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HomeMy WebLinkAboutEngineered Plan - 20045 -FEET 19 INCHES+, IF MORE THAN ONE OUTLET IN AN 11 A 45 j 10 %/TENCH FL7RfflfA1jON 6 FEET 24 INCHES 1500 GALLON 7 FEET 29 INCHES .(TO BE PLACED 'ON FIRM BASE) WELL N A NO WATER ENCOUNTERED AT_ 1 0" ELEV. -_ £38 0 NO WATER ENCOUNTERED AT __120" ELEV. T1 T t�,V SOIL. ABSORPTION! 8 FEET 34 INCHES SEPTIC TANK ZONE s 3/4 TO ] 1/2' CLEAN SYSTEM(SAS)INDEX DOUBLE WASHED STONE ADJUST FREE OF FINES & SILT N DESIGN CALCULATIONS USGS PROBABLE WATER TABLE ELEV. NUMBER' OF BEDROOMS 4 SEVIAGE DISPOSAL SYSTEM PROFILE - NOT TO SCALE OBSERVED WATER TABLE ( /: / )ELEV. _. ____-- � CD':' GARBAGE DISPOSAL UNIT. BOTTOM OF TEST HOLE -ELEV. i v TOTAL ESTIMATED FLOW [� U-1 ( 110 GAL/BR./bAY X 4 B.) �0_ G AL. /DAY REQUIRED SEPTIC TANK CAPACITY $Q_ GAL: ACTUAL SIZE OF SEPTIC TANK 1500 GAL SOIL CLASSIFICATION DESIGN PERCOLATION RATE <j__ MIN./IN. - - EFFLUENT LOADING RATE ' < ��7� .GAL:/DAY/S.F. CIRCLE •LEACHING AREA 626.33 SQ. FT. �tk 4R, GREENLAND (11x48)+(59=10/12) 7LY CA MY 8AgN 107.4 LEACHING CAPACITY (AREA X RATE) M3 -a GAL/DAY W VAnON= 100.00' y 626.33 X 0.74 (Aa"M) J RESERVE LEACHING CAPACITY ' MlAa GAL/DAY .: / / � NOTES 5% / / / 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. / L X3.5 TITLE 5 AND THE TOWN'S RULES AND REGULATIONS -FOR THE SUBSURFACE DISPOSAL'OF SEWAGE. 9� 6 x,$•91 / 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 "y <\ / W 107.1 / 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 MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5NQ-DEM AA1N Tl(lnt HAS-BEEN 1vGA0E=AS T© COMPLIANCE WITH O / y x 103.8 \ o ­109.4DEEDED OR ZONING REGULATIONS. OWNER APPLICANT IS TO `y \ v 98.4 �`� `\ \ OBTAIN SUCH DETERMINATION FROM APPR PRIATE AUTHORITY. CALL "DIG -SAFE" - ONLY, EXCAVATION. 6. UTILITIES A APPROXIMATE 0 LAVATION CONTRACTOR IS TO CA S 1-888 344 233 AT LEAST 72 HOURS \ PRIOR TO COMMENCING WORK ON SITE. v`- 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 75, O Ef' S F.� 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 9. LOT IS SHOWN ON 'ASSESSORS MAP __13J`. AS PARCEL O• N, Qpm \ �� \ \ 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE \ \ \ I REPLACED WITH SAND AS SPECIFIED IN 310 CMR 1.5:255:.(3). N - 96.9 100.3: �.tx \TAf x 97.0 \ \ \ \ • 106.2 'F : ,! ` h1p. 1G9r y i. \ fi� APPROVED: BOARD, OF HEALTH SOIL \ 'f' TEST 2 �E`7 Af.", i' S \ 1 'C' DATE AGENT '~C•�S8�PR0✓j1559-00�dwq1559-SASDWG 02004 SWEETSER'ENGINEERING� J - YL DEPTH 9.00 T EXTURE '; COLOR MOTT.. 1 8" /TO 1/2! 