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Home My WebLink AboutDecision 47854" SCHEDULE 40 PVC PIPE 20 FSOIL TEST T. MINIMUM FROM CELLAR MIN. PITCH 1 8" PER FT. TOP OF FOUNDATION CLEAN SANDOF 10 FT. INIMUM FROM SLAB OR CRAWL SPACE 2" LAYER 2 , r�+f-ND DATE ESS O TEST ti=MER 1�_QQ1 _ = 8.9_7 1D FT. MINIMUM 1/8" TO 1/2- LEGEND: SOIL TEST DONE BY �M:�SER ENQ+NL�n�G ' ELEV. -_ 2" PRESSURE PIPE WASHED STONE EXISTING SPOT ELEVATION 00 0 WITNESSED BY A S91 -t QNB_ {NAD88) 150 PSI MINIMUM ELEV. _ 10.E5 MAX. VENT * _ COVERS z FINAL CONTOUR ----00---- CONCRETE 3.02- A 8.40 }A"I. E 24" MANHOLE QUICK NAL SPOT ELEVATION OBSERVATION HOLE 1 ELEV.= 6.32 FINAL CONTOUR--`-'--{ MIN. INCH AT 40 INCHES COVER gINIIGONNECT �- SOIL TEST LOCATION PERCOLATION RATE _ < 2 / DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 785 6 LOAMY SAND 10YR4/1 NO UTILITY POLE -0- � 3.2 LOAMY SAND a" CAST IRON PIPE (OR EQUAL) MINIMUM A 29-84" Cl _ U , 2.5Y7/4 U 7.70 TOWN WATER -W> W CATCH BASIN I� �� REv. MAY 23, 2016' PITCH 1 4" PER FT, / - U - CHAMBER x _.:_ 2 0" ., PUKIP SVITCHES DETAIL • a 40 Vv_ GAS UNE G X; _- xr- A.LA180 I E E ELEV. 6" SUMP -ELEV. a 7.35_ C- i -� ` ° _ ELEV. 6•� "kHM �1NEFt CESSPOOL O C.P. CLEANOUT -�C 0 p z � DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-16" - A/E LOAMY SAND 10YR4/1 NO ROOTS 16-29" B LOAMY SAND 10YR4/6 ROOTS 29-84" Cl MEDIUM SAND 2.5Y7/4 V, FLOW LINE _759 (LOW PROFILE) ELEV. 3_72_ DISTRIBUTION ELEV• _ WATER ENCOUNTERED AT ___60_ ELEV. M N. 15 STANDARD INFILTRATORS /8" DRILL 7-1"s-- WITH STONE IN AO - - ! SOIL TEST GAS HOLE BOX z 4.00 3.70 3.37 l BAFFLE TO SE WATER TESTED 24' X 37,5V X 7- FIELD FORMATION DATE ES SOIL TEST 5- YAM 016 -- ELEV. _ -- ELEV. 312 N WELL V W 23 WALL btW 29 SOIL TEST DONE BY iW;EI��EN�INEEffiNG o (TO BE PLACED ON FIRM BASE) x j ° ZONE A ZONE A WITNESSED BY�N1� _ CHECK 3/4" TO 1 1/2" SOIL ABSOR€�TION INDEX 9.5 10/01) INDEX 7.24 4/16) LIQUID OUTLET VALVE WASHED STONE OBSERVATION �f�! t,� u ' c n DEPTH TFF(TO BE PLACED ON FIRM BASE) 1 I SYSTEM (SAS) S) ADJUST 2.R� ADJUST 1.04 Or7.7ER YA 110+ i TiOLG L ELEV.- 6.30 HALF ADJUST 1.Z5 HALF ADJUSTa59_ ELEV. _ 2_05 4 FEET 14 INCHES WATER ENCOUNTERED A7 51 5 FEET 19 INCHES 2000 GALLON ! MYERS MHV 4 OR 5 7 FEET 24 INCHES PU�,4P (OR EQUAL) HALF USGS PROBABLE WATER TABLE ELEV 257 257 ELEV, HALF USGS PROBABLE WATER TABLE 8 FEET 34 INCHES SEPTIC TANK CHAMBER 8" CONCRETE USGS PROBABLE WATER TABLE ELEV 3.62 3.09_ =ELEV. PROBABLE WATER TABLE A� 1 t (H-20 LOADING) H-20 LOADING) -OBSERVED WATER TABLE (11/01/01) ELEV 122 -_- ELEV. 09SERVED WATER TABLE (5/13/16) - DESIGN. CALCULATIONS 2. 