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Home My WebLink About90 Broadway - Plot PlanBENCHMARK TOP OF FOUNDATION 86 & 88 BROADWAY ELEV. = _8.81 - TOP OF FOUNDA11ON 90 & 92 BROADWAY ELEV. _ - ELEV. & 88 BRQaDWEYs�)/ 90 & 92 Bf2Q0� 1" ELEV. _ �,o i�t�sr 10 FT. MINIMUM 4" CAST IRON PIPE (OR EQUAL) MINIMUM PITCH 1/4" PER FT. ELEV. = 6.4 100.00' 20 FT. MINIMUM LEGEND: NUMBER OF BEDROOMS 4 �4 ;t is Gpv.'2" LAYER OF SOI( L TEST EXISTING SPOT ELEVATION 00x0 GARBAGE DISPOSAL UNIT NO o TOTAL ESTIMATED FLOW (EACH BLDG) STANLEY R SWEETSER� INC. 235 GREAT WESTERN ROA P. 0. BOX 713 SOUTH DENNIS, MASS. 398-3922 02660 1/8" TO 1/2" - t �..x. (110 GAL/BR./ClAY X 4SR.) 440 GAL/DA ELEV.= ! I 4" SCHEDULE 40 PVC PIPE WASHED STONE DATE OF SOIL TEST DEC. 22. 1993 SOIL TEST LOCATION ® ACTUAL SIZE OF SEPTIC TANK CONCRETE GAL 8 5 !EE ELEV.= 8.3 MIN. PITCH 1/8" PER FT WITNESSED BY PERCOLATION RATE DAVID MASON < 2 MW./INCH. 12 LEACHING AREA REQUIREMENTS COVERS �� cif _ 6200'LAM CATCH BASIN (®N SIDEWALL AREA 2.5 GAL/S.F. ..:73.66' 3 BOTTOM AREA 1.0 GAL/S.F. 100.00' \ 2" CLEAN SAND 980 12" M. OBSERVATION HOLE 1 OBSERVATION HOLE 2 BROADWAY 0 0 O EM Q ELEV. = C7 M Q o 8.0 E2.LEV.- 7.8 ELEV.= " o 12w o TOP AND LEVEL o 0 o Q o ELEV. = 7.0 SUBSOIL ELEV. _ _8.0 24" E s o= EAT DISTRIBUTION 10' X 62' X 1' 36" FLOW LINE BOX" MEDIUM 10" TO BE WATER TESTED 3/4 TO 1 1/2w SAND MIN.1g" IF MORE THAN ONE OUTLET WASHED STONE 120 8" 3/8» ELEV. = 6.15 SUMP DRILL OBSERVED WATER TABLE ( 12 /22 /93) ELEV. = 3.0 WATER AT 4.8 EL= 3.0 WATER AT EL= HOLE DESIGN CALCULATIONS 1000 GALLON PUMP SEPTIC TANK CHAMBER ALARM ON EL= 5.5 PUMP ON EL= 5.0 PUMP OFF EL.= 1.0 SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE 60 8.' 51 �� 8. I„ R_ 'S aV 11 ld N ?'1'01� f N I r ,..E , ! Z z f (62XlOX1.0)+(72X2X2.5) RESERVE LEACHING CAPACITY NONE GAL/DA 11. EXISTING SEPTIC FACILITIES TO BE PUMPED AND REMOVED. NOTES: 12. PARCEL IS IN FLOOD ZONE Al2 EL 11.0) 13. LOT IS SHOWN ON ASSESSORS MAP 12 AS PARCEL -E225. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 14. WATER SERVICE TO BE RELOCATED AS INDICATED. TITLE 5 AND THE TOWN OF YARMOUTH RULES AND 15. VARIANCES TO TITLE 5 AND THE YARMOUTH AMENDMENTS TO TITLE 5: REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. A. LESS THAN 25' EXCAVATION AROUND FLOW DIFFUSORS. 