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Home My WebLink About83-1262 - Site Plan18 MANHOLE COVER ELEV.= 8.5 1 2 - 2" SCHEDULE 40 PVC PIPE INSIDE 6" SCHEDULE 150 PVC PIPE OR EQUAL SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE -1A-912 LEVEL ELEV. = 7.5 DISTRIBUTION BOX TO BE WATER TESTED 3/4" TO 1 1/2--/ WASHED STONE 24" MANHOLE MAXIMUM GROUNDWATER TIDAL AREA FROM BOARD OF HEALTH RECORDS ELEV. 2.5 OBSERVED WATER TABLE ( 4 / 8/93) ELEV. SOIL TEST DATE OF SOIL TEST APRIL 8. 1993 WITNESSED BY B.'MURPHY & D. MASON PERCOLATION RATE < 2 MIN./NCH. OBSERVATION HOLE 1 OBSERVATION HOLE 2 OBSERVATION HOLE 3 ELEV.= �f �{ ELEV.= y y ELEV.= LEGEND: DESIGN CALCULATIONS COVER 4" SCHEDULE 40 PVC TOP AND NUMBER OF SEATS 65 MIN. PITCH 1/8" PER PIPE 12' IN. 24, PEAT FINISHED GRADE.((110 24. SUBSOIL CLEAN S01' 3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME. AND PEAT EXISTING CONTOUR ----00---- 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF RE IRED SEPTIC TANK CAPACITY 5.4_63,5 EL WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN ACTUAL SIZE OF SEPTIC TANK 8 000 GAL 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE LEACHING AREA REQUIREMENTS o o u C3 C7 O M C] rn Oo 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BOTTOM AREA iO_ GAL/S.F. LEACHING CAPACITY (BOTTOM + SIDEWALL)6o GAL/DAY6. �Sq C7 n, namEL FINAL CONTOUR OO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.. FINE 7. PUMP AND ALARM TO BE ON SEPERATE CIRCUITS. ,I MAXIMUM GROUNDWATER TIDAL AREA FROM BOARD OF HEALTH RECORDS ELEV. 2.5 OBSERVED WATER TABLE ( 4 / 8/93) ELEV. SOIL TEST DATE OF SOIL TEST APRIL 8. 1993 WITNESSED BY B.'MURPHY & D. MASON PERCOLATION RATE < 2 MIN./NCH. OBSERVATION HOLE 1 OBSERVATION HOLE 2 OBSERVATION HOLE 3 ELEV.= �f �{ ELEV.= y y ELEV.= LEGEND: DESIGN CALCULATIONS O" FILL AND NUMBER OF BEDROOMS PROPOSED PLOT PLAN FOR RED ROSE INN NEW HAMPSHIRE AVE. WEST YARMOUTH, IIIA TOP AND NUMBER OF SEATS 65 TOP, SUBSOIL EXISTING SPOT ELEVATION OOxO 2. ALL COVERS TO SANITARY UNITS SHALL BE BROU3HT TO 24, PEAT FINISHED GRADE.((110 24. SUBSOIL GAL/DAY 3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME. AND PEAT EXISTING CONTOUR ----00---- 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF RE IRED SEPTIC TANK CAPACITY 5.4_63,5 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN ACTUAL SIZE OF SEPTIC TANK 8 000 GAL 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE LEACHING AREA REQUIREMENTS FINAL SPOT ELEVATION 00.0 SIDEWALL AREA 9 S GAL/S.F. 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BOTTOM AREA iO_ GAL/S.F. LEACHING CAPACITY (BOTTOM + SIDEWALL)6o GAL/DAY6. �Sq (2 ^✓X72X1.0)+(2t<.�(2X1X25) ,160 GAL/DAY 72" FINAL CONTOUR OO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.. FINE 7. PUMP AND ALARM TO BE ON SEPERATE CIRCUITS. 8. ALARM TO BE BOTH AUDIO AND VISUAL FINE SOIL TEST LOCATION ® 9. GREASE TRAP, SEPTIC TANKS, AND PUMP CHAMBER ARE TO BE SAND _ ASPHALT COATED AND HAVE 6 ML POLY ATTACHED NUMBER OF SEATS 65 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER TnTAL ESTIMATED FLOW SAND UTILITY POLE -O- �S GAL/SEAT/DAY X 65 SEATS) y75 GAL/DAY 11. EXISTING CESSPOOLS ARE TO BE PUMPED AND REMOVED. ACTUAL SIZE OF SEPTIC TANK 1.500 GAL WATER W�-W CATCH BASIN ton! 90" 96 120' cFSSPoots WATER AT 24" EL= Z' WATER 'AT 24" EL= 2' WATER AT 24" EL= 2 NOTES: DESIGN CALCULATIONS 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. NUMBER OF BEDROOMS PROPOSED PLOT PLAN FOR RED ROSE INN NEW HAMPSHIRE AVE. WEST YARMOUTH, IIIA TITLE 5 AND THE TOWN OF YARMOUTH RULES AND NUMBER OF SEATS 65 REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. GARBAGE DISPOSAL UNIT �- 2. ALL COVERS TO SANITARY UNITS SHALL BE BROU3HT TO TOTAL ESTIMATED FLOW FINISHED GRADE.