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HomeMy WebLinkAboutEngineer PlanbA f BENCHMARK TOP OF FOUNDATION ELEV. = Ibti-f) -, (A) 10 FT. 10 FT. 4' CAST IRON PIPE (OR EQUAL MINIMUM PITCH 1 /4 PER FT. ELEV. ; ELEV. FRCfM S11i8 OR CRAWL SPACE 2' PRESSURE PIPE 150 PSI MINIMUM - CONCRETE FLOW r ELEV. mc PLACED ON FIRM BASE) 4' SCHEDULE 40 PVC PIPE MIN. PITCH 1 /8' PER FT, - ELEV. t Ulm SAND 102,5 2" LAYER OF 1j8' TO 1/2' MASHED STONE SUIL 1 t 5 I GATE OF SOIL TEST SOIL TEST DONE BY ' �AgIk�NG WITNESSED BY VENT OBSERVATION HOLE 1 ELEV- 1 CU. FT. OF PERCOLATION RATE ' MIN./INCH rCONCRETE ANCHOR � .00 SUMP ELEV. m HIGH CAPACITY INFILTRATORS SUM ENCH �� 7 DISTRIBUTION 3 �', TRFORMAnON WELL 3 DRILL SOIL ABSORPTION , INDEX � H HOLE TO BE WATER TESTED SYSTEM (SAS) ADJUST CHECK 3/4' TO 1 1 /2' WASHED STONE Vz USG Pico o5a,t % =' VALVE USGS PROBABLE WATER TAKE ELEV. _-.i...� 1 DEPTH Ht>Ri2 ct�tt MlOTT. OTHER C�AFS� Ip y1� t'{;; I01t; �fy OUTLET (TO OBSERVED WATER TABLE ( � j 2 � l _ 1 F.1EK _ -,�- 14 INCITES 2000 GALLON PUMP - CONCRETE BOTTOM OF TEST HOLE ELEV. _ WATOk ENCOUNTERED AT '' = ELEV. a `' 19INCFES PUMP CHAMBER CALCULATIONS pv r ? � 'e4 t� 24 INIFS SEPTIC ,.TAlJK CHAMBER �,�" 299 tN r . Ir"u�t rt+ '� REQUIRED FLOW PER C 25 X� - GAL/CYCLE DESIGN CALCULATIONS 3# IN S F'*c' ELEV. AT INVERT INLET _. ' CONCRETE ELEV. AT ALARM ON ' VOLUME PER CYCLE L GAL/CYCLE / 7.48 GAL/CU. FT. I 1,03 GU. F7./CYCLE ELEV. AT PUMP ON VOLUME OF WATER IN PIPE 3.14 X 0.006 X � FT. FT. NUMBER OF BEDROOMS TOTAL MINIMUM lUM1E PER CYCLE i ?. 7 CU. FT. GARBAGE DISPOSAL UNIT SEWAGE DISPOSAL SYSTEM PROFILE ELEV. AT PUMP OFF ., TOTAL ESTIMATED FLOW BOTTOM OF INSIDE PUMP CHAMBER ' DISCHARGE j ' 7 � CU,, FT. / 34,67 CU. FT./FT. JET. � --� � � FT. (t 0O0 G.S.T.) , � , NOT TO SCALE BOTTOM OF OUTSIDE PUMP CHAMBER GE CAPACITY GAL/DAY / 7.48 GAL/CU. FT. / 34.67 CU. FT./FT.: FT (110 GAL/DR./DAY X Elk.) GGAL AL/DAY Vie .� A_ REQUIRED SEPTIC TANK CAPACITY 2000 GAL ��' r LEGEND• T'1 TANK CAPACITY OF SEPTIC TANK (5X1OX(5.33— i__;..�X7.48) = , (� GALLONS 0 PRO ED EXISTING SPOT ELEVATION 00%O ACTUAL SIZE OF SEP C CAPACITY OF SEPTIC TANK GAL. BUOYANCY CALCULATIONS:! ,",� ,P*n EX15TI7liG CONTOUR----00---- SOT. CLASSIFICATION DESIGN PERCOLATION RATE I � MIN./ 2000 GAL) SEPN. TIC TANK (H2d) WEIGHT OF WATER DISPLACED 1000 GALLON PUMP C*iAMbER (H20) WEIGHT OF WATER DISPLACED + ' FINAL SPOT ELEVAIM FINAL CONTOUR EFFLUENT LOADING RATE L€,ACHtAIG 4 GAL/DAY/S.F. D SQ. FT. '"R. g� -. (11X6X 1':. X -) ,, )b - L$S. (9X5.25X X 6" j BS. SOIL TEST LOCAIM -�' ? ', WEIGHT OF TANK PER MANUFACTURER CON W SIDE TANK g2E1 25,080 LBS. WEIGHT OF TANK PER MANUFACTURER WEIGHT OF INSIDE 14,500 l8S UTILITY POLE TOWN WATER aW LEAGUING CAPACITY (AREA X RATE} i V GAL /DAY WEIGHT OF 'c ?t i yP> > * LBS. CATCH BASIN®� LINE G RESERVE LEACHING CAPACITY �T_.