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Home My WebLink About32 Sachem Path - Septic Design 3BERCHMARR TOP OF FOUNDATION ELEV. = 100.00 �. (ASSUMED) 20" PLUMBING TO BE RAISED AND RE -PIPED BY LICENSED PLUMBER AS NEEDED PUMP SWITCHES DETAIL ;ABEL L ELEV. - 6" SUMP ELEV. = 98_30 _ ° ° ELEV. _ FLOW LINE -g8 so ELEV. - 93.87 ALARM ON ELEV. = 9833 M " DISTRIBUTION ELEV. = 4 HIGH CAPACITY INFILTRATORS � 1 GAS 3/8" DRILL BOX -�� WITH STONE IN AN z 4' E EV. = 93.42 PUMP ON ELEV. 98.75_ BA rLE HOLE TO BE WATER TESTED 11' X 36' X 10" TRENCH FORMATION I WELL MIW29 141- ELEV. 9 _�_ (TO BE PLACED ON FIRM BASE) to ZONE _A_ ELEV. _ CHECK 3/4" TO 1 1/2• SOIL ABSORPTION INDEX 9.8 ELEV. =93.08 PUMP OFF OUTLET 92_25 VALVE WASHED STONE SYSTEM ($�1S) ADJUST -2A-112 1 10 (TO BE PLACED ON FIRM E) SOIL TEST DATE OF SOIL TEST �27L2 SOIL TEST DONE BY CRAIG R. SH _ WITNESSED BY UNN MULKFFN OBSERVATION HOLE 1 ELEV.=_9s.6 PERCOLATION RATE <_2_ MIN./INCH AT _92--M INCHES ' DEPTH HORIZ TEXTURE 4" SCHEDULE 40 PVC PIPE MOTT. OTHER S. A 20 FT. MINIMUM OM CELLAR OR CRAWL SPACE PRESSURE PIPE PSI MINIMUM MIN. PITCH 1/8- PER FT. ELEV. - CLEAN SAND 101.43 MA '%BLA �R1�2" WASHED STONE VENT 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB 2 150 NO ELEV. 95.851 CONCRETE C1 98 25 IOYR7/8 99.43 MIN. 3 COVERS SAND REQUIRED FLOW PER CYCLE .25 X __i4 - _02'& GAL./CYCLE EXISTING CONTOUR ----00---- NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT NO _ 58" C2 k GRAVEL 10YR6/6 NO 3' MAX. z 1 CU. FT. OF FINE SAND IOYR8/4 NO ( 11R0 GAL/BR./DAY X 3 8R.) -',3Q_ GAL/DAY m CONCRETE 98.81 EL 98.43 m ANCHOR 4" CAST IRON PIPE 9 '0 (OR EQUAL) MINIMUM ° ° _ ° PITCH 1/4" PER FT. LEVEL10" ' 9710 PUMP SWITCHES DETAIL ;ABEL L ELEV. - 6" SUMP ELEV. = 98_30 _ ° ° ELEV. _ FLOW LINE -g8 so ELEV. - 93.87 ALARM ON ELEV. = 9833 M " DISTRIBUTION ELEV. = 4 HIGH CAPACITY INFILTRATORS � 1 GAS 3/8" DRILL BOX -�� WITH STONE IN AN z 4' E EV. = 93.42 PUMP ON ELEV. 98.75_ BA rLE HOLE TO BE WATER TESTED 11' X 36' X 10" TRENCH FORMATION I WELL MIW29 141- ELEV. 9 _�_ (TO BE PLACED ON FIRM BASE) to ZONE _A_ ELEV. _ CHECK 3/4" TO 1 1/2• SOIL ABSORPTION INDEX 9.8 ELEV. =93.08 PUMP OFF OUTLET 92_25 VALVE WASHED STONE SYSTEM ($�1S) ADJUST -2A-112 1 10 (TO BE PLACED ON FIRM E) SOIL TEST DATE OF SOIL TEST �27L2 SOIL TEST DONE BY CRAIG R. SH _ WITNESSED BY UNN MULKFFN OBSERVATION HOLE 1 ELEV.=_9s.6 PERCOLATION RATE <_2_ MIN./INCH AT _92--M INCHES ' DEPTH HORIZ TEXTURE COLOR MOTT. OTHER S. A LOAMY SAND 10YR5/2 NO UNSUITABLE 33" B LOAMY SAND 10YR5/6 NO ELEV. 95.851 50" C1 MEDIU SAND IOYR7/8 NO 3 SAND REQUIRED FLOW PER CYCLE .25 X __i4 - _02'& GAL./CYCLE EXISTING CONTOUR ----00---- NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT NO _ 58" C2 k GRAVEL 10YR6/6 NO TOTAL ESTIMATED FLOW 108' C3 FINE SAND IOYR8/4 NO ( 11R0 GAL/BR./DAY X 3 8R.) -',3Q_ GAL/DAY 14 INCHES _ � VARIANCE 24IINCHES 1500 GAL UMP MYERS MHV 4 OR 5 1 WATER ENCOUNTERED AT AS ELEV. 91.8 I 29 INCHES 34 INCHES SEPTIC ANK CHAMBER (OR EQUAL) _E WATER TABLE ELEV. s 93 USGS R TABLE ELEV. _ �.9' (94.4 MAX) OBSERVED WATER (F / 27 BOTTOM BOTTOM OF TEST HOLE ELEV. _ ��_ TEST HOLE OOO GALLON LEGEND: DESIGN CALCULATIONS SEPTIC TANK PUMP CHAMBER CALCULATIONS: EXISTING SPOT ELEVATION 00,0 3 REQUIRED FLOW PER CYCLE .25 X __i4 - _02'& GAL./CYCLE EXISTING CONTOUR ----00---- NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT NO _ SEWAGE DISPOSAL SYSTEM ELEV. AT INVERTINLET PROFlLE 93g _ VOLUME PER CYCLE 82.5 