12 CONCRETE ( ELEV. AT INVERT INLET _3.02_ BOTTOM OF TEST HOLE ELEV. 0 -CC �f NUMBER OF BEDROOMS ELEV, AT ALARM ON 1_02- PUMP CHAMBER CALCULATIONS- IOi�S: GARBAGE DISPOSAL. UNIT' _ ELEV AT PUMP ON C•eq REQUIRED FLOW PER CYCLE .25 X M- = -1? 1-M GAL./CYCLE TOTAL ESTIMATED FLOW SEWAGE DISPOSAL SYSTEM PROFILE ELEV. AT PUMP OFF 0=35 VOLUME PER CYCLE �eg•00 GAL CYCLE /7.48 GAL /CU. FT. _ 72M CU. FT./CYCLE (110 GAL/B. /bAY X _lam 8R.) �`0_ GAL./DAY NOT TO SCALE ELEV. AT TOP OF CONCRETE BALLAST -0.48 -- / -- REQUIRED SEPTIC TANK CAPACITY -1320- GAL. BOTTOM OF INSIDE PUMP CHAMBER X0_93 VOLUME OF WATER IN PIPE 3.14 X 0.00694 X �� FT. _ �U-L CU. FT. ACTUAL SIZE OF SEPTIC TANK -Mn- GAL. CAPACITY OF SEPTIC TANK BOTTOM OF OUTSIDE PUMP CHAMBER _1.40 TOTAL MINIMUM VOLUME PER CYCLE 22,25 CU. FT. CAPACITY OF SEPTIC TANK 1819.42 GAL. DISCHARGE 22.211 CU. FT. / 50.00 CU.FT•/FT. = _x•45 FT. (1500 G.S.T.) SOIL CLASSIFICATION I- 5X10X(5.33- 1_00 )X7.48 = 819_42 GALLONS ' STORAGE CAPACITY (-V0 GAL/DAY /7.48 GAL./CU.FT./50.00 CU.FT./FT. = 1.78 FT. DESIGN PERCOLATION RATE «- MIN./IN. r _1,I¢_ REQUIRED _M- PROVIDED EFFLUENT LOADING RATE QZ4_ GAL./DAY/S.F. LEACHING AREA 90_00 SQ. FT. ' A (24X37.5) Permit valid for REPAIR QF SF.1'T'IC 3VSTfl41 X BUOYAISCY CALCULATIONS: (FULL INUNDATION) LEACHING CAPACITY (AREA X RATE) X44 GAL./DAY ONLY; due to State -anti Local septic variances. - 990.00X0.74 Board of Ifealth review and approval is required for 2000 GALLON SEPTIC TANK 1500 GALLON PUMP CHAMBER RESERVE LEACHING CAPACITY Q!!� GAL./DAY afore additions/eenovationstAterations to > WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED f .. any 6 X 11 X 7.33 X 64.0 30,962 LBS. 6 X 11 X 6.17 X 64.0 26,063 LBS. (VOTES. sewage facilities and/or structuresldwelling. / - v y WEIGHT OF TANK PER MANUFACTURER 25,080 LBS. WEIGHT OF TANK PER MANUFACTURER 21,230 LBS. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. ' Yarmouth Healih Department/ WEIGHT OF 12" CONCRETE WEIGHT OF WATER IN SUMP TITLE 5 AND THE TOWN OF ��Sjl Qltil�_ RULES AND �7 i1 % C r 5 X 10 X 1 X 135.0 6,750 LBS. 5 X 10 X'0.83 X 62.5 2,593 LBS. REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. APPROVE LVj� y �" EXCESS WEIGHT TO OFFSET FLOTATION WEIGHT OF 6" CONCRETE 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO 25080 + 6750 - 30962 868 LBS. 5 X 10 X 0.5 X 135.0 3,375 LBS. WITHIN 6".OF FINISHED GRADE, EXCESS WEIGHT TO OFFSET FLOTATION 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF X c. C WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR NI THIN 21230 + 2593 + 3375 - 26063 1,135 LBS. 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE me Date �\ USED UNDER OR WIT -!IN 10 FT. OF DRIVES OR PARKING AREAS. \ y 17. SEPTIC .TANK AND PUMP CHAMBER ARE TO HAVE WATERTIGHT COVERS 4. ANY MASONA.RY UNITS USED TO BRING COVERS TO GRADE SHALL AND ELASTOMERIC SEALS (BOOTS). BE MORTARED IN PLACE. 