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Home My WebLink About12 Newfield Lane Proposed Septic DesignELEV. ELEV.= ELEV. = 89_00 SLEVEL VV ELEV. 87.30 6" UMP OA ELEV. 9-13 BAFFLE DISTRIBUTION ELEV. e BOX ELM_J (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 1500 GALLON IF MORE THAN ONE OUTLET SEPTIC TANK 3/4- BE PLACED ON FIRM BASE) 3/4' TO 1 1/2' CLEAN DOUBLE WASHED STONE FREE OF FINES & SILT SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE O'Otl ELEV. = _88,17 B HIGH CAPACITY INFILTRATORS WITH STONE IN AN /1' X 48' X 10' TRENCH FORMATION i •17 WELL N A - 20 FT. MINIMUM FROM CELLAR CLEAN SAND TOP OF FOUNDATION ELEV. = 1�•� 10 FT, MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE LOAMY SANDt0YR3/2 ADJUST (ASSUMED) CONCRETE COVERS 4' SCHEDULE 40 PVC PIPE LOAM AND SEED B LOAMY SAND 10YR5/6 MIN. PITCH 1/8" PER FT. 2" LAYER OF 18-32 x 89.1 COARSE SAND 10YR6/8 1/8' TO 1/2" GRAVEL 9.00 C2 MEDIUM SAND 90.50 MAX. WASHED STONE VENT Ed.25 MIN. NOT REQUIRED 4" CAST IRON PIPE REV. SLAB ELEV. 92.5: -- (OR EQUAL) MINIMUM PITCH 1/4" PER FT. E z 1 CU. FT. OF CONCRETE ANCHOR 87.50 FLOW LINE X ELEV. ELEV.= ELEV. = 89_00 SLEVEL VV ELEV. 87.30 6" UMP OA ELEV. 9-13 BAFFLE DISTRIBUTION ELEV. e BOX ELM_J (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 1500 GALLON IF MORE THAN ONE OUTLET SEPTIC TANK 3/4- BE PLACED ON FIRM BASE) 3/4' TO 1 1/2' CLEAN DOUBLE WASHED STONE FREE OF FINES & SILT SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE O'Otl ELEV. = _88,17 B HIGH CAPACITY INFILTRATORS WITH STONE IN AN /1' X 48' X 10' TRENCH FORMATION i •17 WELL N A SOIL ABSORPTION MOTT. ZONE SYSTEM (SAS) INDEX LOAMY SANDt0YR3/2 ADJUST USGS PROBABLE WATER TABLE ELEV. - _ OBSERVED WATER TABLE ( / / ) ELEV. = BOTTOM OF TEST HOLE ELEV. = / : b . 5 R ODMS NC _. 94 95 \ X LOT 7 X 9�, 13,286 SO. FTS \ a A00,A NFa 97.2 r? vx�lJ J. V Chu x / x 98-5 / X 9 tea. j o� x 9 E.. 4 93.6 / 01.2 X AGO I X 10 2. i a- 7 X 02 9 X 6 \ \Zc tuZ2 I LEGEND: EXISTING SPOT ELEVATION 00„0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION FINAL CONTOUR SOIL TEST LOCATION IS UTILITY POLE -_- TOWN WATER -WSW CATCH BASIN l®j GAS LINE CLEAN OUT CESSPOOL C.P. Q SOIL TEST DATE OF SOIL TEST QCT 4. 2001 _� SOIL TEST DONE BY $!1'EEISFR ECLf:1CIEE[31d.G WITNESSED BY _ VON HOGS OBSERVATION HOLE 1 ELEV.= 90.00 PERCOLATION RATE <-_ MIN./INCH AT 65 INCHES DEPTH X 'E6`\ TEXTURE COLOR MOTT. OTHER 0-4 Ap LOAMY SANDt0YR3/2 NO ROOTS 4-18 B LOAMY SAND 10YR5/6 20% COBBLES 18-32 x 89.1 COARSE SAND 10YR6/8 GRAVEL 32-130 C2 MEDIUM SAND 2.5Y7/4 REV. X X SOIL \ 1 TEST v v d" X - v \�.CS OX 1500 GALLON 9 �� SEPTIC TANK p / : b . 5 R ODMS NC _. 94 95 \ X LOT 7 X 9�, 13,286 SO. FTS \ a A00,A NFa 97.2 r? vx�lJ J. V Chu x / x 98-5 / X 9 tea. j o� x 9 E.. 4 93.6 / 01.2 X AGO I X 10 2. i a- 7 X 02 9 X 6 \ \Zc tuZ2 I LEGEND: EXISTING SPOT ELEVATION 00„0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION FINAL CONTOUR SOIL TEST LOCATION IS UTILITY POLE -_- TOWN WATER -WSW CATCH BASIN l®j GAS LINE CLEAN OUT CESSPOOL C.P. Q SOIL TEST DATE OF SOIL TEST QCT 4. 2001 _� SOIL TEST DONE BY $!1'EEISFR ECLf:1CIEE[31d.G WITNESSED BY _ VON HOGS OBSERVATION HOLE 1 ELEV.= 90.00 PERCOLATION RATE <-_ MIN./INCH AT 65 INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-4 Ap LOAMY SANDt0YR3/2 NO ROOTS 4-18 B LOAMY SAND 10YR5/6 20% COBBLES 18-32 Cl COARSE SAND 10YR6/8 GRAVEL 32-130 C2 MEDIUM SAND 2.5Y7/4 REV. NO WATER ENCOUNTERED AT 120' ELEV. - _moll DESIGN CALCULATIONS 4 NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT _ NO TOTAL ESTIMATED FLOW _ REQUIRED SEC TANK CAPIYBR) -0_ GAL./DAY 150 ACTUAL SIZE OF SEPTIC TANK 0 GAL SOIL CLASSIFICATION _I_ DESIGN PERCOLATION RATE Ste- MIN./IN. EFFLUENT LOADING RATE Q14- GAL/DAY/S.F. LEACHING AREA _026A33 SQ. FT. (11X48)+(59X2X10/12) LEACHING CAPACITY (AREA X RATE) -443,4$ GAL/DAY 828.33 X 0.74 RESERVE LEACHING CAPACITY 44.3.4$ GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF __YAWQ0L_ 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 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 1-886-344-7233 AT LEAST 72 HOURS 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 IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE _ O 3. LOT IS SHOWN ON ASSESSORS MAP 105 AS PARCEL _ 21 10. EXISTING CESSPOOLS ARE TO BE PUMPED AND REMOVED. EY1N OF Q DUMAS No 619QAPPROVED: BOARD OF HEALTH 0 o a� ITAM DATE AGENT LOCUS 2 ROUTE 6 0 PROPOSED SEPTIC DESIGN FOR DEAN TALLMAN G PROJECT LOCATION IDT LN. 12 NETNM \T JV.,l Yi OU"IR 11ASS SV= ENGLM1TEMWG 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 DAA MAY 6, 2002 SCALE 1' = 20' REV. AUG. 19, 2003 JOB NQ. 5248-00 SHEET 1 OF 1 w nnnn cuicrxco ru CiuccDu LOCATION MAP REV.