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HomeMy WebLinkAboutEngineered Plan - 2016" k `s TEC , ". C LE 40 PVC PIPE .. �'am° .. .� 4 S HEDU 1 E CLEAN SAND 1 . A _ " _ DATE OF SOIL TEST JULY X27 20 6 _ TOP OF FOUNDATION 20 FT, MINIMUM FROM CELLAR OR CRAI1& SPACE ' M1N. PITCH 1/8 PER FT. INSPECTION PORT SOIL TEST DONE BY SW;•;,_i R �'L.Iti RENG FILTER FABRIC - 10. 3 10 FT. MINIMUM 10 ET. MINIMUM FROM SLAB W!TNESSED BY ELEV. 2" PRESSURE PIPE (NAD88) 150 PSI MINIMUM ELEV..= 1219 MA VENT CONCRETE: 7.�0� g k:..ri0, 0 _� V COVERS MANHOLET QUICKS INCHES_, PERCOLATION RATE �'� 2 Midi./INCH A i COVER QISCONNECT. TEE FLOW Z DEPTH T F ^ f F,t R -_ UNION LEVELERS � HORI �E�TU..� . ,,C�c.,; , -0TT. OTH>m,. " " 9.19 rn 0-6" A ±.OA. 10 F5 1 NO t?POTS. 00 4" CAST, IRON PIPE t- Y --- - - - _ P SAND / 9.02 tit 6 -2S B LOAMY SAND 10YR7/6 ROOTS _ (OR EQUAL) MINIMUM 4,. _ 2,p„ �j o o �L o tip PITCH 1/4- PER FT. ;:: , _= _: _. t =_ . o .. 26-9 " r p �e: .5 / LEVEL .j „ ' 4 C ~fiMED 1"t SAND w Y7/4 ABEL A1800 ILTE " _ 10 ELEV.: _ _._f'ry03 ELEV. = fi SUMP . ELEV. St, : o =I' . . FLOW LINE _ WATER ENCDUNTEPCID A7 f16.. ELEV. 2_33 BACKFLOW VALVES 10„ _ �iISTPIBUTlOj\-+ ELEV. -_ �8 � LEV. 4 IGH C PACE F 0 �'r"N CA!, U I I I S 'MIN. 3/8- DRILL H WITH A TY IN ILTRATORS a GAS / �? STONE IN AN z b.00 NU#'3ER Ol 6EDR00h45 2 D" S!,C"! AS 3 BOX BAFFLE HOLE TO BE WATER TESTED ' M ;, GAR$A E DISPOSAL UNIT P ELEV. _ _, b.14 7.b9 (0 BE PLACED ON FIRM BASE 11 X 36 X 10 TRENCH FOR,,.ATION _- ELEV. T ) - o LOW PROFILE in WELL @9V! 7 - - 'TOTAL ESTIMATED FLO°,e° . OIL ASOPP T 1 (110 CAI;.. f ��.�'�°' `}Y X �` ��.) 3'x°1 ' :GAL. /DAY CHECK 3/4 TO 1 1/2" Zd`1tR 7 REQUIRED SEPTIC TANK CAPACITY D_ GAL. LIQUID OUTLET _._ VALVE WASHED STONE INDEX 2- (.3127?) , I _F fusE , Az DEPTH20S SYSTEI! (SAS ACTUAL SIZE ,Or SEPTIC TANK GAL 4 FEET 14 INCHES (TO 8E PLACED ON FIRM BASE) ADJUST -L•7 CAPACITY -OF SEPTI., TANK 5 FEET 19 INCHES MYERS SRM 4 f SOIL GLr." _ _ GA.�. 2000 CALLOW I� AT10:I�_ 6 FEET 24: INCHES 0.4 HP (MAX.) 7 FEET 1 H� © ® (OR EQUAL) USGS PROBABLE WATER TABLE LESS ,1.00' ELEV. _ _,?, $ _ DESIGN PERCOLATION RATE s�� MIN. -PIN. JEi' T] T/'°�f�E`i USGS PROBABLE WATER TABLE E=�E`{: _ ?��P_:... - '''' -EFFLUENT LOADING :RATE. - ��.1$_ GAL DAY/S.F. 8 FEET, 34 .INCHES 14 CONCRETE a ; f � J���. (H-20}MONO) _OBSERVED WATER TABLE (7/27/20,16, ELEV. _�_. _� LEACHING AREA SQ. T. CHAMBER 12" CONCRETE _ B0TT0h1 OF TCST HOLE ELEV._='___ (H 10)(M0N0) a� ELEV. AT INVERT INLET _ i,�£1 _ LEACHING.CP•, ACSTY (AREA X RATE) ��1•�? GF�L./Dr,Y `fir /� r �+ p cy ^ _. _ PULP C�iAEP C�LCULAO�': .7.33 x C�.74 �EV1d/�R?E ��JP���iL SYSTEM �TE P V ELEV. AT PUMP 1 FILE s•, RESERVE LEACHING