0 18. A 40 ML VINYL LINER JS TO BE INSTALLED ON THE OUTSIDE EDGE OF 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH THE OVERDIG AT THE ELEVATIONS SHOWN ABOVE. _ 19. SEPTIC TANK AND PUMP CHAMBER ARE TO HAVE. ELASTOMERIC SEALS. DEEDED OR ZONING REGULATIONS. OMER / APPLICANT IS TO X \ ! - 20. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS - - r'P?A'"' c"^u DcTraut-111 nni ,BOLI APPPO�PIATF P!ITHORITv, A. ONLY HALF WATER TABLE ADJUSiI!ENT USED. 6. UTILITIES SHOi,N ARE APPROXIMATE ONLY, EXCAVA,TON CONTRACTCP B. SOIL ABSORPTION SYSTEM ONLY 4' ABOVE ADJUSTED WATER TABLE (VAR. OF 1.0'). IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS C. NO RESERVE AREA. PRIOR TOCO!)YENCING WORK ON SITE. X -"4 D. INVERTS LESS THAN 1' ABOVE ADJUSTED WATER TABLE (VAR. OF 1.8'). 7• CONTRACTOR AS OR IS TO VERIFY GRADES AND ELEVATIONS AS WELL " 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 FLOOD ZONE KIM -11L j 9. LOT IS SHOWN ON ASSESSORS MAP 33_ AS PARCEL 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. 11. ALARM IS TO BE BOTH AUDIO AND VISUAL. '�,• { r, n 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. T I,' 13. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM. X !• < Y °t _,t 4 FOR A.yMINIMUM OP 5'EAROUND ASOIL ABSORPTION SYSTEMDAND ABE 1 �.-1A# v YE.r�`j� REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). TCC ? ` 15. SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATERPROOFED AT DRIVER ?1P ?i THE MANUFACTURER. X sE �u 16. EXISTING CESSPOOLS ARE TO BE PUMPED AND REMOVED. 4 x =' i 00 GALLON o (. 313d, a r �� APPROVED: BOARD OF HEALTH . 'IC TANK o Zi c ! F / 2,}..'00' S (A .Y''�q,'' ST cv� c t, DATE AGENT x c X i 15 3/8" 1.28' PUMP OFF 10" 0.83' 6" CONCRETE SOUTH YARMOUTH, MA Roul z9 IACITS s Q � R0p0 rJ0A0 r a HnMPA PROPOSED SEPTIC DESIMT FOR RICHARD HISM, (ISM,Y - X j: 12.0' IAT 91 2G-23 Pt-.Twrr= Dn, LOC. SOUTH YARlr.O€J i I, -Ass 0 - 203 SETUCKET ROAD 5069 SOUTH DEBN� S �MA.SS, 385-6900 02660 DMiT OF/5 SOIL B V, OVERDIG AND TEST i 15 GALLO I REv. MAY 23, 2016' VINYL LINERN - U - CHAMBER x ., PUKIP SVITCHES DETAIL ISHEET 1 OF 1- X; _- xr- DRIVE ALARM ON X SOIL j TEST 2 - 1g" PUMP ON 1.50' x c X i 15 3/8" 1.28' PUMP OFF 10" 0.83' 6" CONCRETE 0 2001 SWEETSER SOUTH YARMOUTH, MA Roul z9 IACITS s Q � R0p0 rJ0A0 r a HnMPA PROPOSED SEPTIC DESIMT FOR RICHARD HISM, (ISM,Y IAT 91 2G-23 Pt-.Twrr= Dn, LOC. SOUTH YARlr.O€J i I, -Ass - 203 SETUCKET ROAD 5069 SOUTH DEBN� S �MA.SS, 385-6900 02660 DATE OCT 24, 2001. SCALE 1 = 20' REv. MAY 23, 2016' JOB No. 525-0 I LOCATION MAP REv. JUNE 6, 2016 ' ISHEET 1 OF 1- 0 2001 SWEETSER