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HomeMy WebLinkAbout992 West Yarmouth Road - Septic Design 2DEPTH HORIZ TEXTURE COLOR MOTT. OTHER _....- - LOAMY SAND 10YR4/2 NO ROOTS 10-22 B LOAMY SAND 10YR6/6- 10-22 ROOTS 22-46 Cl 11W TO 1/2" 2.5Y6/4 , 46-1201 C2 MEDIUM SAND 2.5Y6/4 " '" X MAX. WASHED STONE ..VENT 3.00 4"- CAST IRON PIPEMAX.X 46-120 C2 MIN. 2.5Y6/4 NOT REQUIRED p44RD . OCH CONu! E (OR EQUAL) MINIMUM FP.M DKHRDF PITCH 1/4" PER FT, T1m z 1 CU. FT. OF CONCRETE FLOW LINE X ANCHOR l ELEV. _ .X MIN. EV. = X p 0" ° ° =° -� ° • e LEVEL ° 10 X ELEV. '_ - GAS ELEV, _ �X 6" SUMP ELEV. _ _ X .._ ° E V. _ BAFFLE DISTRIBUTION > LIQUID TLET ELEV. BOX 4HiGH CAPACITY INFILTRATORS WITH. - _X� STONE IN AN z d DEPTH (TO BE PLACED ON FIRM BASE) T BE WATER TESTED X DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-10 A LOAMY SAND 10YR4/2 NO ROOTS 10-22 B LOAMY SAND 10YR6/6- 10-22 ROOTS 22-46 Cl MEDIUM SAND 2.5Y6/4 , 46-1201 C2 MEDIUM SAND 2.5Y6/4 2.5Y6/4 T '" 4 FEET 14 INCHES 0 11' X 38' X 10° TRENCH FORMATION y 5 FEET 19 INCHES ^ IF MORE THAN ONE OUTLET 1 A in WELL N/A NO WATER ENCOUNTERED AT t1Q ELEV. _ _ NO NO WATER ENCOUNTERED AT _NQ__ ELEV. _ �t1Q 6 FEET 24 INCHES X500 GALLON SOIL ABSORPTION 7 FEET 29 INCHES T (TO BE PLACED ON FIRM BASE) 8 FEET 34 INCHES SEP71C IC+ TANK 3/4* TO 1 1/2" CLEANINDEXDOUBLE WASHED STONE SYSTEM! (SAS) ADJUST E OF FINES & SILT LEGEND: DESIGN CALCUTAA11ONS BENCHMARK ' ' ARK: FREE USGS PROBABLE WATER TABLE ELEV.,m _ EXISTING SPOT ELEVATION 00><0 NUMBER OF BEDROOMS CaVC. BOUND SEWAGE DISPOSAL SYSTEM STEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT _►iQ�`,• EYVAPON= 100.00' NOT TO SCALE BOTTOM OF TEST HOLE ELEV. e _�(� FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW (AS5UA1£DJ FINAL CONTOUR— (110 GAL/ER/DAY X :i_ 8R.) GAL./DAY SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY S4_ GAL. UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK 1500 GAL, TOWN WATER —W—W SOIL, CLASSIFICATION e��•Op CATCH BASIN GJIBN DESIGN`PERCOLATION, RATE GAS LINE 0\-/ EFFLUENT LOADING RATE GAL,/DAY/S F. \ CLEAN OUT LEACHING AREA 474__ SQ. FT \\ CESSPOOL C.P. Q iEACHtNG{CAP O�AREA X RATE) Z= GAL/DAY" . 474.33 X 0.74 RESERVE LEACHING CAPACITY =011OAL/OAY. NOTES: L ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.P, ` TITLE 5 AND THE TOWN OF _-7L�B�Q4Zhl RUL£S 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 ='"s ` 10 FT: OF DRIVES OR PARKING AREAS. H-20 LOAONG;SHALL BE A USED UNDER OR WITHIN 10,FT. OF DRIVES OR PARKING AREAS. - 4. ANY MASONARY UNITS USED ,TO BRING COVERS TO GRADE SHALL 701 52 BE MORTARED IN PLACE. _---•----:-NO-DETEPr..NAT?ON HAS BEEN MADE AS TO COMPUANCE'WITH ' —N— ___. _._,-_- DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR J _ — 1S TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS - 1I \ PRIOR TO COMMENCING WORK ON SITE. \ 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS -AS WELL AS ` SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION 1Ol IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER k l0 IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE ',.�C- -. 