The URL can be used to link to this page

Home My WebLink About83-1567 - Septic Design002T ,. -.. Tin;z 10 FT: MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND MINIMUM ECONCRETE AM AND SEED COVERS 4" SCHEDULE 40 PVC PIPEMIN. PITCH 1/8" PER FT. 2" LAYER OF1/8'TO 1/2"WASHED STONE666 MMMAAAXXX... 04.53 MAX 102.28 MIN. NONTREQUIRED IRON PIPE{z 1 CU. RE OF 4> PERI FTM I I I I � CONCRETE ANCHOR +� ELEV. = 102.10 -fMIN10. 101 55 ELEV.LEVOEL GAS ELEV. = 10242 ELEV. = 10��4_ BAFFLE DISTRIBUTION V ELEV. y OUTLET BOX tm J LIQUID (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 4 FEET 14 INCHES 1 CJOo GALLON IF MORE THAN ONE OUTLET 5 FEET 19 INCHES (TO BE PLACED ON FIRM BASE) 6 FEET 24 INCHES SEPTIC TANK 7 FEET 29 INCHES 3/4" TO 1 1/2" CLEAN - 8 FEET 34 INCHES DOUBLE WASHEDISTONE FREE OF FINES & SILT SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE A i RFNC'HMARK: NAIL U_POL£ 150A ELEVAJ/ON= 10000' 1\ 00 (ASSUMED) \ y0 x 98.4 -K 0 10'1°l ELEV. = 100.20 4 HIGH CAPACINFILTRATORS WITH STONEITY IN AN z 11' X 38' X 10- TRENCH FORMATION SOIL ABSORPTION SYSTEM (SAS) USGS PROBABLE WATER TABLE ELEV. OBSERVED WATER OFTEST/ HOLE ELEV. _ ZP L£ 6 i x 102.6 SOIL TEST DATE OF SOIL TEST JUhY 31y 2001 SOIL TEST WITNESSED DONE ��Ul KFFN£-�--INEERING OBSERVATION HOLE 2 ELEV.= 102.90 OBSERVATION HOLE 1 ELEV..-102.50-47 NCHES PERCOLATION RATE < 2 _ MIN./INCH IN C HORIZON PERCOLATION RATE < 2 MIN./INCH AT _ DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-8 A LOAMY SAND 10YR4/4 NO ROOTS 0-10 A LOAMY SAND 10YR4/2 NO ROOTS ROOTS 10-28 8 LOAMY SAND 10YR6/6 ROOTS B-23 B LOAMY SAND 10YR7/8 3-120 Ct FINE SAND 2.5Y8/2 28-12 C1 MEDIUM SAND 2.5Y6/4 WELL M1W 29 WATER ENCOUNTERED AT __..198= ELEV. ZONE A INDEX 8.3 ADJUST 1.7 END. �x 103.8 EXIS71NG SPOT ELEVATION 00x0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION FINAL CONTOUR SOIL TEST LOCATION UTILITY POLE -0- TOWN WATER -W' W CATCH BASIN '\'® j GAS LINE CLEAN OUT C� CESSPOOL C.P. O .2 LOCUS WATER ENCOUNTERED AT __113_ ELEV. _ __9148 - DESIGN CALCULATIONS 3 NUMBER OF BEDROOMS - GARBAGE DISPOSAL UNIT - TOTAL ESTIMATED FLOW -- GAL/DAY ( 110 GAL/BR./DAY X _.A- SR.) REQUIRED SEPTIC TANK CAPACITY _ - GAL. ACTUAL SIZE OF SEPTIC TANK 1500_ GAL SOIL CLASSIFICATION DESIGN PERCOLATION RATE MIN1�_ GA .,AN. /S.F. LEACHING AREA EFFLUENT LOADING RATE 441-00 S0 FT (11X34)+(45X2X10/12) LEACHING CAPACITY (AREA X RATE) M224 GAL./DAY 449.00 X 0.74 RESERVE LEACHING CAPACITY ,U2,20 GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF _y&N ._g_UTM -- 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 OTIFTT OF DRIVESANDING IORLPARING UNLESS KING AREAS. HE 20 LOADIING SHALLDER BEWITHIN USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONRY 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 ISTOBEDITIONS PRIOR TOBROUGHT TOT ECAOTTENTIMMENCONGWORK ON SITE. ANY RIATION OF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE _ C 9. LOT IS SHOWN ON ASSESSORS MAP 49 AS PARCEL 32� 10. ALL DISTURBED AREAS ARE TO BE REVEGETATED. 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED WITH SAND AS SPECIFIED 1N 310 CMR 15.255:(3). 