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Home My WebLink About42 Barnacle Road - Septic Design 2MIN. PITCH 1/8' PER FT. 2" LAYER OF 1/s" TO 1/2" LEGEND: WASHED STONE 9750 MAX 93.25 WN. NO VENTEXISTINGEXISTING SPOT ELEVATION 00:0' 4" CAST .IRON PIPE EXISTING CONTOUR----Do---- (OR EQUAL) MINIMUM z FINAL SPOT ELEVATION PITCH 1/4 PER FT. FINAL CONTOUR I , SOIL .TEST LOCATION FLOW UNE 94.50 ° UTILITY POLE -0- I 10' m ELEV_ = • - TOWN WATER -W- 96.33 W 96.33 CATCH ASN LEV.VGASLINEe1'ELEV. 93.17 CLEAN OUT C ELEV. 6' SU ELEV. eoeGAS95.6 BAFFLE ELEV: ° o 9200 CESSPOOL C.P. O °e°°ee °DISTRIBUTION ELEV.. e e °° e e eELEV. UIDOUTLET BOV8444, 4 FEET 14 INCHES /TO BE PLACED ON FIRM BASE). TO BE WATER iESTBD 4 HIGH CAPACITY INFILTRATORS WITH 5 FEET 19 INCHES ' IF MORE THAN ONE OUTLET STONE IN 5 FEET .: 24 INCHES 1500 GALLON (70 BE PLACED ON FlRM BASE) ? WELL N/A NO WATER ENCOUNTERED AT _13$"_ ELEV. _95 411 7 FEET 29 INCHES 2 -'10' X 19' X 2' TRENCH FORMATIONS 60 ZONE 8 FEET 34 1NCHES SEPTIC TANK 3/4` TO 1 1/2" CLEAN ;O INDEX DOUBLE WASHED STONE SOIL ABSORPTION ADJUST FREE OF FINES & SILT DESIGN CALCULATIONS STEM (SAS)NUMBER BEDROOMS SEWAGE DISPOSAL SYSTEM PROFlLE GARBAGE DISPOSAL UNIT' _ No NOT TO SCALE TOTAL ESTIMATED FLOW USGS PROBABLE WATER TA3LE ELEV. _ { 110 GAL/BR./DAY X 4 BR.) _' 4_ GAL/DAY OBSERVED WATER TABLE ( / / ) ELEV. - REQUIRED SEPTIC TANK CAPACITY _.D$4_ GAL. '- BOTTOM OF TEST HOLE ELEV. Q _5&4Q_ ACTUAL SIZE OF SEPTIC TANK a`�__ GAL. SOIL CLASSIFICATION DESIGN PERCOLATION RATE 5-0� MIN, AN EFFLUENT LOADING RATE �9.7A GAL/DAYpF LEACHING AREA 612.00 SO. ,IFT. LEACH( GXCAPACITY (AREA X RATE) 1i f' M GAL/DAY , 51200 X 0.74 RESERVE LEACHING CAPACITY -iiSOQ GAL./DAY' [(10X40)F(50X2X2)j X 0.74 NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF ._YARM-2 41 RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO 'SANITARY UNITS .SHALL BE BROUGHT TO ' WITHIN 6" OF FINISHED. GRADE.. 3. ALL COMPONENTS OF THE SANITARY SYSTEM 'SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN ` 105'00` ,i 19 Ob O` 10 FT.rOF DRIVES OR PARKING AREAS. H -2b LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. ` 0 4. ANY MASONARY UNITS USED TO BRING COVERS. TO GRADE SHALL COT 95 ` i `- LIMIT OF _ BE MORTARED IN PLACE. AREA 11,55 RF. , / 5' OVERDID - - - - 5. NO DETERMINATION HAS BEEN MADE. AS TO COMPLIANCE. WITH -, 1500 GALLON DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 15 TO " o SEPTIC TANK ` D. BOX OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. iv 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL 'DIG -SAFE' AT 1-688-344-7233 AT LEAST 72 HOURS 16.00` PRIOR' TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS a 2g.5 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION o CK IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER ` SOIL PROPOSED •o DE - IMMEDIATELY. TEST ADDITION o 8. PARCEL 1S IN FLOOD .ZONE 0 e- to o 9. LOT IS SHOWN ON ASSESSORS MAP 134 AS PARCEL 113 . 