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HomeMy WebLinkAbout2 Morning Drive Proposed Septic Design 3BMTCHHAME TOP OF FOUNDATION ELEV._ .102_50 (ASSUMED] 2' ABOVE HIGH? POMT 10' 3• 4" CAST IRON PIPE (OR EQUAL1 MINIM PITCH 1/4 PER FT.UM A ELEV. ELEV. 98_75 SOIL TEST GATE OF SOIL TEST ��`/�L2 20 FT. MINIMUM FROM CELLAR SOIL TEST DONE BY CRAIG R. WITNESSED BY _ARy yob HONE FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND OBSERVATION HOLE 1 ELEV.=!09.50 OBSERVATION HOLE 2 ELEV.=�t CONCRETE PERCOLATION RATE _< 2- MIN./INCH AT 52_84 INCHES PERCOLATION RATE < 2_ MIN./INCH AT 564 IN Ste' COVERS 4" SCHEDULE 40 PVC PIPE LOAM ANO SEED MIN. PITCH 1/8" PER FT. 2" LAYER OF 1/8' TO 1/2 01.33 MAX. WASHED STONE VENT 100.5 MIN. NOT REQUIRED z FLOW LINE 99.33 10" MIN. LEV. 98.50_ LEVEL • _NiN 10" 97.0 6" SUMP ELEV. 980 EL V. _ _--- BAFFLE ELEV. _ _�8 7I_ �-p T� DIS'1 RIBU TION 4 HIGH CAPACITY INFILTRATORS WITH ELEV. _ STONE IN AN DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 3" 0 LOAMY SAND NO UNdud'T. M A T 1 9' A LOAMY SAND 10YR4/2 NO *• 33' B LOAMY SAND 10YR6/8 NO EL 97,75 150' C FINE SAND 2.5Y7/6 NO DEPTH HORIZ TEXTURE COLOR MOTT. \OTHER, " 3' 0 LOAMY SAND NO v r vwT, 8' A LOAMY SAND 10YR4/2 NO *• 33' 8 LOAMY SAND 10YR6/8 NO EL 97.25 140' C FINE SAND 2.5Y7/6 NO LIQUID OUTLET BOX -87,81- nrPTH TEE4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 11' X 3r X 10'TRENCH FORMATION 5 9 WATER ENCOUNTERED AT _12_ ELEV. _ _ AR -5 WATER ENCOUNTERED AT tt•- ELEV. _ __89 0- 5 FEET 19 INCHES G IF MORE THAN ONE OUTLET p17 6 FEET 24 INCHES � 500 GALLON TO BE PLACED ON FIRM BASE) SOIL= ABSORf- I ION WELL MIW 29 7 FEET 29 INCHES { ZONE 8 FEET 34 INCHES SEPTIC TANK 3/4" TO 1 1/2" CLEAN SYSTEM (SAS) INDEX e.9 02 LEGEND: DESIGN CALCULATIONS 3 DOUBLE WASHED STONE - ADJUST 21 FREE OF FINES & SILT EXISTING SPOT ELEVATION 0040 NUMBER OF BEDROOMS EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO USGS PROBABLE WATER TABLE ELEV. `_ _�11__ FINAL SPOT ELEVATION 0 . TOTAL ESTIMATED FLOW SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( 5 / Ot / 02) ELEV. = _E9 D _ FINAL CONTOUR ( 110 GAL/BR./t)AY X 3 BR.) _3,30_ GAL/DAY NOT TO SCALE Bo TEST HOLE ELEV. = -88.5__ SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY _]1.00- GAL. 00• 2 UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK 1500 GAL 0 TOWN WATER -W� W SOIL CLASSIFICATION I i CATCH BASIN ® DESIGN PERCOLATION RATE < 5 MIN,AN. VILE /y�© EFFLUENT LOADING RATE x,77 SQ. GAL./DAY/S.F. `�!_ GAS LINE C.� `• LEACHING AREA .!►8� S0. FT: . - l CLEAN OUT--.--�"'�� CESSPOOL C.P. Q (11) LEACHING CAPACITY (AREA X RATE) X80_ GAL/DAY 487 X 0.74 99.c A RESERVE LEACHING CAPACITY 360_ GAL/DAY NOTES: j 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P, TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE LOT 6 AND L07 7 2. ALL C 6"RDISPOSAL F of SANITARY ITS SHALL BE BROUGHT TO j16 COMBINED AREA �E p T 8 SOUTH STREET i 16,0511 2 OF FINISHEDGRADE. S MAP 4P jjFILE 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF T.O. f. 100.8' PARCEL 64 1 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN i" LC. PL. ?SJ03 A 96.62 / 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE i • ,/ i,. 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 i �, _j/���;-, S. NO DETERMINATION HAS BEtNrMADE AS TO COMPLIANCE WITH 1 CC.5 /; l/// _ LOT b , / DEEDED OR ZONING REGULATIONS. OWNER APPLICANT IS TO i OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. j GARAGE / IpD 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT IEAST,72 HOURS 3 PRIOR TO COMMENCING WORK ON SITE. u C ci 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 113 75 / ; j�/-�/ o SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION DECK IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER j J. / I IMMEDIATELY. ;_ . > 4' 8. PARCEL f5 IN FLOOD ZONE C do b ' °i• z 100 , Z / , / 'C' 9. LOT 15 SHOWN ON ASSESSORS MAP _42- AS PARCEL 94 / %!// % 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM'UNDER, AND O HIGH10' / \ \ 9 FOR A MINIMUM OF 5 FEET.FROM.AROUND THE SOIL ABSORPTION SYSTEM, POINT �+ " / DWELLING\ AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255; (3) r."r, S:A S c• �' GARAGE (LE, TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. 7 r } SEPTIC /' f 11: MINIMUM SETBACK 30% OF (84.40+52.5)/2=23' TANK -%i/ a3 } 11 < .4�`�tt dF 1341 y I APPROVED: BOARD OF HEALTH 1, ,-{ N }R�A,St}��, ,. +4•:p�s. I, to �� aRAto ���� � �w;'rc�:�'":y'NV4Gw , 1 SHORT 1;; m (�SRa2nJ DRIVEW CIVIL _ / 96.0 > �v 1 `'+ 1}` i i •' - DATE AGENT ,. } , I� •/'� � - (���F �� .o PROPOSED SEPTIC DESIGN . - 90.00' �`., I` ; �. �-- c' 2 FOR Xf- LINDA SETHARES NOTE 1 \ SBe EE 0 ,/ "I y � R( V � � _�� o,, _�,U0� R�IN \ _ M o , LDC. PAR: 84, MORNING DRIVE SOUTH YARMOUTH, MASS {i2lLA G ER SHOR ERN T, -R i X63 �¢ 508- P. 0. BOX 1044 u �a7oA (� Q� N $ec�rH s T. S 398-8311 SOUTH DENNIS, MASS. 02660 DATEMAY 13, 2002 SCALE 1" _ 20' ;1 1 ? , n REVISED JOB N0. 1 Z� ZT 47y� 7� 3� I REVISED LOCATION MAP SHEET 1 OF 1 0 :2002 CRAIG R. SHORT,. P.E.