gAL/CYCLE /7.48 GAL./CU. FT. - 11.03_ CU. FT./CYCLE FINAL FINAL SPOCONT EL VATION 000.0 TOTAL ESTIMATED FLOW NOT TO SCALE AT ALARM ELEV AT PUMP ON g .4 VOLUME VOLUME OF WATER IN PIPE 3.14 X 0.006944 X 1S_ FT. _ _ 55 CU. FT. 44 RA SOIL TEST LOCATION ( 11R0 GAL/BR./DAY X 3 8R.) -',3Q_ GAL/DAY 93.08_ TOTAL MINIMUM VOLUME PER CYCLE - CU. FL REQUI ED SE C ANK CA AC TY _1540_ G L ELEV. AT PUMP OFF DISCHARGE _11.68 CU. FT. / 34.67 CU.FT./FT. _ _ 0•W FT. (1000 G.S.T.) UTILITY POLE -o- r_' ACTUAL SIZE OF SEPTIC TANK 1500 GAL. BOTTOM OF INSIDE PUMP CHAMBER 92 5- STORAGE CAPACITY ( 330 GAL./DAY /7.48 GAL./CU.FT./34.67 CU.FT./FT._ �•2�_ FT. TOWN WATER ®W SOIL CLASSIFICATION BOTTOM OF OUTSIDE PUMP CHAMBER 9200_ _'L27 REQUIRED _2.58 PROVIDED CATCH BASIN V®V DESIGN PERCOLATION RATE S_�MIN./IN. GAS UNE EFFLUENT LOADING RATE _J GAL./DAY/S.F. CLEAN OUT C LEACHING AREA 474 SO. FT. r CESSPOOL C.P.0 11'(28.5'+9.57+(28.5'+20.5')2(10/12) LEACHING CAPACITY (AREA X RATE) _'51_ GAL./DAY BUOYANCY CALCULATIONS: RESERVE LE ACHING CAPACITY NLA_ GAL./DAY 1500GALLON SEPTIC TANKH2O 1000 GALLON PUMP CHAMBERH10 WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED NOTES: (94-92.25x10.5X5.67)(84LI3S/CF 8,888 LBS. (94-92x8.5x4.83)(64) 5255 LBS. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. WEIGHT OF TANK PER MANUFACTURER 11.480 WEIGHT OF TANK PER MANUFACTURER 8240 TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE EXCESS WEIGHT TO OFFSET FLDTATION 4.812 EXCESS WEIGHT TO OFFSET FLOTATION 2985 DISPOSAL OF SEWAGE. `s 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO r . WITHIN 6" OF FINISHED GRADE. z 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 VENUSED UNDER OR,WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4 ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL MILE 5 TMS! R A,N. NAhatA�i� R�lk1�jED; 6E MORTARED -IN P"�AC2. (f SECTION 15.103 (3)(8) USE OF USGS FOR MAX. SEE NO GROUNDWATER. 2.6 REQUIRED 5. NO DETERMINATION HAS BEEN MADE TO COMPLIANCE WITH 265 1 A 1.3' VARIANCE REQUESTED. DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO �.. MN' OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. SECTION 15212(8) DISTANCE BETWEEN BOTTOM 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR o OF S.A.S. &GROUND WATER 5' REQUIRED. IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS A 1.0' VARIANCE REQUESTED. 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 Lor 54 IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER AREA -10,1001 f: _.. y` IST PUMP IMMEDIATELY. BOX CHAMBER 8. PARCEL IS IN FLOOD ZONE .B 9. LOT IS SHOWN ON ASSESSORS MAP _11- AS PARCEL Z42 1+ 1p Q 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND MLN. 0 FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, SEPTIC a AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) TANK 1 3 w (LE. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND 111 O VF 1/Rw OR REMOVED. EVS7P G �ppU� SHORT,�` ORAIGQSJr ` k� wh 12. SEPTIC TANK k PUMP CHAMBER TO BE WATER PROOF BY MFR (IPX). �9 w osELLe1�cr I� IIL_ _ APPROVED: BOARD OF HEALTH Dw -� z� Jam) ~ _ � REMO�_ 0 9YfII • S . r-AsaavAL r nR/rs � � 2 W Yl No. 2748 #2287 DATE AGENT PROPOSED SEPTIC DESIGN FOR JAMES MORSE 2 SACHEM 3PATH VEST YARMOUTH, MASS CRAIG R SHORT, P. 235 GREAT WESTERN ROAD 508- P. 0. BOX 1044 f98-8311 SOUTH DENNIS, MASS. 0266( S sl /mss! , DATE L vo-.a rZ3 Ay I APRIL 11, 2002 SCAE 1" = 20' r /~ REVISEDJOB N0. 12-94,3 LOCATION MAP I REVISED SHEET 1 OF 1 0 2002 CRAIG