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HomeMy WebLinkAbout107 Stratford Lane - Septic Design 5DEPTH HORIZ TEXTURE COLOR MOTT. OTHER Z LATLN Ut 0/A'SANDY LOAM 10YR2/2 NO' ROOTS 6-34 8 LOAMY SAND 1 /8- TO 1/2- B ROOTS 6.50 Cl MEDIUM'SAND 2.5(7/3 30-66 WASHED STONE 94.30 MAX VENT C2 LOAMY SAND 10YR6/4 4" CAST IRON PIPE 66-78 74-90 92.05 MIN. NOT REQUIRED SLAB ELEV. = 92.70 (OR EQUAL) MINIMUM- C4' LOAMY SAND MEDIUM SAND ? 1 CU. FT, OF PITCH 1/4" PER FT. LOCATION' MAP. REVISED CONCRETE FLOW LINE 91.30 b ANCHOR , - ELEV. 91.70 10" "''MIN. 2.0,, a o _ o i LEV. _ 91.15 LEVEL o = 010. 10T _ - ELEV., 89.97 ELEV. _ _91�Q_ . GAS ELEV. _ _9L05_ 6" SUMP ELEV. _ 90.&3_ BAFFLE DISTRIBUTION LIQUID OUTLET 1 ELEV. BOX 90.80_ 4 HIGH CAPACITY INFILTRATORS WITH STONE IN AN QEPTH TEE (TO BE PLACED ON FIRM BASE)87 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-6 0/A'SANDY LOAM 10YR2/2 NO' ROOTS 6-34 8 LOAMY SAND 10YR5/8 B ROOTS 34-64 Cl MEDIUM'SAND 2.5(7/3 30-66 Cl 64-74 C2 LOAMY SAND 10YR6/4 66-78 74-90 C3 MEDIUM SAND 7.SYR6/8 90-144 C4' LOAMY SAND MEDIUM SAND 7.5YR6/8 DEPTH HORIZ TEXTURE COLOR ...MOTT. OTHER 0-10 A SANDY LOAM 10YR2/2' NO ROOTS 10-30 B LOAMY SAND 10YR5/8 : 30-66 Cl MEDIUM SAND 2.5Y7/3 66-78 C2 LOAMY SAND 10YR6/4 78-14 .C3 MEDIUM SAND 7.5YR6/8 4 FEET 14 INCHES TO BE WATER TESTED 11' X 35' X 10' TRENCH FORMATION ' 6 FEET 24 (INCHES 1500 GALLON IF MORE THAN ONE RM BA �+ pT� ° WELL NIA NO WATER ENCOUNTERED AT _: 44= ELEV. _X8219 NO, WATER ENCOUNTERED AT _144" ELEV. 7 FEET 29 INCHES c T7 A 'l (TO BE PLACED ON FIRM BASE) SOIL ABSORr I OZONE 8 FEET 34 INCHES SEPTIC TANK 3/4" TO 1 1/2" CLEANS Vim+TEiS� (SAS) DOUBLE WASHED STONE S ! JAS, INDEX FREE OF FINES & SILT LEGEND: DESIGN CALCULATIONS �+ �+ vc► C USGS PROBABLE WATER TABLE ELEV. - _ EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS _3� SEWAGE DISPOSAL S STEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. _ EXISTING CONTOUR ---00---- GARBAGE DISPOSAL UNIT 1iQ_ NOT TO SCALE BOTTOM OF TEST HOLE ELEV.. FINAL SPOT ELEVATION M TOTAL ESTIMATED FLOW FINAL CONTOUR-----= ( 110 GAL./BR./DAY X 3DR.) _NQ- GAL./DAY SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY .�4_ GAL. UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK 1500 GAL. TOWN WATER —WSW SOIL CLASSIFICATION CATCH BASIN �®N DESIGN PERCOLATION RATE 5�_ MIN./IN. GAS UNE GG`�7 EFFLUENT LOADING RATE --OJ-+- GAL./DAY/S.F. CLEAN OUT C.O. LEACHING AREA A74.33 SQ. FT. / CESSPOOL - C.P. Q HG+(47X2IClOO LEACAREA X RATE) MUM GAL./DAY ✓ fr / . i = 474.33 X 0.74 R D s � RESERVE LEACHING CAPACITY 151.04GAL/DAY MOON A NOTES. 1 TITLE 5ANDTHETOWN RNPAND MATERIALS SHALL CONFORM TO D.E.P. • OF ___YARMOUTH RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. J 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO NITHIN 6" OF FINISHED GRADE 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 120.90 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN " ARAS. H-20 LOADING Bl7-ASPHALT ROAD USED UNDER IORSWITHIN ARO IFT. OFEDRIVES OR PARKINGSHALL AREAS. E 4. ANY MASONARY UNITS USED TO BRING COVERS TO'GRAOE SHALL BE MORTARED IN PLACE. SDETERMINATION BEEN WTH OE AS O TIONS. / APPLICANT COMPLIANIS TO " DEEDED ORZONING REGULA OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR " IS TO CALL "AIG -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.� - S. PARCEL IS IN ROOD ZONE C $ 9. LOT IS SHOWN ON ASSESSORS MAP _ 134 AS PARCEL 87 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED WITH SAND AS SPECIFIED 1N' 310 CMR 15.255:(3). 4p yg. OROy V VAS \ _ 3 gEpR OOIygL G9 1, T A. 0 =+ t . BOARD OF HEALTH 1341 'APPROVED: > � � APPROVED .. f Oa F ST£R Ok �+D 51t �p �"4MIT0.P11.N m _ 1500 GALLON / rj� �•� DATE AGENT /vT�r Lo v� SETUCKET 6P ROS PROPOSED SEPTIC,DESIGN FOR ' DUBLIN comMUCTION PROJECT LOCATION f1f LOT 107 STRATF RD (Tv'T� L� . YARMOM sr.=M? G 235 GREAT WESTERN ROAD P. 0. BOX 713 398 3922 SOUTH DENNIS, MASS. 02660 DATEM AY -16, :2002 SCALE .1 " = 20' Fj_oB NO. 5406-00 REVISED 7 SHEET 1 0F' 1 LOCATION' MAP. REVISED