TOTAL ESTIMATED FLOW (110 GAL/BR./DAY X 3 BR.) 330 GAL./DAY NOT TO SCALE ELEV. AT PUMP OFF _3.23 VOLUME PER CYCLE 82.5 GAL/CYCLE /7.48 CAL./CU. FT. = 11.03_ CU. FT./CYCLE FINAL SPOT ELEVATION 00. REQUIRED SEPTIC TANK CAPACITY ACTUAL SIZE OF SEPTIC TANK 880 GAL. X009 GAL. BOTTOM OF INSIDE PUMP CHAMBER 1_90- 1.40_ VOLUME OF WATER IN PIPE 3.14 X 0.00694 X FT,. 0.48_ CU. FT. FINAL CONTOUR SOIL TEST CAPACITY OF SEPTIC TANK �$_ GAL. CAPACITY OF SEPTIC TANK BOTTOM OF OUTSIDE PUKW CHAMBER TOTAL MINIMUM VOLUME PER CYCLE _ 11M CU. FT, LOCATION SOIL CLASSIFICATION 5X10X(5.33- 1_00 )X7.48 = 1819__ GALLONS DISCHARGE 11,_51_ CU. FT. / 36.11 CU.FT./FT. _ _0.32 FT. (1000 G.S.T.) _ STORAGE CAPACITY (-Z34L GAL/DAV /7.46 GAL./CU.FT./36.11 CU.FT./FT. _ _1_�_ UTILITY POLE -0 FT. TOWN WATER �W�W DESIGN PERCOLATION RATE <_ ',f_ MW./IN. _l•-22- REQUIRED 2.00 PROVIDED (10\ CATCH BASIN V�7 EFFLUENT LOADING RATE LEACHING ARCA A.74_ GAL./DAY/S.F. [y 1 T PUMP CHAMBER Rl U LOT 27 SHED AREA=9,000E S.F. .o o 0 iso TE C VEN 18 00' _ PUMP SWITCHES DETAIL ALARM ON 3.90 PUMP ON 3.55 13 13/16' 1.15' PUMP OFF3.23 110' 240 0.833 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 18. THE HAYBALE WORKLIMITIS TO BE PLACED BEFORE ANY OTHER 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL WORK COMMENCES ON SITE. BE MORTARED IN PLACE. 19. THE CONTRACTOR IS TO SUPPLY AND PLACE ANY SHORING WHERE 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH _ ,NEEDED TO PROTECT HU!LD!NG AND APUTTNG PROPERTY. _ DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 20. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS: OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. A. SOIL ABSORPTION SYSTEM LESS THAN 50' FROM WETLAND.(t00' TOWN) 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS B. SOIL ABSORPTION SYSTEM LESS THAN 10' FROM LOT LINE. PRIOR TO COMMENCING WORK ON SITE. C. SOIL ABSORPTION SYSTEM LESS THAN 5' ABOVE WATER TABLE. 7, CONTRACTOR IS -0 VER'EY GRADES AND ELEVATIONS AS WELL AS D. USE OE ONLY HALF THE WATER TAB_E ADJUSTMENT. SITE CONDITIONS PR:OR TO COMMENCING WORK ON SITE. ANY VARIATION E. SEPTIC TANK AND PUMP CHAMBER LESS THAN 10' FROM BUILDING. IS TO BE BROUGHT TO 7wE ATTENTION OF THE DESIGN ENGINEER F. SEPTIC TANK AND PUMP CHAMBER LESS THAN 1C' FROM LOT LINE. IMMEDIATELY. G. NO RESERVE AREA. 8. PARCEL IS IN FLOOD ZONE Ajj_j�E_LL.. 1j0) P oC 9. LOT IS SHOWN ON ASSESSORS MAP __34___ AS PARCEL X219__ g2 10. PUMP AND ALARM E ON 11. ALARMISTOBE BOTH AUDIO AND VISUAL. CIRCUITS. 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. 13. