Loading...
HomeMy WebLinkAboutEngineered Plan - 1999HORI TEXTURE BENCHMARK MOTT. TOP OF FOUNDATION 20 Fr. MINIMUM FROM CELLAR . 10 Fr. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE ELEV. SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508— P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 (ASSUMED) CALE CONCRETE NO. e�, COVERS 4* SCHEDULE 40 PVC PIPE REVISEDJOB MIN. PITCH 1/8 PER FT. LOCATION MAP REVISED Y 77 f 4" CAST IRON PIPE MINIMUM mum .6- MAX, 4 ,A (OR PITCH 1/4w PER FT. FLOW LINE ELEV. U 10- -TMIN. 2#00 ELEV. GAS LEVEL 6' SUMP -ELEV. ELEV. BAFFLE DISTRIBUTION LIQUID OUTLET, .ill I F1 BOX DEPTH 4 FEET 9 MET TEE 14 INCHES 19 INCHES TO BE WATER TESTED 1000 GALLON IF MORE THAN ONE OUTLET FEET 7 FEET 24 INCHES 29INCHES (TO BE PLACED ON FIRM BASE) SEPTIC TANK J 8 FEET 34 INCHES 3/4- TO 1 1/2 WASHED STONE SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE - CLEAN SAND LOAM AND SEED 2* LASER OF 1 /8- TO 1/2- WASHED STONE VEN NOT T REQUIRED I CU. FT. OF CONCRETE ANCHOR ti 777i., *104 ELEV. HIGH CAPACITY INFILTRATORS WITH STONE IN AN LEGEND: EXISTING SPOT ELEVOON 00,0 EXISTING CONTOUR ----00---- FINAL SPOT ELEVATION HM FINAL CONTOUR SOIL TEST LOCATION UTILITY POLE -0-_ TOWN WATER —W­xF�W CATCH BASIN \®) GAS LINE — G CLEAN OUT CESSPOOL C.P. C) SOIL' TE DATE OF SOIL TEST SOIL TEST DONE BY SWEETSERENGINEERING WITNESSED BY Os, - OBSERVATION HOLE 1 : ELEV-= 96'0 ` . PERCOLATION RATE -, Z, MIN./INCH AT INCHES I DEPTH / HORI TEXTURE �COLOR MOTT. OTHER PROJECT LOCA11ON 1_7 SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508— P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 CALE lov, NO. e�, REVISEDJOB SHEET OF LOCATION MAP REVISED Y 4 ,A TRENCH FORMATION I— V WELL /OWATER ENCOUNTERED AT EU -V. SOIL ABSORPTION ZONE SYSTEM (SAS) INDEX ADJUST— NUMBER OF BEDROOMS DESIGN CALCULATIONS v F; ;z USGS PROBABLE WATER TABLE ELEV. = GARBAGE DISPOSAL UNIT NO OBSERVED WATER TABLE ( / / ) ELEV. = TOTAL ESTIMATED FLOW BOTTOM OF TEST HOLE ELEV. - ( 110 GAL/BR./DAY X 2 BR.) 3;45l GAL/DAY Lzc Lo AJ oll, I REQUIRED SEPTIC TANK CAPACITY GAL ACTUAL SIZE OF SEPTIC TANK 1.00 GAL 'SOIL CLASSIFICATION I DESIGN PERCOLATION RATE < 5 MIN./IN. EFFLUENT LOADING RATE 0.74 GAL/DAY/S.F. LEACHING AREA YLL i M FT. ya/v 0) LEATING CAPACITY (AREA X RATE) GAL/DAY RESERVE LEACHING CAPACITY GAL/DAY 11. A PARTIAL OVERDIG IS REQUIRED AT THE NORTHERLY END NOTES: ALL WORKMANSHIP AND MATERIALS, SHALL CONFORM TO D.E.P. OF THE SOIL ABSORPTION SYSTEM, 5' AROUND AND UNDER, REPLACE 1. TITLE 5 AND THE TOWN OF 7 RULES AND AS SPECIFIED IN 310 CMR 255:(3). 12. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS: REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO A. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM CELLAR. WITHIN 6* OF FINISHED GRADE. B. NO RESERVE AREA. 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. -5NO D=R�El ANA.710N-A -HAS RE 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 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 9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL 10. EXISTING P TO BE PUMPED AND 12elncarD MAY 2 7 1999 LHEALTH 'El, Ef: Frr-_j Af4 F oT. en A APPROVED: BOARD OF HEALTH um DATE 77� AGENT ©1999 SWEETSER ENGiNEERINGJ Z, i vim- l " e PROPOSED SEPTIC DESIGN FOR: PROJECT LOCA11ON 1_7 SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508— P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 CALE DATE 1999 NO. e�, REVISEDJOB SHEET OF LOCATION MAP REVISED ©1999 SWEETSER ENGiNEERINGJ