12. VARIANCES TO YARMOUTH REGULATIONS: A. SOIL B. REESERVEOA EAON SYSTEM LESS THANLESS THAN 100' FROM 1WETLAND.M WETLAND. APPROVED: BOARD OF HEALTH DATE AGENT PROPOSED SEPTIC DESIGN FOR STEVE P0rJE_RS C. 1AToc, 99, 994, loo nT BF.0Gv A PG.15 31 1- AtTSIi'i' ROAD, 1?. YMMOM SBS• 508- v 1 398 3922 SOUTH DENNIS, MASS. 02660 DATE SEPT 5, 2001 SCALE 1 'Z O' REVISED 806 N0. 51$1--00 LOCATION MAP REwsED'� SHEET ` 1 OF 1 _..._ n yam SWEETSER ENGINEERING s5• 0 10'1°l ELEV. = 100.20 4 HIGH CAPACINFILTRATORS WITH STONEITY IN AN z 11' X 38' X 10- TRENCH FORMATION SOIL ABSORPTION SYSTEM (SAS) USGS PROBABLE WATER TABLE ELEV. OBSERVED WATER OFTEST/ HOLE ELEV. _ ZP L£ 6 i x 102.6 SOIL TEST DATE OF SOIL TEST JUhY 31y 2001 SOIL TEST WITNESSED DONE ��Ul KFFN£-�--INEERING OBSERVATION HOLE 2 ELEV.= 102.90 OBSERVATION HOLE 1 ELEV..-102.50-47 NCHES PERCOLATION RATE < 2 _ MIN./INCH IN C HORIZON PERCOLATION RATE < 2 MIN./INCH AT _ DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-8 A LOAMY SAND 10YR4/4 NO ROOTS 0-10 A LOAMY SAND 10YR4/2 NO ROOTS ROOTS 10-28 8 LOAMY SAND 10YR6/6 ROOTS B-23 B LOAMY SAND 10YR7/8 3-120 Ct FINE SAND 2.5Y8/2 28-12 C1 MEDIUM SAND 2.5Y6/4 WELL M1W 29 WATER ENCOUNTERED AT __..198= ELEV. ZONE A INDEX 8.3 ADJUST 1.7 END. �x 103.8 EXIS71NG SPOT ELEVATION 00x0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION FINAL CONTOUR SOIL TEST LOCATION UTILITY POLE -0- TOWN WATER -W' W CATCH BASIN '\'® j GAS LINE CLEAN OUT C� CESSPOOL C.P. O .2 LOCUS WATER ENCOUNTERED AT __113_ ELEV. _ __9148 - DESIGN CALCULATIONS 3 NUMBER OF BEDROOMS - GARBAGE DISPOSAL UNIT - TOTAL ESTIMATED FLOW -- GAL/DAY ( 110 GAL/BR./DAY X _.A- SR.) REQUIRED SEPTIC TANK CAPACITY _ - GAL. ACTUAL SIZE OF SEPTIC TANK 1500_ GAL SOIL CLASSIFICATION DESIGN PERCOLATION RATE MIN1�_ GA .,AN. /S.F. LEACHING AREA EFFLUENT LOADING RATE 441-00 S0 FT (11X34)+(45X2X10/12) LEACHING CAPACITY (AREA X RATE) M224 GAL./DAY 449.00 X 0.74 RESERVE LEACHING CAPACITY ,U2,20 GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF _y&N ._g_UTM -- 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 OTIFTT OF DRIVESANDING IORLPARING UNLESS KING AREAS. HE 20 LOADIING SHALLDER BEWITHIN USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONRY 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 ISTOBEDITIONS PRIOR TOBROUGHT TOT ECAOTTENTIMMENCONGWORK ON SITE. ANY RIATION OF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE _ C 9. LOT IS SHOWN ON ASSESSORS MAP 49 AS PARCEL 32� 10. ALL DISTURBED AREAS ARE TO BE REVEGETATED. 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED WITH SAND AS SPECIFIED 1N 310 CMR 15.255:(3). 12. VARIANCES TO YARMOUTH REGULATIONS: A. SOIL B. REESERVEOA EAON SYSTEM LESS THANLESS THAN 100' FROM 1WETLAND.M WETLAND. APPROVED: BOARD OF HEALTH DATE AGENT PROPOSED SEPTIC DESIGN FOR STEVE P0rJE_RS C. 1AToc, 99, 994, loo nT BF.0Gv A PG.15 31 1- AtTSIi'i' ROAD, 1?. YMMOM SBS• 508- v 1 398 3922 SOUTH DENNIS, MASS. 02660 DATE SEPT 5, 2001 SCALE 1 'Z O' REVISED 806 N0. 51$1--00 LOCATION MAP REwsED'� SHEET ` 1 OF 1 _..._ n yam SWEETSER ENGINEERING