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM. O 14. ALL UNSUITABLE MAT r'!AL SHALL BE REMOVED FROM UNDER AND qZ FOR A MINIMUM 07 5' AROUND SOIL ABSORPTION SYSTEM AND BE m0 REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). _ „y ,r c.;, --i5. SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATERPROOFED AT Ylaa „ 1' 141r ", E MANUFACTURER. r` 'F°i' 1E EXISTING CESSPOOLS ARE TO BE PUMPED AND REMOVED. vruox . =1 7 APDISTURBED AREAS ARE GE PROVED: OARD OF HEALTH DATE AGENT CESSPOOL O C.P. 11X34)+(45X2X70/12) =�� S0. FT. BUOYANCY CALCULATIONS: INUNDATION) CLEANOUTC.O. LEACHING CAPACITY (AREA X RATE) 33228 GAL./DAY (FULL LOC LOT 27, 70 BREEZY POINT ROAD SOUTH YARMOUTH MASS 449.00 X 0.74 2000 GALLON SEPTIC TANK (H-20) 1000 GALLON PUMP CHAMBER (H-20) RESERVE LEACHING CAPACITY NONE GAL./DAY W DISPLACED WEIGHT 4 WEIGHTDISPLACED NOTES: 6X1 1 30,962 LBS. 9X5.28XSX64 18,144 LBS SCALE 1 " = 20' ` WEIGHT OF TANK PER MANUFACTURER 25,080 LBS. WEIGHT OF TANK PER MANUFACTURER 14.500 LBS 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. WEIGHT OF 12" CONCRETE WEIGHT OF WATER IN SUMP TITLE 5 AND THE TOWN OF __YARMQUM ___ RULES AND 5X10XIX135 8,750 LBS. 8.17X4.42X0.83X625 1,873 LBS REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. EXCESS WEIGHT TO OFFSET FLOTATION WEIGHT OF 6" CONCRETE REVISED 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO 25080 + 6750 - 30952 688 LBS 8.170.42X0.5XI35 2437 LBS. WITHIN 6" OF FINISHED GRADE. EXCESS WEIGHT TO OFFSET FLOTATION 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 14500+1873+2437-18144 666 LBS WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN [y 1 T PUMP CHAMBER Rl U LOT 27 SHED AREA=9,000E S.F. .o o 0 iso TE C VEN 18 00' _ PUMP SWITCHES DETAIL ALARM ON 3.90 PUMP ON 3.55 13 13/16' 1.15' PUMP OFF3.23 110' 240 0.833 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 18. THE HAYBALE WORKLIMITIS TO BE PLACED BEFORE ANY OTHER 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL WORK COMMENCES ON SITE. BE MORTARED IN PLACE. 19. THE CONTRACTOR IS TO SUPPLY AND PLACE ANY SHORING WHERE 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH _ ,NEEDED TO PROTECT HU!LD!NG AND APUTTNG PROPERTY. _ DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 20. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS: OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. A. SOIL ABSORPTION SYSTEM LESS THAN 50' FROM WETLAND.(t00' TOWN) 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS B. SOIL ABSORPTION SYSTEM LESS THAN 10' FROM LOT LINE. PRIOR TO COMMENCING WORK ON SITE. C. SOIL ABSORPTION SYSTEM LESS THAN 5' ABOVE WATER TABLE. 7, CONTRACTOR IS -0 VER'EY GRADES AND ELEVATIONS AS WELL AS D. USE OE ONLY HALF THE WATER TAB_E ADJUSTMENT. SITE CONDITIONS PR:OR TO COMMENCING WORK ON SITE. ANY VARIATION E. SEPTIC TANK AND PUMP CHAMBER LESS THAN 10' FROM BUILDING. IS TO BE BROUGHT TO 7wE ATTENTION OF THE DESIGN ENGINEER F. SEPTIC TANK AND PUMP CHAMBER LESS THAN 1C' FROM LOT LINE. IMMEDIATELY. G. NO RESERVE AREA. 8. PARCEL IS IN FLOOD ZONE Ajj_j�E_LL.. 1j0) P oC 9. LOT IS SHOWN ON ASSESSORS MAP __34___ AS PARCEL X219__ g2 10. PUMP AND ALARM E ON 11. ALARMISTOBE BOTH AUDIO AND VISUAL. CIRCUITS. 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. 13. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM. O 14. ALL UNSUITABLE MAT r'!AL SHALL BE REMOVED FROM UNDER AND qZ FOR A MINIMUM 07 5' AROUND SOIL ABSORPTION SYSTEM AND BE m0 REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). _ „y ,r c.;, --i5. SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATERPROOFED AT Ylaa „ 1' 141r ", E MANUFACTURER. r` 'F°i' 1E EXISTING CESSPOOLS ARE TO BE PUMPED AND REMOVED. vruox . =1 7 APDISTURBED AREAS ARE GE PROVED: OARD OF HEALTH DATE AGENT 5344-OO.ON'0 $ ao�j� 2 WILLOW rl LOCUS o - PROPOSED SEPTIC DESIGN FOR ED KOWALSKI LOC LOT 27, 70 BREEZY POINT ROAD SOUTH YARMOUTH MASS Si3WEETSER ENGINEERING 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 DAA M AR. 29, 2002 SCALE 1 " = 20' JOB N0. 0344-00 REVISED 7 LOCATION MAP REVISED SHEET 1 OF 1 5344-OO.ON'0 BENCHMARK 20 FT. MINIMUM FROM CELLAR TOP OF FOUNDATION 10 FT. MINIMUM FROM SLAB OR CRAWL SF ELEV. = 9 _ 10 FT. MINIMUM 2" PRESSURE PIPE (ASSUMED) 150 PSI MINIMUM - CONCRETE --7 COVERS / 24" MANHOL 4" CAST IRON PIPE 2-501 I I POTION EQUAL) 1 /4PER FTM LEV. I NEEDED BYTO BE LLICENSEDUMeSI �EELEV =6_8.25_ .I UE IN. BAGAS FFLE BE PLACED ON FIRM BASE) 4" SCHEDULE 40 PVC PIPE MIN. PITCH 1/8" PER FT.- ELEV. 5.90 ELEV. = J6" SUMP LELEV. _ &70_ DISTRIBUTION ELEV. _ 3/B" DRILL BOX -&43_-/ - HOLE TO BE WATER TESTED (TO BE PLACED ON FIRM BASE) CHECK 3/4" TO 1 1/2" VALVE WASHED STONE CLEAN SAND 2" LAYER OF HORIZ TEXTURE COLOR MOTT. 1/8" TO 1/2" 0-5 Ap LOAMY SAND 10YR3/3 10.00 MAX WASHED STONE VENT 2-22 8 LOAMY SAND 9.88 MIN. WEIGHT OF WATER DISPLACED ROOTS 22-70 C MEDIUM SAND 1 CU. FT. OF OBSERVED WATER TABLE (2/14/02) ELEV. = 0.42 rl NUMBER OF BEDROOMS 3- CONCRETE ANCHOR TA DRIVE ELEV. _ _ 9_00 MIN. TITLE 5 AND THE TOWN OF YS@M.QIL4t__ RULES AND 8.93 a BOTTOM OF TEST HOLE ELEV. = _ LEGEND: GARBAGE DISPOSAL UNIT _ NO e e p INSIDE FACE IS TO BE ELEV. AT INVERT INLET 5'90 10•0 ASPHALT COATED AND TOTAL ESTIMATED FLOW P ELEV. _ _ _7.60 HAVE 6 ML. POLY ATTACHED] ELEV. AT ALARM ON 3_90 _ WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN EXIST NG SPOT ELEVATION 00x0 (110 GAL/BR./DAY X 3 BR.) ELEV. SEWAGE DISPOSAL SYSTEM PROFILE ELEV. AT PUMP ON 3'55 _ REQUIRED FLOW PER CYCLE .25 X4 = --0M5 GAL./CYCLE EXISTING CONTOUR----00---- FINAL ELEVATION 0 REQUIRED SEPTIC TANK CAPACITY 880_ GAL. c' STEEL STRENGTH . ELEV. AT PUMP OFF 4 HIGH CAPACITY INFILTRATORS VOLUME PER CYCLE 635 GAL/CYCLE /7.48 GAL./CU. FT. 11_03_ CU. Fy=60,000 PSI CONCRETE STRENGTH -IM GAL. WITH STONE IN AN z 4.00 I 3,000 PSI BOTTOM 0- INSIDE PUMP CHAMBER 11" X 34" X 10• TRENCH FORMATION WELL MIW 29 FINAL CONTOUR SOIL TEST LOCATION CAPACITY F SEPTIC TANK C 1414_ GAL. 1n ZONE TANK '.. 11-x- SOIL ABSORPTION INDEX 9.7 121 _I_ SOIL ABSCRO ON SYSTEM LESS THAN 10' FROM LOT LINE. SYSTEM (SAS) ADJUS C. ELEV. DISCHARGE _1Lg1_ CU. FT. / 36.11 CU.FT./FT. _ __0.3� 1/2 ADJUST < B_ IN. 5X10X(5.33- 1_00 = 9 1,,81 SOIL TEST DATE OF SOIL TEST FM14.20�- SOIL TEST DONE BY-WQJ-ER ENGINEERING WITNESSED BY A YQN HONE OBSERVATION HOLE 1 ELEV.