+ GAL/DAY EXCESS WEIGHT TO OFFSET FLOTATION WEIGHT OF 10" SUMP 1,869 L65. GAS �e L.85. EXCESS WEIGHT TO�OF7'SET)FLOTAl10N NOTES: -� �,� �. LBs. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 4q i r TITLE 5 AND THE TOWN OF ,' t r `, '_'' 7' RULES AND 17. EXISTING CESSPOOLS ARE TO BE PUMPED AND REMO`iED. REGULATIONS FOR 7K SUBSURFACE DISPOSAL OF SEWAGE. 18. !NTERIOR PLUMBING IS TO BE REROUTED TO EXIT AS SHOWN 1 ALL COVERS TD SANITARY UNITS SHALL BE BROUGHT TO 19. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS: ALL 6 FlNiSHED GhA[UE. A. SOIL ABSORPTION SYSTEM ONLY 4' ABOVE ADJUSTED WATER TABLE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL TEE C,APAE3LE OF B. USE OF ONLY HALF OF THE WATER TABLE ADJUSTMENT. WI'f11�{STANDING H-10 LOADING UNLESS IWY ARE UNDER OR 1M1114IN C. NO RESERVE AREA 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALI. BE D. NO RESERVE i10N SYSTEM LESS THAN 10' FROM LOT LINE. USED UNDER OR WITNtN 10 FT. OF DRIVES OR PAFcKWG & 4 ANY MASONARY UNITS USED TO 8MG COVEki ; TO SHALL ^vt BE MftTARED IN PLACE. � 5. NO DETIERMINA710N HAS bEEN M &iE AS TO C0MeUANc : *1 ftl DEMO OR ZONING kEGULATiO & ov0NEk / APPUCANT IS TO OBTAIN SUCH DE10AU vA11ON FROM APPROPRIATE AUTHORITY. 6. UTIUTIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG —SAFE' AT 1-888-344�-7233 AT LEAST 72 HOURS ELEV. _ 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. 4 9 & PARCEL IS IN FLOOD ZONE 9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL. 10, PUMP AND ALARM ARE TO BE ON SKATE CIRCUITS. INSIDE FACE 13 TO BE 11. ALARM IS TO BE BOTH AUDIO AND VISUAL ASPHALT COATED AND 12. SEPTIC TANK AND PUMP CHAMBER ARE TO BE ASPHALT COATED HAVE 6 ML. POLY ATTACHED AND HAVE 6 ML. POLY ATTACHED. 13, ALL UNSUITABLE MATERIAL SHAD_ BE REMOVED FROM UNDER AND FOR STEEL STRENGTH A MINIMUM OF 5' AROUND LEACHING FACILITY AND BE REPLAN WITH F}r=b0,000 PSI MAIERMAL AS SPECIFIED IN310 CMR 15,255: (3). 14. AN ELECTRIC PERMIT IS REQUIRED TO MARE TINE PUMP CHAMb'Ek- v 15. SEPTIC TANK AND PUMP CHAMBER ARE TO HAVE ELASTOM ER*C SEALS. �—� 16. A ZABEL A18OO FILTER IS To BE INSTALLED IN THE SEPTIC TANK. ��APPROVED: BOARD OF HEALTH iZ ELEV. WALL SCHEMATIC , r)oTr �AGENT .. DUIIMA �1NITAR'� t 7- ELEV_ ELEV. - �'o t CONCRETE STRENGTH 3,000 PSI PROPOSED SEPTIC DESIGN FOR _, rr { t f ` f ig,Is+ fstQ E__t Gjt! PROJECT LOCATION x S WEETS'ER ENG NEERING 508— 235 GREAT BOX 7R 3 ROAD 339 2 SOUTH DENNIS, MASS. 02660 OWNS I I DATE lL?L SCALE N r i REVISED JOB NO. LOCATION MAP I SI HEFT OF © -.o'se SW m-rv:j R t: mt-j t;vm RED