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Home My WebLink About10 Ivy Lane - Septic DesignOP OF FOUNDATION LEV. - 100.00 -s (ASSUMED) LEGEND: 4" CAST IRON PIPE (OR EQUAL) MINIMUM PITCH 1/4" PER FT. ELEV. - 97.50 ELEV. _ _84:79 - EXISTING SPOT ELEVATION 00x0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION 00 -01 . FINAL CONTOUR e SOIL TEST LOCATION UTILITY POLE -0- TOWN WATER -W-W CATCH BASIN �® j 'GAS LINE C CLEAN OUT �- CESSPOOL C.P. 0 10 FT. MINIMUM FROM SLAB CONCRETE COVES 4• SCHEDULE 40 PVC PIPE i�� MIN. PITCH 1/8" PER FT. 1 TEE LEVEL . GAS l� ELEV. = 96.17 6" SUMP ELEV. = 9 %6.00 _ BAFFLE DISTRIBUTION ELEV. _ BOX (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 1500 GALLON ON IF MORE THAN ONE OUTLET (TO BE PLACED ON FIRM BASE) SEPTIC TANK 3/4" TO 1 1/2" CLEAN J DOUBLE WASHED STONE FREE OF FINES & SILT SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE D. o BO' SA.S LOCATED BY 01HERS' 1 N o, 1 • 98.5 £X/S1)NG DWELL/NG r SOIL TEST DATE OF SOIL TEST NOVEMBER 4, 2009 SOIL TEST DONE BY $WEETSER ENGI-NE EING CLEAN SAND - - - WIITNESLISEDBY P. RENAUD _ INSPECTIONPORT O AND SEED OBSERVATION f701E 1ELEV.=_ 99.5 Y• LAYER OF 1/8" TO 1/2• PERCOLATION RATE < 2_ MIN./INCH AT 59 INCHES WASHED STONE 19.50 MAX. OR FILTER FABRIC T 97.25 MIN. NOT REQUIRED 96.50 o , a 57 00. � 100.1 18.8 CP 1 0 GALLNON -SE TIC TANK .0. a 9 o O_ 100.1 GARAGE 9. 99.7 9.4 0C 100.0 99.1 -99.3 i - 99.3 9�.8 99.2 \ 101.4 \� 99.4 _ 99.4 00.9 LOT 3 • 99.x\ 8 ' 100.1 � s.6 .,rte 8,500.0 t S.F. Y� 99.7 � 7 85.00 01.1 99.4 9.0 N. 8.6 X98.3 I DEPTH HOR12 I TEXTURE COLOR MOTT. OTHER 0-6" Ap LOAMY SAND 10YR5/1 NO ROOTS 6-50' B LOAMY SAND - 10YR6/6 AN STONE IN AN ROOTS ___ 30-120' C MEDIUM SAND 10YR7/1 5.57 NUMBER OF BEDROOMS RE'DEC. 23, 2009 JOB ND 6243-00 10' X 3e X 10' TRENCH FORUATION DISPOSAL UNIT LOCATION MAP nGARBAGE SOIL ABSORPTION WELL INA ZONE TOTAL ESTIMATED FLOW ( 110 GAL/BR./DAY X 3 SR.) X30_ GAL./DAY - SVCTCM (SAS) INDEX - REQUIRED SEPTIC TANK CAPACITY Permit valid for REPAIR OI SEPTIC SYSTEM _ ONLY, due to State and Local septicvariances. Board of Health review and approval is required for any - future add itions/rennva l ions/alterations- to sewage facilities and/or structures/dwelling. Yarmouth Health Department APPROVED S0-9;0,' S *Nae Date 1 U'rri�7JN�J J17G�'� c��C EEO Y rATER DE! ")yd LEACHING CAPACITY (AREA X RATE) 340.40 GAL./DAY 460.00 X 0.74 RESERVE LEACHING CAPACITY -MORE_ GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E:P. TITLE 5 AND THE TOWN'S 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 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 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 C.OMMFNCING WORK ON SITF. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE, ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE _-_C Ail. TDtNN 9. LOT IS SHOWN ON ASSESSORS MAP .59-- AS PARCEL 10. EXISTING CESSPOOLS (3) ARE TO BE PUMPED AND REMOVED ALONG WITH ANY POLLUTED SOILS ENCOUNTERED. Z�/o 1T. INTERIOR PIPING IS TO BE: RE -PLUMBED, BY A LICENSED PLUMBER, TO DATE EXIT AS SHOWN. 12. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS: A. SOIL ABSORPTION SYSTEM LESS THAN 10' FROM LOT LINE. /1 B. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM FOUNDATION. I C. NO RESERVE AREA. Vf APPROVED: BOARD OF HEALTH DATE AGENT GINEERI' = a 10 LOCUS N�TORY r 'y�'Rc�R y 28 a R ELEV. 9317_ NO WATER ENCOUNTERED A/T+_ 120 ELEV. = 89.5 [LOC. 10 I Y 1 IJ4Ln SOUTH YARMOUTH, MASS 4 HIGH CAPACITY INFILTRATORS WITH DESIGN CALCULATIONS AN STONE IN AN z 3 SCALE 1" = 20' 5.57 NUMBER OF BEDROOMS RE'DEC. 23, 2009 JOB ND 6243-00 10' X 3e X 10' TRENCH FORUATION DISPOSAL UNIT LOCATION MAP nGARBAGE SOIL ABSORPTION WELL INA ZONE TOTAL ESTIMATED FLOW ( 110 GAL/BR./DAY X 3 SR.) X30_ GAL./DAY - SVCTCM (SAS) INDEX - REQUIRED SEPTIC TANK CAPACITY --080--GAL. ADJUST ACTUAL SIZE OF SEPTIC TANK 1� GAL. SOIL CLASSIFICATION _ I DESIGN PERCOLATION RATE 5-4- MIN./IN. USGS PROBABLE WATER T/3LE ELEV. _ _ EFFLUENT LOADING RATE _0.74_ GAL./DAY/S.F. OBSERVED WATER TABLE ( / / ) ELEV. _ _-_ LEACHING AREA 480-00 SO. FT. BOTTOM OF TEST TOLE ELEV. _ (10X38)+(48=10/12) Permit valid for REPAIR OI SEPTIC SYSTEM _ ONLY, due to State and Local septicvariances. Board of Health review and approval is required for any - future add itions/rennva l ions/alterations- to sewage facilities and/or structures/dwelling. Yarmouth Health Department APPROVED S0-9;0,' S *Nae Date 1 U'rri�7JN�J J17G�'� c��C EEO Y rATER DE! ")yd LEACHING CAPACITY (AREA X RATE) 340.40 GAL./DAY 460.00 X 0.74 RESERVE LEACHING CAPACITY -MORE_ GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E:P. TITLE 5 AND THE TOWN'S 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 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 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 C.OMMFNCING WORK ON SITF. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE, ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE _-_C Ail. TDtNN 9. LOT IS SHOWN ON ASSESSORS MAP .59-- AS PARCEL 10. EXISTING CESSPOOLS (3) ARE TO BE PUMPED AND REMOVED ALONG WITH ANY POLLUTED SOILS ENCOUNTERED. Z�/o 1T. INTERIOR PIPING IS TO BE: RE -PLUMBED, BY A LICENSED PLUMBER, TO DATE EXIT AS SHOWN. 12. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS: A. SOIL ABSORPTION SYSTEM LESS THAN 10' FROM LOT LINE. /1 B. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM FOUNDATION. I C. NO RESERVE AREA. Vf APPROVED: BOARD OF HEALTH DATE AGENT GINEERI' C• �58IIPROJII6243-00`dwg LOCUS N�TORY r 'y�'Rc�R y 28 a R II6243-SASDWG PROPOSED SEPTIC DESIGN FOR MARSHA FALCONE SWEETSER [LOC. 10 I Y 1 IJ4Ln SOUTH YARMOUTH, MASS S17EETSER E1VGLNEM?ING 203 SETUCKET ROAD 508- P. O. BOX 713 385-6900 SOUTH DENNIS, MASS. 02660 SCALE 1" = 20' 6A NOV. 5, 2009 RE'DEC. 23, 2009 JOB ND 6243-00 SHEET 1 OF 1 LOCATION MAP REV. - - - - - C• �58IIPROJII6243-00`dwg II6243-SASDWG 02009 SWEETSER