The URL can be used to link to this page

Home My WebLink About16 Midstream Drive - Proposed Septic Designm 20 FT. MIN'MU1J FROM CELLAR OR CRAWL SPACEIS ' f1 1' _.T 1^y IfiNIRSUM FROM SLAP DATE Or SO;�`L N Y f' TOP G� FOUNDATION - 20 7 - ELEV c 106_20 1C FT. MINIMUM 10AM AND SEED r r cyrE 5� EN^•INc SOI'' it. , DONE BY =-- " RINC �IN'ULAIR 8 INSPECTION PORT NITNESSED BY _.. �Olr' HD A } 24" MANHOLE 24" MANHOLE COVER TREATMENT FLAK? COVERS MODEL 950 CN CLEAN SAND c ^i` �t L� �I 4` SCHEDULE 40 FVC PIPE D?SEZ iVA'nON HOLE 1 ELEV= 106,0 \\\\\\ MIN. PITCH 1/8" PER FT. 2" LAYER OF -- 1/E` TO 1/2` PERCOLATION RATE < 2�, MIN./INCHAT 51 INCHES WASHED STONE 1.70 4" CAST IRON PIPE 105.4 MAX OR FILTER FABRIC VENT (OR EQUAL) MINIMUM 104.15 MIN. NOT REQUIRED PITCH 1/4" PER FT. z Lo LINE , 103.40 ELEV. ,t 104.50 I f MIN.' ! ELEV. V. a 104.00 6` SUMP ELEV. = 103A� _103.20 DISTRIBUTION ELEV- - (TO BE PLACED ON FIRM BASE) BOX 102Q SINGULAR TREATMENT (To BE WATER TESTED PLANT - 3/4' Tb 1 1/2` CLEAN PLANT c CATCH WASHED STONE SAMPLE CATCH AND FREE OF FtNES h SILT RECIRCULATING PUMP SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE -INT - LEGEND: ' EXISTING SPOT ELEVATION 00,0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION 0( -OSI FINAL CONTOUR OG SO!L TEST LOCATION UTILITY POLE -0- TOWN WATEP. -W W CATCH BASIN /CN GAS LINE C G 0 CLEAN OUT 10YR5/6 ROOTS, >. CESSPOOL C.P. (� 12 DEPTH HOR!Z TEXTURE ICOLOR M0i). OTHER 0-9" A/E LOAMY SAND IOYR6/1 NO ROOTS 9-33" B LOAMY SAND 10YR5/6 ROOTS, >. 33-120' Cl MEDIUM/COARSE SAND 2.5Y7/4 Sr'E=ER NG1N �RWG 235 GREAT WESTERN ROAD 508- P. Q BOX 713 - 398-3922 SOUTH DENNIS, MASS. 02660" " DATEM MAY 15, 2007 SCALE 1 " c a, REV- AUG.: 1, 2007,- [5O"`0-6533-00 j ) :1-.- 1.. _:Ic :I 3 HIGH CAPACITY INFILTRATORS NO NATER ENCOUNTERED AT 120" ELEV. 96:0 WITH STONE IN A 10.5 X25 X 10' TRENCH FORMATION ? OBSERVATION HOLE 2 ELEV. 106.4 A WELL N A 6.67 ZONE SOIL ABSORPTION In INDEX SYSTEM (SAS) ADJUST USGS PROBABLE WATER TABLE ELEV. _ _ OBSERVED WATER TABLE ( / / ) ELEV. = BOTTOM OF TEST HOLE ELEV. _ __95z4_Q �5250� 0 106.25 RE O. .2 SAMPLE CATCH AND •P- SOIL / RECIRCULATING PUMPeox TPTESW \ SNC'JLAIR TREATMENTIL e`105.01 i PLANT MODEL 960 -DN Trc 2 v D6. / 105.08 -\-fir_ • ,06.0E � ; � ^\,^�A \,,g � \ _ J \ 16.1 GjGJcr, T5`c � ,4 103.98 / 00.99 �y 104.05 / 007) 01.47 Y 1 11-0251 C� 100.00 DEPTH HORIZ TEXTURE COLOR MOTT, OTHER 0-9" 7 LOAMY SAND 10YR6/1 - NO RDOTS , 9-28" B LOAMY SAND 10YR5/6 ROOTS 28-132' C7 MEDIUM/COARSE SAND 2.5Y7/4 Sr'E=ER NG1N �RWG 235 GREAT WESTERN ROAD 508- P. Q BOX 713 - 398-3922 SOUTH DENNIS, MASS. 02660" " DATEM MAY 15, 2007 SCALE 1 " c a, REV- AUG.: 1, 2007,- [5O"`0-6533-00 j ) :1-.- 1.. _:Ic :I 3 HIGH CAPACITY INFILTRATORS NO NATER ENCOUNTERED AT 120" ELEV. 96:0 WITH STONE IN A 10.5 X25 X 10' TRENCH FORMATION ? OBSERVATION HOLE 2 ELEV. 106.4 A WELL N A 6.67 ZONE SOIL ABSORPTION In INDEX SYSTEM (SAS) ADJUST USGS PROBABLE WATER TABLE ELEV. _ _ OBSERVED WATER TABLE ( / / ) ELEV. = BOTTOM OF TEST HOLE ELEV. _ __95z4_Q �5250� 0 106.25 RE O. .2 SAMPLE CATCH AND •P- SOIL / RECIRCULATING PUMPeox TPTESW \ SNC'JLAIR TREATMENTIL e`105.01 i PLANT MODEL 960 -DN Trc 2 v D6. / 105.08 -\-fir_ • ,06.0E � ; � ^\,^�A \,,g � \ _ J \ 16.1 GjGJcr, T5`c � ,4 103.98 / 00.99 �y 104.05 / 007) 01.47 Y 1 11-0251 C� 100.00 DEPTH HORIZ TEXTURE COLOR MOTT, OTHER 0-9" A/E LOAMY SAND 10YR6/1 - NO RDOTS , 9-28" B LOAMY SAND 10YR5/6 ROOTS 28-132' C7 MEDIUM/COARSE SAND 2.5Y7/4 Sr'E=ER NG1N �RWG 235 GREAT WESTERN ROAD 508- P. Q BOX 713 - 398-3922 SOUTH DENNIS, MASS. 02660" " DATEM MAY 15, 2007 SCALE 1 " c a, NO WATER ENCOUNTERED AT 132" ELEV. 95.4 a DESIGN CALCULATIONS NOTES: NUMBER OF BEDROOMS 2 1. ALL WORKMANSHIPANDMATERIALS SHALL CONFORM TO D.E.P.' GARBAGE DISPOSAL UNIT - iT6- TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR TOTAL ESTIMATED FLOW THE SUBSURFACE DISPOSAL OF SEWAGE. ( 110 GAL/BR./DAY X 2 BR.) _22Q_GAL/DAY 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO 4 REQUIRED SEPTIC TANK CAPACITY _0_ GAL WITHIN 6" OF FINISHED GRADE ACTUAL SIZE OF SEPTIC TANK 1500 GAL 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF SOIL CLASSIFICATION �_ WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE DESIGN PERCOLATION RATE 3_¢- MIN./I N, USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. EFFLUENT LOADING RATE �,Z4-S0. FT. GAL/DAY/S.F. LEACHING AREA 121.86 4 ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL y (10.5X25)+(35.5X2X10/12) BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH LEACHING CAPACITY (AREA X RATE) 235-M GAL/DAY DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 321.88 X 074 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. RESERVE LEACHING CAPACITY �'4 GAL./DAY 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR, 1 IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERTY 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. S. PARCEL IS IN FLOOD ZONE C 9. LOT IS SHOWN ON .ASSESSORS MAP 101 AS PARCEL 10. PARCEL IS INSIDE A ZONE 2 OF A PUBLIC WATER SUPPLY. 11. A DEED RESTRICTION IS REQUIRED LIMITING DWELLING TO TWO BEDROOMS. 12. SITING APPROVAL IS REQUIRED FOR USE OF I/A TECHNOLOGY. 13. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 42 HOURS (2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER $ELOV'); 'I Yna:lccstte SieaEtB i%tgur:irmtAPPROVED 1 Na e Bale Vy S L A�I4ti DATE AGENT J VO Locus ke f(s qp GREAT WESTERN f PROPOSED SEPTIC DESIGN FOR DUBLIN CONSTRUCTION g 3 NO WATER ENCOUNTERED AT 132" ELEV. 95.4 a DESIGN CALCULATIONS NOTES: NUMBER OF BEDROOMS 2 1. ALL WORKMANSHIPANDMATERIALS SHALL CONFORM TO D.E.P.' GARBAGE DISPOSAL UNIT - iT6- TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR TOTAL ESTIMATED FLOW THE SUBSURFACE DISPOSAL OF SEWAGE. ( 110 GAL/BR./DAY X 2 BR.) _22Q_GAL/DAY 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO 4 REQUIRED SEPTIC TANK CAPACITY _0_ GAL WITHIN 6" OF FINISHED GRADE ACTUAL SIZE OF SEPTIC TANK 1500 GAL 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF SOIL CLASSIFICATION �_ WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE DESIGN PERCOLATION RATE 3_¢- MIN./I N, USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. EFFLUENT LOADING RATE �,Z4-S0. FT. GAL/DAY/S.F. LEACHING AREA 121.86 4 ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL y (10.5X25)+(35.5X2X10/12) BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH LEACHING CAPACITY (AREA X RATE) 235-M GAL/DAY DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 321.88 X 074 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. RESERVE LEACHING CAPACITY �'4 GAL./DAY 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR, 1 IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERTY 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. S. PARCEL IS IN FLOOD ZONE C 9. LOT IS SHOWN ON .ASSESSORS MAP 101 AS PARCEL 10. PARCEL IS INSIDE A ZONE 2 OF A PUBLIC WATER SUPPLY. 11. A DEED RESTRICTION IS REQUIRED LIMITING DWELLING TO TWO BEDROOMS. 12. SITING APPROVAL IS REQUIRED FOR USE OF I/A TECHNOLOGY. 13. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 42 HOURS (2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER $ELOV'); 'I Yna:lccstte SieaEtB i%tgur:irmtAPPROVED 1 Na e Bale Vy S L A�I4ti DATE AGENT J VO c Locus ke f(s qp GREAT WESTERN f PROPOSED SEPTIC DESIGN FOR DUBLIN CONSTRUCTION PROJECT LOCATION LOT 44 16 MIbSTREA. DRIVE, ,S.Y. .-- Sr'E=ER NG1N �RWG 235 GREAT WESTERN ROAD 508- P. Q BOX 713 - 398-3922 SOUTH DENNIS, MASS. 02660" " DATEM MAY 15, 2007 SCALE 1 " c a, REV- AUG.: 1, 2007,- [5O"`0-6533-00 j LOCATION MAP REV. SHEET . 1 OF,1 ,, c