= 6_25 _ PERCOLATION RATE _< 2 MIN./INCH AT 36 INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-5 Ap LOAMY SAND 10YR3/3 NO ROOTS 2-22 8 LOAMY SAND 10YR5/8 WEIGHT OF WATER DISPLACED ROOTS 22-70 C MEDIUM SAND 10YR6/8 OBSERVED WATER TABLE (2/14/02) ELEV. = 0.42 '- t� SEPTI C 2 25 5 FEET 5 F 6 FEET 19 IN HES 24 INCHES 2000 GALLON PUMP (OR MEQ 4 OR s (OR EQUAL) 7 2 USGS PROBABLE WATER TABLE ELEV. 3.60__ / TABLE ELEV. = 4.90 WALL SCHEMATIC WATER ENCOUNTERED AT 4 - ELEV. _ 7 FEET 29 INCHES SEPTIC TANK CHAMBER CONCRETE 1000 GALLON PUMP CHAMBER (H-20) USGS PROBABLE WATER i25=_ (SEE CONSTRUCTION PLANS) DESIGN CALCULATION WEIGHT OF WATER DISPLACED 8 FEET 34 INCHES - 8" OBSERVED WATER TABLE (2/14/02) ELEV. = 0.42 '- t� SEPTI C NUMBER OF BEDROOMS 3- y TA DRIVE 12" CONCRETE TITLE 5 AND THE TOWN OF YS@M.QIL4t__ RULES AND 5X10X1X735 6,750 BOTTOM OF TEST HOLE ELEV. = _ LEGEND: GARBAGE DISPOSAL UNIT _ NO WEIGHT OF 8" CONCRETE 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO ELEV. AT INVERT INLET 5'90 PUMP CHAMBER CALCULATIONS: o y TOTAL ESTIMATED FLOW P 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF D ELEV. AT ALARM ON 3_90 _ WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN EXIST NG SPOT ELEVATION 00x0 (110 GAL/BR./DAY X 3 BR.) 330 GAL./DAY 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE SEWAGE DISPOSAL SYSTEM PROFILE ELEV. AT PUMP ON 3'55 _ REQUIRED FLOW PER CYCLE .25 X4 = --0M5 GAL./CYCLE EXISTING CONTOUR----00---- FINAL ELEVATION 0 REQUIRED SEPTIC TANK CAPACITY 880_ GAL. c' ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL . ELEV. AT PUMP OFF __3.23 _ VOLUME PER CYCLE 635 GAL/CYCLE /7.48 GAL./CU. FT. 11_03_ CU. FT./CYCLE SPOT . STANK ACTUAL SIZE OF TC -IM GAL. NO DETERMINATION HAS BEEN MADE TO COMPLIANCE WITH 19. NOT TO SCALE BOTTOM 0- INSIDE PUMP CHAMBER 1.9-0_ _ VOLUME OF WATER IN PIPE 3.14 X 0.00694 X 22__ FT. 0_4_8_ CU. FT, FINAL CONTOUR SOIL TEST LOCATION CAPACITY F SEPTIC TANK C 1414_ GAL. CAPACITY OF SEPTIC TANK BOTTOM 0= OUTSIDE PUMP CHAMBER 11-x- TOTAL MINIMUM VOLUME PER CYCLE 11.51 CU. FT. FT. (1000 G.S.T.) UTILITY POLE -o-- SOIL CLASSIFICATION _I_ SOIL ABSCRO ON SYSTEM LESS THAN 10' FROM LOT LINE. PRIOR TO COMMENCING WORK ON SITE. C. SOIL ABSORPTION SYSTEM LESS THAN 5' ABOVE WATER TABLE. DISCHARGE _1Lg1_ CU. FT. / 36.11 CU.FT./FT. _ __0.3� W DESIGN PERCOLATION RATE < B_ IN. 5X10X(5.33- 1_00 = 9 1,,81 - GALLONS SEPTIC TANK AND PUMD CHAMBER LESS THAN 1C' FROM BUILDING. STORAGE CAPACITY (-_330-_ GAL./DAY /7.48 GAL./CU.FT./36.11 CU.FT./FT. _ _�_ _ FT. TOWN WATER -W EFFLUENT LOADING RATE AL/./DAY/S.F. .4.Z4_ GGAL IMMEDIATELY. _)X7.48 NO RESERVE AREA. 8. PARCEL IS IN FLOOD ZONE 2111 SEL 11,0) _1,22_ REQUIRED .00 2PROVIDED CATCH BASIN ®Y V_7 LEACHING AREA .i4$•0 SQ. FT, M1 GAS UNE G 1 00 82 CESSPOOLO C.P. PUMP LEACHING CAPACITY (AREA X RATE) 332.26 GAL./DAY BUOYANCY CALCULATIONS: (FULL INUNDATION) CLEANOUT 0. 