2. ALL COVERS TO SANITARY UNITS SHALL BE B�OUGHT TO B. USE OF RETAINING WALL TO CONTAIN BREAKOUT. WITHIN 12" OF FINISHED' GRADE. C pan RESERVE AREA. 3. EXISTING AND -FINAL GRADES SHALL' REMAIN ESSENTIALLY THEA E. D. LEACHING LE54 '1"faN 10 L??Cn! 4: ALL _COMPONENTS OF THE SANITARY SYSTEM SHALL IBE CAPABLE F 16. BOARD Or HEA` TH AND DESIGN ENGINEER SHALL INSPECT THE CONSTRUCTION WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHI OF THE SEPTTCSYSTEM ON THE FOLLOWING INSPECTION SCHEDULE: 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE INSP. #1 WHEN (EXCAVATION IS COMPLETE. USED UNDER OR WITHIN', 10 FT. OF DRIVES OR PARKING AREAS. INSP. #2 SURVEYOR TO STAKE FOOTING. 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL MSP. #3 ENGINEER TO INSPECT STFfZ - f^J W A L L 7-0 J^o''E) BE MORTARED IN PLACE: INSP. #4 DURING THE PLACEMENT OF CLEAN FILL 6. NO DETERMINATION HAS! BEEN MADE AS TO COMPLIANCE WITH INSP. #5 AFTER COMPONENTS OF SEPTIC SYSTEM ARE PLACED. DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 17. DESIGN ENGINEER SHALL CERTIFY TO THE HEALTH DEPARTMENT THAT OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. THE EXCAVATION, BREAKOUT WALL, AND SEPTIC SYSTEM HAVE BEEN 7. PUMP AND ALARM TO BE ON SEPERATE CIRCUITS. INSTALLED IN ACCORDANCE WITH THE APPROVED PLAN., D -tea 8. BOTH ALARMS TO BE BOTH AUDIO AND VISUAL (1 EACH BUILDING 11 �1y�i� 9. PUMP CHAMBER AND SEPTIC TANK TO BE ASPHALT COATED ,�° CRAIGANDAND HAVE 6 ML POLY] ATTACHED. a we ta:o SttOstr 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 10 AROUND LEACHING FACILITY. >� Na. masa APPROVED: BOARD OF HEALTH I DATE AGENT ELEV. = 9.5 ELEV. = 8.6 t, -z_ INSIDE FACE IS TO BE ASPHALT COATED ELEV. = 6-8 AND HAVE 6 ML POLY ATTACHED. -a,5- _ 10 jy" ELEV. = a 5 20" f 1 t+ LEGEND: NUMBER OF BEDROOMS 4 EACH BLDG - - EXISTING SPOT ELEVATION 00x0 GARBAGE DISPOSAL UNIT NO o TOTAL ESTIMATED FLOW (EACH BLDG) STANLEY R SWEETSER� INC. 235 GREAT WESTERN ROA P. 0. BOX 713 SOUTH DENNIS, MASS. 398-3922 02660 - t �..x. (110 GAL/BR./ClAY X 4SR.) 440 GAL/DA j20' ! I REQUIRED SEPTIC TANK CAPACITY 660 GAL iNi SOIL TEST LOCATION ® ACTUAL SIZE OF SEPTIC TANK 1000" GAL REVISED UTILITY POLE -O- GRAND TOTAL ESTIMATED FLOW 880 GAL/DA 12 LEACHING AREA REQUIREMENTS JDB N0. 3264-00 SHEET 1 OF 1 _ 6200'LAM CATCH BASIN (®N SIDEWALL AREA 2.5 GAL/S.F. ..:73.66' 3 BOTTOM AREA 1.0 GAL/S.F. 100.00' LEACHING CAPACITY (BOTTOM + SIDEWALL) 980 -GAL/DA BROADWAY Ar, �! (62XlOX1.0)+(72X2X2.5) RESERVE LEACHING CAPACITY NONE GAL/DA 11. EXISTING SEPTIC FACILITIES TO BE PUMPED AND REMOVED. NOTES: 12. PARCEL IS IN FLOOD ZONE Al2 EL 11.0) 13. LOT IS SHOWN ON ASSESSORS MAP 12 AS PARCEL -E225. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 14. WATER SERVICE TO BE RELOCATED AS INDICATED. TITLE 5 AND THE TOWN OF YARMOUTH RULES AND 15. VARIANCES TO TITLE 5 AND THE YARMOUTH AMENDMENTS TO TITLE 5: REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. A. LESS THAN 25' EXCAVATION AROUND FLOW DIFFUSORS. 