4 CAST. IRON. PIPE 6 A " M WASH STONE. TONE 98.70 MAX. VENT 10YR2 SLAB ELEV. = 100.50 (OR EQUAL): MINIMUM 46.45 MIN. NOT REQUIRED - 4 32 B PITCH 1/4" PER FT.. 10YR5/8 z TEE FLOW LINEa 95.70 ' ELEV. = 99.00 10" MIN. �:. „ o o ECFV. =._97.50_ : :, 20. LEVEL o = o -. r o o oQ `�o `� 0 10 L V '-94.37 _ E E 1 OYR7/2 977-70t ELEV. _ �� :' GAS ELEV. _ 6" SUMP ELEV. _ _95.20_ __ --- . = BAFFLE _95.37 DISTRIBUTION ELEV. _ LIQUID DEPTH. OUTLET . . . BOX TEE (TO BE PLACED ON FIRM BASE) HIGH CAPACITY /NF/LTRATORS W#1 STONE 4 FEET 14 INCHES TO BE WATER TESTED , .17 5 -FEET 19 INCHES+, IF MORE THAN ONE OUTLET IN AN 11 A 45 j 10 %/TENCH FL7RfflfA1jON 6 FEET 24 INCHES 1500 GALLON 7 FEET 29 INCHES .(TO BE PLACED 'ON FIRM BASE) WELL N A NO WATER ENCOUNTERED AT_ 1 0" ELEV. -_ £38 0 NO WATER ENCOUNTERED AT __120" ELEV. T1 T t�,V SOIL. ABSORPTION! 8 FEET 34 INCHES SEPTIC TANK ZONE s 3/4 TO ] 1/2' CLEAN SYSTEM(SAS)INDEX DOUBLE WASHED STONE ADJUST FREE OF FINES & SILT N DESIGN CALCULATIONS USGS PROBABLE WATER TABLE ELEV. NUMBER' OF BEDROOMS 4 SEVIAGE DISPOSAL SYSTEM PROFILE - NOT TO SCALE OBSERVED WATER TABLE ( /: / )ELEV. _. ____-- � CD':' GARBAGE DISPOSAL UNIT. BOTTOM OF TEST HOLE -ELEV. i v TOTAL ESTIMATED FLOW [� U-1 ( 110 GAL/BR./bAY X 4 B.) �0_ G AL. /DAY REQUIRED SEPTIC TANK CAPACITY $Q_ GAL: ACTUAL SIZE OF SEPTIC TANK 1500 GAL SOIL CLASSIFICATION DESIGN PERCOLATION RATE <j__ MIN./IN. - - EFFLUENT LOADING RATE ' < ��7� .GAL:/DAY/S.F. CIRCLE •LEACHING AREA 626.33 SQ. FT. �tk 4R, GREENLAND (11x48)+(59=10/12) 7LY CA MY 8AgN 107.4 LEACHING CAPACITY (AREA X RATE) M3 -a GAL/DAY W VAnON= 100.00' y 626.33 X 0.74 (Aa"M) J RESERVE LEACHING CAPACITY ' MlAa GAL/DAY .: / / � NOTES 5% / / / 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. / L X3.5 TITLE 5 AND THE TOWN'S RULES AND REGULATIONS -FOR THE SUBSURFACE DISPOSAL'OF SEWAGE. 9� 6 x,$•91 / 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 "y <\ / W 107.1 / 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 MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5NQ-DEM AA1N Tl(lnt HAS-BEEN 1vGA0E=AS T© COMPLIANCE WITH O / y x 103.8 \ o ­109.4DEEDED OR ZONING REGULATIONS. OWNER APPLICANT IS TO `y \ v 98.4 �`� `\ \ OBTAIN SUCH DETERMINATION FROM APPR PRIATE AUTHORITY. CALL "DIG -SAFE" - ONLY, EXCAVATION. 6. UTILITIES A APPROXIMATE 0 LAVATION CONTRACTOR IS TO CA S 1-888 344 233 AT LEAST 72 HOURS \ PRIOR TO COMMENCING WORK ON SITE. v`- 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 75, O Ef' S F.� 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 9. LOT IS SHOWN ON 'ASSESSORS MAP __13J`. AS PARCEL O• N, Qpm \ �� \ \ 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE \ \ \ I REPLACED WITH SAND AS SPECIFIED IN 310 CMR 1.5:255:.