10. EXISTING SEPTIC SYSTEM TO BE 'PUMPED AND REMOVED. 11. SOILS ARE TO VERIFIED BY THE HEALTH DEPARTMENT AND DESIGN ENGINEER PRIOR TO PLACEMENT OF SOIL ABSORPTION SYSTEM. 26.06 EXISTING DWELLING 12. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR - 4 BEDROOMS (TOTAL) A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM :AND BE REPLACED NTH SAND AS SPECIFIED 1N 310 CMR 15.255:(3). �- tNOF0,!A tNOFMq 13. WHEN THE RESERVE AREA IS UTILIZED THE WATER SERVICE IS TO 13E S' OVERDID 4 `S 4J� SS4c RELOCATED A MINIMUM OF 10' AWAY FROM SOIL ABSORPTION SYSTEM. / i o RO o 4,.10 a N . APPROVED: BOARD OF HEALTH o PORE w-_: } � �11 0. 1 A 0 1 .� • `.:-. l` ., sAK TAR\*a..,' l DATE AGENT RESE2VE_SAS �- .r' 105.00 �E ROAD -'" 3ARNA P A' PrD [0�5 f PROPOSED SEPTIC DESIGN , FOR SANDSCAPE BUILDING CO. SOIL ! 20 FT. MINIMUM FROM CELLAR .TEST DATEOrSOIL TEST sEP._ L 1 204x..,._ S r= 'ER EArGRVEMWG 235 GREAT WESTERN ROAD 8-39 SOUTH 0. BOX 398-3922 02660 ' TOP OF FOUNDATION 10 FT. MINIMUM FROM 5LA8 OR CRAWL SPACE CLEAN SAND SOIL LEST DONE BY SWEETSER Ft�l>1EEg1pjG " _ scALE 1 „ = 20,-� 100.00 10 FT. MINIMUM ELEV.'7 REVISED WITNESSED BY v A.. VON HONE (ASSUMED) F CONCRETE COVERS 4" SCHEDULE 40 PVC PIPE INSPECTION PORT LOAM AND SEED OBSERVATION HOLE i ELEY.y" 97.90 PERCOLATION RATE _'4 2 - MIN./INCH AT 69 INCHES REVISED MIN. PITCH 1/8' PER FT. 2" LAYER OF 1/s" TO 1/2" LEGEND: WASHED STONE 9750 MAX 93.25 WN. NO VENTEXISTINGEXISTING SPOT ELEVATION 00:0' 4" CAST .IRON PIPE EXISTING CONTOUR----Do---- (OR EQUAL) MINIMUM z FINAL SPOT ELEVATION PITCH 1/4 PER FT. FINAL CONTOUR I , SOIL .TEST LOCATION FLOW UNE 94.50 ° UTILITY POLE -0- I 10' m ELEV_ = • - TOWN WATER -W- 96.33 W 96.33 CATCH ASN LEV.VGASLINEe1'ELEV. 93.17 CLEAN OUT C ELEV. 6' SU ELEV. eoeGAS95.6 BAFFLE ELEV: ° o 9200 CESSPOOL C.P. O °e°°ee °DISTRIBUTION ELEV.. e e °° e e eELEV. UIDOUTLET BOV8444, 4 FEET 14 INCHES /TO BE PLACED ON FIRM BASE). TO BE WATER iESTBD 4 HIGH CAPACITY INFILTRATORS WITH 5 FEET 19 INCHES ' IF MORE THAN ONE OUTLET STONE IN 5 FEET .: 24 INCHES 1500 GALLON (70 BE PLACED ON FlRM BASE) ? WELL N/A NO WATER ENCOUNTERED AT _13$"_ ELEV. _95 411 7 FEET 29 INCHES 2 -'10' X 19' X 2' TRENCH FORMATIONS 60 ZONE 8 FEET 34 1NCHES SEPTIC TANK 3/4` TO 1 1/2" CLEAN ;O INDEX DOUBLE WASHED STONE SOIL ABSORPTION ADJUST FREE OF FINES & SILT DESIGN CALCULATIONS STEM (SAS)NUMBER BEDROOMS SEWAGE DISPOSAL SYSTEM PROFlLE GARBAGE DISPOSAL UNIT' _ No NOT TO SCALE TOTAL ESTIMATED FLOW USGS PROBABLE WATER TA3LE ELEV. _ { 110 GAL/BR./DAY X 4 BR.) _' 4_ GAL/DAY OBSERVED WATER TABLE ( / / ) ELEV. - REQUIRED SEPTIC TANK CAPACITY _.D$4_ GAL. '- BOTTOM OF TEST HOLE ELEV. Q _5&4Q_ ACTUAL SIZE OF SEPTIC TANK a`�__ GAL. SOIL CLASSIFICATION DESIGN PERCOLATION RATE 5-0� MIN, AN EFFLUENT LOADING RATE �9.7A GAL/DAYpF LEACHING AREA 612.00 SO. ,IFT. LEACH( GXCAPACITY (AREA X RATE) 1i f' M GAL/DAY , 51200 X 0.74 RESERVE LEACHING CAPACITY -iiSOQ GAL./DAY' [(10X40)F(50X2X2)j X 0.74 NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF ._YARM-2 41 RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO 'SANITARY UNITS .SHALL BE BROUGHT TO ' WITHIN 6" OF FINISHED. GRADE.. 3. ALL COMPONENTS OF THE SANITARY SYSTEM 'SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN ` 105'00` ,i 19 Ob O` 10 FT.rOF DRIVES OR PARKING AREAS. H -2b LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. ` 0 4. ANY MASONARY UNITS USED TO BRING COVERS. TO GRADE SHALL COT 95 ` i `- LIMIT OF _ BE MORTARED IN PLACE. AREA 11,55 RF. , / 5' OVERDID - - - - 5. NO DETERMINATION HAS BEEN MADE. AS TO COMPLIANCE. WITH -, 1500 GALLON DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 15 TO " o SEPTIC TANK ` D. BOX OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. iv 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL 'DIG -SAFE' AT 1-688-344-7233 AT LEAST 72 HOURS 16.00` PRIOR' TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS a 2g.5 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION o CK IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER ` SOIL PROPOSED •o DE - IMMEDIATELY. TEST ADDITION o 8. PARCEL 1S IN FLOOD .ZONE 0 e- to o 9. LOT IS SHOWN ON ASSESSORS MAP 134 AS PARCEL 113 . 10. EXISTING SEPTIC SYSTEM TO BE 'PUMPED AND REMOVED. 11. SOILS ARE TO VERIFIED BY THE HEALTH DEPARTMENT AND DESIGN ENGINEER PRIOR TO PLACEMENT OF SOIL ABSORPTION SYSTEM. 26.06 EXISTING DWELLING 12. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR - 4 BEDROOMS (TOTAL) A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM :AND BE REPLACED NTH SAND AS SPECIFIED 1N 310 CMR 15.255:(3). �- tNOF0,!A tNOFMq 13. WHEN THE RESERVE AREA IS UTILIZED THE WATER SERVICE IS TO 13E S' OVERDID 4 `S 4J� SS4c RELOCATED A MINIMUM OF 10' AWAY FROM SOIL ABSORPTION SYSTEM. / i o RO o 4,.10 a N . APPROVED: BOARD OF HEALTH o PORE w-_: } � �11 0. 1 A 0 1 .� • `.:-. l` ., sAK TAR\*a..,' l DATE AGENT RESE2VE_SAS �- .r' 105.00 �E ROAD -'" 3ARNA P A' PrD [0�5 f PROPOSED SEPTIC DESIGN , FOR SANDSCAPE BUILDING CO. PROJECT LOCATION LOT /�tT 195 42 BARNACLE RD, . YARMOUTH S r= 'ER EArGRVEMWG 235 GREAT WESTERN ROAD 8-39 SOUTH 0. BOX 398-3922 02660 DATE SEP 19, '2002. _ scALE 1 „ = 20,-� `_.� _`. JOB NO.. 5511 X00 REVISED SHEET 1 1 OF. 1 LOCATION MAP REVISED