9. LOT 1S SHOWN ON -ASSESSORS MAP _124 AS PARCEL 27 t k 107 �S x Og-35 10. A NEGATIVE 'GRADE OF 3/4', PER FOOT SHALL BE MAINTAINED FOR A ~ LOT 8 .FDI, r MINIMUM OF 15' AWAY FROM 'THE FOUNDATION, 26.00' 91' 11. A VARIANCE OF 2`;.IS REQUIRED FOR THE TOP OF FOUNDATION TO BE ' Z 3, % 7J 6 S. F. LESS THAN 2' ABOVE THE HIGH POINT IN ROAD. �• x o3.s9 s z xf X APP 10 .4 31311 D. BOX ROVED: BOARD OF, HEALTH. ,tl Qm' �.;DATE - NT.,. � :AGE PROPOSED SEPTIC DESItzil ' _FOR,f. DAVENPORT REALTY TRUST PROJECT LOCATION IDT p g� A 992 TT. YAR1*rOLrM. LT J.! YVtR sr, 235 GREAT, WESTERN -ROAD < 508— P. 0. BOX 713, 398-3922 SOUTH DENNIS, MASS. 02660 `ATE MAY 2 20', REVISED JOB NO, j 5137-700 DEPTH HORIZ TEXTURE R' VOTT.' OTHER 0-10 A LOAMY SAND 10YRO '.NO, ROOTS 10-22 B LOAMY SAND 10YR6/6 22-46 C1 MEDIUM SAND 2.5Y6/4 T '" 46-120 C2 MEDIUM SAND 2.5Y6/4 p44RD . OCH CONu! E FP.M DKHRDF 4 FEET 14 INCHES 0 11' X 38' X 10° TRENCH FORMATION y 5 FEET 19 INCHES ^ IF MORE THAN ONE OUTLET 1 A in WELL N/A NO WATER ENCOUNTERED AT t1Q ELEV. _ _ NO NO WATER ENCOUNTERED AT _NQ__ ELEV. _ �t1Q 6 FEET 24 INCHES X500 GALLON SOIL ABSORPTION 7 FEET 29 INCHES T (TO BE PLACED ON FIRM BASE) 8 FEET 34 INCHES SEP71C IC+ TANK 3/4* TO 1 1/2" CLEANINDEXDOUBLE WASHED STONE SYSTEM! (SAS) ADJUST E OF FINES & SILT LEGEND: DESIGN CALCUTAA11ONS BENCHMARK ' ' ARK: FREE USGS PROBABLE WATER TABLE ELEV.,m _ EXISTING SPOT ELEVATION 00><0 NUMBER OF BEDROOMS CaVC. BOUND SEWAGE DISPOSAL SYSTEM STEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT _►iQ�`,• EYVAPON= 100.00' NOT TO SCALE BOTTOM OF TEST HOLE ELEV. e _�(� FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW (AS5UA1£DJ FINAL CONTOUR— (110 GAL/ER/DAY X :i_ 8R.) GAL./DAY SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY S4_ GAL. UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK 1500 GAL, TOWN WATER —W—W SOIL, CLASSIFICATION e��•Op CATCH BASIN GJIBN DESIGN`PERCOLATION, RATE GAS LINE 0\-/ EFFLUENT LOADING RATE GAL,/DAY/S F. \ CLEAN OUT LEACHING AREA 474__ SQ. FT \\ CESSPOOL C.P. Q iEACHtNG{CAP O�AREA X RATE) Z= GAL/DAY" . 474.33 X 0.74 RESERVE LEACHING CAPACITY =011OAL/OAY. NOTES: L ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.P, ` TITLE 5 AND THE TOWN OF _-7L�B�Q4Zhl RUL£S 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 ='"s ` 10 FT: OF DRIVES OR PARKING AREAS. H-20 LOAONG;SHALL BE A USED UNDER OR WITHIN 10,FT. OF DRIVES OR PARKING AREAS. - 4. ANY MASONARY UNITS USED ,TO BRING COVERS TO GRADE SHALL 701 52 BE MORTARED IN PLACE. _---•----:-NO-DETEPr..NAT?ON HAS BEEN MADE AS TO COMPUANCE'WITH ' —N— ___. _._,-_- DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR J _ — 1S TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS - 1I \ PRIOR TO COMMENCING WORK ON SITE. \ 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS -AS WELL AS ` SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION 1Ol IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER k l0 IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE ',.�C- -. 9. LOT 1S SHOWN ON -ASSESSORS MAP _124 AS PARCEL 27 t k 107 �S x Og-35 10. A NEGATIVE 'GRADE OF 3/4', PER FOOT SHALL BE MAINTAINED FOR A ~ LOT 8 .FDI, r MINIMUM OF 15' AWAY FROM 'THE FOUNDATION, 26.00' 91' 11. A VARIANCE OF 2`;.IS REQUIRED FOR THE TOP OF FOUNDATION TO BE ' Z 3, % 7J 6 S. F. LESS THAN 2' ABOVE THE HIGH POINT IN ROAD. �• x o3.s9 s z xf X APP 10 .4 31311 D. BOX ROVED: BOARD OF, HEALTH. ,tl Qm' �.;DATE - NT.,. � :AGE PROPOSED SEPTIC DESItzil ' _FOR,f. DAVENPORT REALTY TRUST PROJECT LOCATION IDT p g� A 992 TT. YAR1*rOLrM. LT J.! YVtR sr, 235 GREAT, WESTERN -ROAD < 508— P. 0. BOX 713, 398-3922 SOUTH DENNIS, MASS. 02660 `ATE MAY 2 20', REVISED JOB NO, j 5137-700