(3). N - 96.9 100.3: �.tx \TAf x 97.0 \ \ \ \ • 106.2 'F : ,! ` h1p. 1G9r y i. \ fi� APPROVED: BOARD, OF HEALTH SOIL \ 'f' TEST 2 �E`7 Af.", i' S \ 1 'C' DATE AGENT '~C•�S8�PR0✓j1559-00�dwq1559-SASDWG 02004 SWEETSER'ENGINEERING� J - DEPTH HORI Z T EXTURE '; COLOR MOTT.. OTHER - 0-4 O A LOAMY SAND 10YR2 NO ROOTS 1= - 4 32 B LOAMY SAND 10YR5/8 z 32-120 C MEDIUM 'SAND 1 OYR7/2 5 -FEET 19 INCHES+, IF MORE THAN ONE OUTLET IN AN 11 A 45 j 10 %/TENCH FL7RfflfA1jON 6 FEET 24 INCHES 1500 GALLON 7 FEET 29 INCHES .(TO BE PLACED 'ON FIRM BASE) WELL N A NO WATER ENCOUNTERED AT_ 1 0" ELEV. -_ £38 0 NO WATER ENCOUNTERED AT __120" ELEV. T1 T t�,V SOIL. ABSORPTION! 8 FEET 34 INCHES SEPTIC TANK ZONE s 3/4 TO ] 1/2' CLEAN SYSTEM(SAS)INDEX DOUBLE WASHED STONE ADJUST FREE OF FINES & SILT N DESIGN CALCULATIONS USGS PROBABLE WATER TABLE ELEV. NUMBER' OF BEDROOMS 4 SEVIAGE DISPOSAL SYSTEM PROFILE - NOT TO SCALE OBSERVED WATER TABLE ( /: / )ELEV. _. ____-- � CD':' GARBAGE DISPOSAL UNIT. BOTTOM OF TEST HOLE -ELEV. i v TOTAL ESTIMATED FLOW [� U-1 ( 110 GAL/BR./bAY X 4 B.) �0_ G AL. /DAY REQUIRED SEPTIC TANK CAPACITY $Q_ GAL: ACTUAL SIZE OF SEPTIC TANK 1500 GAL SOIL CLASSIFICATION DESIGN PERCOLATION RATE <j__ MIN./IN. - - EFFLUENT LOADING RATE ' < ��7� .GAL:/DAY/S.F. CIRCLE •LEACHING AREA 626.33 SQ. FT. �tk 4R, GREENLAND (11x48)+(59=10/12) 7LY CA MY 8AgN 107.4 LEACHING CAPACITY (AREA X RATE) M3 -a GAL/DAY W VAnON= 100.00' y 626.33 X 0.74 (Aa"M) J RESERVE LEACHING CAPACITY ' MlAa GAL/DAY .: / / � NOTES 5% / / / 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. / L X3.5 TITLE 5 AND THE TOWN'S RULES AND REGULATIONS -FOR THE SUBSURFACE DISPOSAL'OF SEWAGE. 9� 6 x,$•91 / 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 "y <\ / W 107.1 / 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 MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5NQ-DEM AA1N Tl(lnt HAS-BEEN 1vGA0E=AS T© COMPLIANCE WITH O / y x 103.8 \ o ­109.4DEEDED OR ZONING REGULATIONS. OWNER APPLICANT IS TO `y \ v 98.4 �`� `\ \ OBTAIN SUCH DETERMINATION FROM APPR PRIATE AUTHORITY. CALL "DIG -SAFE" - ONLY, EXCAVATION. 6. UTILITIES A APPROXIMATE 0 LAVATION CONTRACTOR IS TO CA S 1-888 344 233 AT LEAST 72 HOURS \ PRIOR TO COMMENCING WORK ON SITE. v`- 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 75, O Ef' S F.� 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 9. LOT IS SHOWN ON 'ASSESSORS MAP __13J`. AS PARCEL O• N, Qpm \ �� \ \ 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE \ \ \ I REPLACED WITH SAND AS SPECIFIED IN 310 CMR 1.5:255:.(3). N - 96.9 100.3: �.tx \TAf x 97.0 \ \ \ \ • 106.2 'F : ,! ` h1p. 1G9r y i. \ fi� APPROVED: BOARD, OF HEALTH SOIL \ 'f' TEST 2 �E`7 Af.", i' S \ 1 'C' DATE AGENT '~C•�S8�PR0✓j1559-00�dwq1559-SASDWG 02004 SWEETSER'ENGINEERING� J