((110 GAL/BR./DAY X 10 BR.) X375 GAL/DAY 3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME. {35 GAL/SEAT/DAY X 65 SEATS) GAL 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF RE IRED SEPTIC TANK CAPACITY 5.4_63,5 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN ACTUAL SIZE OF SEPTIC TANK 8 000 GAL 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE LEACHING AREA REQUIREMENTS USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. SIDEWALL AREA 9 S GAL/S.F. 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BOTTOM AREA iO_ GAL/S.F. LEACHING CAPACITY (BOTTOM + SIDEWALL)6o GAL/DAY6. BE MORTARED IN PLACE. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH (2 ^✓X72X1.0)+(2t<.�(2X1X25) ,160 GAL/DAY DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO RESERVE LEACHING CAPACITY OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.. DESIGN CALCULATIONS 7. PUMP AND ALARM TO BE ON SEPERATE CIRCUITS. 8. ALARM TO BE BOTH AUDIO AND VISUAL GREASE 'WRAP 9. GREASE TRAP, SEPTIC TANKS, AND PUMP CHAMBER ARE TO BE ASPHALT COATED AND HAVE 6 ML POLY ATTACHED NUMBER OF SEATS 65 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER TnTAL ESTIMATED FLOW AND FOR A MINIMUM OF 10' AROUND LEACHING FACILITY. �S GAL/SEAT/DAY X 65 SEATS) y75 GAL/DAY 11. EXISTING CESSPOOLS ARE TO BE PUMPED AND REMOVED. ACTUAL SIZE OF SEPTIC TANK 1.500 GAL 14. DESIGN ENGINEER SHALL CERTIFY TO THE HEALTH DEPARTMENT THAT 12. ALL INLETS AND OUTLETS ARE TO HAVE ELASTOMERIC SEALS. HAVE' BEEN 13 BOARD OF HEALTH AND DESIGN ENGINEER SHALL INSPECT THE THE EXCAVATION, BREAKOUT WALL, AND SEPTIC SYSTEM _ INSTALLED IN ACCORDANCE W"TH THE APPROVED PLAN. 15. PUMP CHAMBER, SEPTIC TANK, AND GREASE TRAP SHALL BE WEIGHTED. 16. EXISTING COTTAGE IS TO BE ELEVATED TO ELEVATION 12.1. 17. PARCELS ARE ON ASSESSORS MAP 12. 18. PARCELS ARE IN FLOOD ZONES Al2 (EL 12) & V13 (EL 15). 19. PUMPS ARE TO BE DUPLEX ALTERNATING PUMPS. c'/ rN�l s or 20. VARIANCES TO 117..E 5 AND THE YARMOUTH AMENDMENTS TO 717LE 5: A. LESS THAN 25' EXCAVATION AROUND FLOW DIFFUSORS. B. USE OF RETAINING WALL TO CONTAIN BREAKOUT. C. GREASE TRAP LESS THAN 10' FROM STREET LINE. D. FLOW DIFFUSORS LESS THAN 100' FROM WA ERCOURSE. E. RESER'✓E AREA LESS THAN 100' FROM WATERCOURSE. F. VARIANCE TO ALLOW PLACEMENT OF FILL 'AHERE lA'A.TER ::ABLE iS 1Ai7H!N Y OF ORIG;N.AL GRADE. CONSTRUCTION OF THE SEPTIC SYSTEM ON THE FOLLOWING INSPECTION SCHEDULE: INSP.#1 WHEN THE EXCAVATION IS COMPLETE. INSP. #2 ENGINEER TO STAKE FOOTING. INSP. #3. ENGINEER TO INSPECT FOOTING LOCATION (PRIOR TO WALL) INSP. #4 DUR:rTG THE PLACEMENT OF CLEAN FILL. INSP. #5 AFTER COMPONENTS OF SEPTIC SYSTEM ARE PLACED. 2 o L D C 5 \ rj� ` \ J PROPOSED PLOT PLAN FOR RED ROSE INN NEW HAMPSHIRE AVE. WEST YARMOUTH, IIIA STANLEY R SWEETSER INC. 97 SEA STREET 398-3922 DENNISPORT, MASS. 02639 FDA7EMAY 1, 1993 scAtF 1" = 30' REVISED REVISED 1 SHEET 1 OF 1 LOCATION MAP " N0' 0800