2. ALL COVERS TO SANITARY UNITS SHALL BE B�OUGHT TO B. USE OF RETAINING WALL TO CONTAIN BREAKOUT. WITHIN 12" OF FINISHED' GRADE. C pan RESERVE AREA. 3. EXISTING AND -FINAL GRADES SHALL' REMAIN ESSENTIALLY THEA E. D. LEACHING LE54 '1"faN 10 L??Cn! 4: ALL _COMPONENTS OF THE SANITARY SYSTEM SHALL IBE CAPABLE F 16. BOARD Or HEA` TH AND DESIGN ENGINEER SHALL INSPECT THE CONSTRUCTION WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHI OF THE SEPTTCSYSTEM ON THE FOLLOWING INSPECTION SCHEDULE: 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE INSP. #1 WHEN (EXCAVATION IS COMPLETE. USED UNDER OR WITHIN', 10 FT. OF DRIVES OR PARKING AREAS. INSP. #2 SURVEYOR TO STAKE FOOTING. 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL MSP. #3 ENGINEER TO INSPECT STFfZ - f^J W A L L 7-0 J^o''E) BE MORTARED IN PLACE: INSP. #4 DURING THE PLACEMENT OF CLEAN FILL 6. NO DETERMINATION HAS! BEEN MADE AS TO COMPLIANCE WITH INSP. #5 AFTER COMPONENTS OF SEPTIC SYSTEM ARE PLACED. DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 17. DESIGN ENGINEER SHALL CERTIFY TO THE HEALTH DEPARTMENT THAT OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. THE EXCAVATION, BREAKOUT WALL, AND SEPTIC SYSTEM HAVE BEEN 7. PUMP AND ALARM TO BE ON SEPERATE CIRCUITS. INSTALLED IN ACCORDANCE WITH THE APPROVED PLAN., D -tea 8. BOTH ALARMS TO BE BOTH AUDIO AND VISUAL (1 EACH BUILDING 11 �1y�i� 9. PUMP CHAMBER AND SEPTIC TANK TO BE ASPHALT COATED ,�° CRAIGANDAND HAVE 6 ML POLY] ATTACHED. a we ta:o SttOstr 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 10 AROUND LEACHING FACILITY. >� Na. masa APPROVED: BOARD OF HEALTH I DATE AGENT ELEV. = 9.5 ELEV. = 8.6 t, -z_ INSIDE FACE IS TO BE ASPHALT COATED ELEV. = 6-8 AND HAVE 6 ML POLY ATTACHED. -a,5- _ 10 jy" ELEV. = a 5 20" f 1 t+ LEGEND: NUMBER OF BEDROOMS 4 EACH BLDG EXISTING SPOT ELEVATION 00x0 GARBAGE DISPOSAL UNIT NO EXISTING CONTOUR ----00---- TOTAL ESTIMATED FLOW (EACH BLDG) STANLEY R SWEETSER� INC. 235 GREAT WESTERN ROA P. 0. BOX 713 SOUTH DENNIS, MASS. 398-3922 02660 FINAL SPOT ELEVATION 00.0 (110 GAL/BR./ClAY X 4SR.) 440 GAL/DA j20' FINAL CONTOUR 00 REQUIRED SEPTIC TANK CAPACITY 660 GAL SOIL TEST LOCATION ® ACTUAL SIZE OF SEPTIC TANK 1000" GAL REVISED UTILITY POLE -O- GRAND TOTAL ESTIMATED FLOW 880 GAL/DA TOWN WATER =W-��W LEACHING AREA REQUIREMENTS JDB N0. 