449.00 X 0.74 1 _ CHAMBER 1000 GALLON PUMP CHAMBER (H-20) RESERVE LEACHING CAPACITY NONE GAL./DAY WE:GHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED 48 p1. - 11.00 _ DATE MAR. 29, 2002 '- t� SEPTI C 5.6 5.0' ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. y TA DRIVE Job No. 5344-00 TITLE 5 AND THE TOWN OF YS@M.QIL4t__ RULES AND 5X10X1X735 6,750 LBS. 8.170.42X0.83X62.5 1,873 LBS. SHED EXCESS WEIGHT TO OFFSET FLOTATION WEIGHT OF 8" CONCRETE 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO = D. 0 o a. o y 25060 + 6750 - 30982 P 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF D 8f C) WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN SO 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE TE r C N Z DEC VENT 188.00, c' ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL . THE HAYBALE WORKUMITIS TO BE PLACED BEFORE ANY OTHER BE MORTARED IN PLACE. WORK COMMENCES ON SITE. 5. NO DETERMINATION HAS BEEN MADE TO COMPLIANCE WITH 19. THE CONTRACTOR IS TO SUPPLY AND PLACE ANY SHORING WHERE REGULATIONS. DEEDED OR ZONING RE OWNER /APPLICANT IS TO NEEDED TO PROTECT BUILDING AND ABUTTING PROPERTY. OBTAIN SUCH DETERMINAATIONTIONFROM APPROPRIATE AUTHORITY. 20. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS: 6 UTILITIES ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR A. 4 . "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS IS TO CALL "DIG -SAFE" B. SOIL ABSCRO ON SYSTEM LESS THAN 10' FROM LOT LINE. PRIOR TO COMMENCING WORK ON SITE. C. SOIL ABSORPTION SYSTEM LESS THAN 5' ABOVE WATER TABLE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS D. a L07'27 Q) 14. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND AREA -9,000f SFmz FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE m� REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). - VA 15. SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATERPROOFED AT THE MANUFACTURER. 16. EXISTING CESSPOOLS ARE TO BE PUMPED AND REMOVED. .. vru" ' n / 77. ALL DISTURBED AREAS ARE TO BE REVEGETATED. APPROVED: BOARD OF HEALTH PUMP SWITCHES DETAIL ALARM ON 3,90 18• 1. PUMP ON 3.55 T 13 13/18• 1.15" � PUM- OfF3.23 110• „ . 0.83 DATE AGENT GAS UNE G (11X34)+(45X2X1O/72) CESSPOOLO C.P. LEACHING CAPACITY (AREA X RATE) 332.26 GAL./DAY BUOYANCY CALCULATIONS: (FULL INUNDATION) CLEANOUT 0. 449.00 X 0.74 2000 GALLON SEPTIC TANK (H-20) 1000 GALLON PUMP CHAMBER (H-20) RESERVE LEACHING CAPACITY NONE GAL./DAY WE:GHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED NOTES: 6X11X7.33X64 30,962 LBS. 9X5.25XSX64 18,144 UBS DATE MAR. 29, 2002 WEIGHT OF TANK PER MANUFACTURER 25,080 LBS. WEIGHT OF TANK PER MANUFACTURER 14,500 LBS. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. WEIGHT OF 12" CONCRETE WEIGHT OF WATER IN SUMP Job No. 5344-00 TITLE 5 AND THE TOWN OF YS@M.QIL4t__ RULES AND 5X10X1X735 6,750 LBS. 8.170.42X0.83X62.5 1,873 LBS. REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. EXCESS WEIGHT TO OFFSET FLOTATION WEIGHT OF 8" CONCRETE 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO 8.17X4.42XO.5Xi35 2,437 LBS WITHIN 6" OF FINISHED GRADE. 25060 + 6750 - 30982 868 LBS. EXCESS WEIGHT TO OFFSET FLOTATION 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 14500+1873+2437-18144 666 LBS. WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 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 MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 18, THE HAYBALE WORKUMITIS TO BE PLACED BEFORE ANY OTHER BE MORTARED IN PLACE. WORK COMMENCES ON SITE. 5. NO DETERMINATION HAS BEEN MADE TO COMPLIANCE WITH 19. THE CONTRACTOR IS TO SUPPLY AND PLACE ANY SHORING WHERE REGULATIONS. DEEDED OR ZONING RE OWNER /APPLICANT IS TO NEEDED TO PROTECT BUILDING AND ABUTTING PROPERTY. OBTAIN SUCH DETERMINAATIONTIONFROM APPROPRIATE AUTHORITY. 20. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS: 6 UTILITIES ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR A. SOIL ABSORDTICN SYSTEM LESS THAN 50' FROM WETLAND.(100' TOWN) . "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS IS TO CALL "DIG -SAFE" B. SOIL ABSCRO ON SYSTEM LESS THAN 10' FROM LOT LINE. PRIOR TO COMMENCING WORK ON SITE. C. SOIL ABSORPTION SYSTEM LESS THAN 5' ABOVE WATER TABLE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS D. USE Or ONLY HALF THE WATER TABLE ADJUSTMENT. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION E. SEPTIC TANK AND PUMD CHAMBER LESS THAN 1C' FROM BUILDING. IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER F. SEPTIC TANK AND PUMP CHAMBER LESS THAN 10' FROM LOT LINE. IMMEDIATELY. G. NO RESERVE AREA. 8. PARCEL IS IN FLOOD ZONE 2111 SEL 11,0) 9. LOT IS SHOWN ON ASSESSORS MAP 34 AS PARCEL X19_,-, Z 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. 11. ALARM IS TO BE BOTH AUDIO AND VISUAL. J 12. A ZABEL A1B00 FILTER IS TO BE INSTALLED. -73 13. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM. L07'27 Q) 14. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND AREA -9,000f SFmz FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE m� REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). - VA 15. SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATERPROOFED AT THE MANUFACTURER. 16. EXISTING CESSPOOLS ARE TO BE PUMPED AND REMOVED. .. vru" ' n / 77. ALL DISTURBED AREAS ARE TO BE REVEGETATED. APPROVED: BOARD OF HEALTH PUMP SWITCHES DETAIL ALARM ON 3,90 18• 1. PUMP ON 3.55 T 13 13/18• 1.15" � PUM- OfF3.23 110• „ . 0.83 DATE AGENT C, 5J44-00.4JWCJ ROUSE 2a KILLOW LOCUS o PROPOSED SEPTIC DESIGN FOR ED FOR LOC LOT 27, 70 BREEZY POINT ROAD SOUTH YARMOUTH MASS SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 DATE MAR. 29, 2002 SCALE 1 " = 20' 7 Job No. 5344-00 REVISED SHEET 1 OF 1 LOCATION MAP---7REvseO C, 5J44-00.4JWCJ