3264-00 SHEET 1 OF 1 CATCH BASIN (®N SIDEWALL AREA 2.5 GAL/S.F. BOTTOM AREA 1.0 GAL/S.F. LEACHING CAPACITY (BOTTOM + SIDEWALL) 980 -GAL/DA (62XlOX1.0)+(72X2X2.5) RESERVE LEACHING CAPACITY NONE GAL/DA 11. EXISTING SEPTIC FACILITIES TO BE PUMPED AND REMOVED. NOTES: 12. PARCEL IS IN FLOOD ZONE Al2 EL 11.0) 13. LOT IS SHOWN ON ASSESSORS MAP 12 AS PARCEL -E225. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 14. WATER SERVICE TO BE RELOCATED AS INDICATED. TITLE 5 AND THE TOWN OF YARMOUTH RULES AND 15. VARIANCES TO TITLE 5 AND THE YARMOUTH AMENDMENTS TO TITLE 5: REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. A. LESS THAN 25' EXCAVATION AROUND FLOW DIFFUSORS. 2. ALL COVERS TO SANITARY UNITS SHALL BE B�OUGHT TO B. USE OF RETAINING WALL TO CONTAIN BREAKOUT. WITHIN 12" OF FINISHED' GRADE. C pan RESERVE AREA. 3. EXISTING AND -FINAL GRADES SHALL' REMAIN ESSENTIALLY THEA E. D. LEACHING LE54 '1"faN 10 L??Cn! 4: ALL _COMPONENTS OF THE SANITARY SYSTEM SHALL IBE CAPABLE F 16. BOARD Or HEA` TH AND DESIGN ENGINEER SHALL INSPECT THE CONSTRUCTION WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHI OF THE SEPTTCSYSTEM ON THE FOLLOWING INSPECTION SCHEDULE: 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE INSP. #1 WHEN (EXCAVATION IS COMPLETE. USED UNDER OR WITHIN', 10 FT. OF DRIVES OR PARKING AREAS. INSP. #2 SURVEYOR TO STAKE FOOTING. 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL MSP. #3 ENGINEER TO INSPECT STFfZ - f^J W A L L 7-0 J^o''E) BE MORTARED IN PLACE: INSP. #4 DURING THE PLACEMENT OF CLEAN FILL 6. NO DETERMINATION HAS! BEEN MADE AS TO COMPLIANCE WITH INSP. #5 AFTER COMPONENTS OF SEPTIC SYSTEM ARE PLACED. DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 17. DESIGN ENGINEER SHALL CERTIFY TO THE HEALTH DEPARTMENT THAT OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. THE EXCAVATION, BREAKOUT WALL, AND SEPTIC SYSTEM HAVE BEEN 7. PUMP AND ALARM TO BE ON SEPERATE CIRCUITS. INSTALLED IN ACCORDANCE WITH THE APPROVED PLAN., D -tea 8. BOTH ALARMS TO BE BOTH AUDIO AND VISUAL (1 EACH BUILDING 11 �1y�i� 9. PUMP CHAMBER AND SEPTIC TANK TO BE ASPHALT COATED ,�° CRAIGANDAND HAVE 6 ML POLY] ATTACHED. a we ta:o SttOstr 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 10 AROUND LEACHING FACILITY. >� Na. masa APPROVED: BOARD OF HEALTH I DATE AGENT ELEV. = 9.5 ELEV. = 8.6 t, -z_ INSIDE FACE IS TO BE ASPHALT COATED ELEV. = 6-8 AND HAVE 6 ML POLY ATTACHED. -a,5- _ 10 jy" ELEV. = a 5 20" f 1 t+ gif +t r �� G "�'j /]"� \` PROPOSED PLOT PLAN FOR ELEANOR LOWE PROJECT LOCATION LOTS 225 & 226 BROADWAY, W. , YARMOUTH STANLEY R SWEETSER� INC. 235 GREAT WESTERN ROA P. 0. BOX 713 SOUTH DENNIS, MASS. 398-3922 02660 scALE l " = j20' DATE MAY 5, 1994 REVISED REVISED LOCATION MAP JDB N0. 3264-00 SHEET 1 OF 1