CAPACITY .. ���•`_w GAL /D REQUIRED FLOW PER CYCLE 25 X 3 A = M5. GAL. CY4i,.E AY NOT TO SCALE ELEV. AT PUMP OFF _ 5_1Q� -" �� / 41 03 CU: FT./CYCLE 4.27 VOLUME PER CYCLE '2S GA! /CYCLE /7:48 GIA /CU. FT. ® A' TOP OF CONCRETE BALLAST -3.00 VOLUME OF WATER IN PIPE 3.1 t X C.006y4 X __15N FT.:t�33 CU. FT. CAPACITY OF SEPTIC TANK BOTTOM OF INSIDE PUMP CHAMBER - -- TOTAL MINIMUM VOLUME PER CYCLE 11 4 CU. FT. � • 5X10X 5.33- L0_0_ X7.4$ _ _1619 BOTTOM OF. OUTSIDE PUMP CHAMBER a 10 _ f .� ( ) _ GALLONS _' DISCHARGE <_11,11 CU. FT. /!34.67 CU.FT./FT. ��0�3 _PT, (1000 G.S.T.) z A c° . r STORAGE CAPACITY _ GAL. DAY 7.48 GAL. CU.FT: 34:67 CU.FT. FT. _ 1.27 . FT. 1. ALL \.u.:KMANSHIP AND, MATERIALS .HALL CONFORM . � O D,E,P. ("' / / / / --- T T01''� S RULES ACCO REGULATIONS FO^ _1,2Z_ REQUIRED 1,- PROVIDED 5 D W _ ITLE AN THE THE SUBSURFACE DISP0SAL OF SE1'„GE. U01� . FULL INUNDATION) 2..ALL 'COVFRS TO SANITARY UNITS SH "LL BE BROUGHT TO :1 fk CACA ATIONS: : FLOOD ZONE) 1�Y"TI'IN t✓" OF FINISHED GRADE. 2000 GALLON SEPTIC TANK (H-20) 1000 GALLON PUMP CHAMFER (H-10 3• ALL C aI,ONENTS'OF THE `St+':IT#!?Y SYS7-M. SHALL PE CAPABLE OF F, �^ ) WITt STA'''D!NG H-10 LOADING UNLESS THEY ARE UNDER .OR WITHIN WEIGHT OF WATER DISPLACED HT OF WATER DISPLACED 11X6.0X7.33?''_'4,A =:,1 LES. 4.�i.'IX^,SX- .CW. ,.0 1 0^0 LE -.3. 10 FT. OF DRIVES OR PARKING AREAS- H-20 LOADNO SHALL: BE s �- u USED UNDER OR WITHIN 10 FT.: OF DRIVES OR PARK!"SG :AREAS. G WEIGHT OF TANK PER MANUFACTURER 250L3 LE S. WEIGHT OF TANK PER MANUFACTURER &240 !.E° b SHED WEIGHT OF 12" CONCRETE BALLAST It,'EIGNT {3F 1'JATER 10" SUa!P 4. ANY MASONARY UNITS USED TO PRIN COVERS TO GRADE SHALL 10.0X5.0X1.0:"35 Ci:;D Lis. 4.3 .OX0.E3X62.3 171'3 L -PS. BE MORTARED 1N PLACE. EXCESS WEIGHT TO OFFSET FLOTATION WEIGHT CN 14" CONCRETE BALLAST 5. NO DETERMINATION HAS SEEN MADE AS TO 00%in-LIANCE WITH GARAGE i 0 4.330.+`~.17X135 �'*71 f.D DEEDED OR ZONING REGUL ATIONS. 0`J."iER APPLICANT IS TO 30962-(2,080+6750) .� t �. / B/T-DR/liE EXCESS WEIGHT TO OFFSET FLOTATiO*J OBTAIN SUCH DETEP91N,AT',Ot I FROM APPROPRIATE AUTHORITY. \ 1 -(824C-1170C+5471) CDv !. ^, 6. UTILITIES SH,: N ARE APPROXIMATE OtdLY, EXGfiVATI010 CONTRACTOR IS TO CALL 'DiG-SAFEAT 1-838-344--7233 AT LEAST 72 HOURS J' ,WALKWAYx 9.5 " PPIOR TO COMMENCING WORK ON SITE. LOT 56 WOOD 00 0 •4 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS 1'1E'LL: AS 10/� �j 1 c c 100 SITE CGND?TIONS PRIOR TO C0MMEP�CiF!0 �` P ON SIT A:NY VARi=�7 ,//000 3. Sr. " 9.7 - - ,��s d•d -�. r r..f K• r. -�• e ` t , IS TO BE BROUGHT TO THE r 3" ENTIOIN 0 THE DESIGN ENGINEER IMMEDIATELY. F 9:4 a� -- `,, •4 s ,n� 4'. ;PAR F� �-_��.-���'OD-Z014F�A •�_� � _ �' t' � N.' �{ . 9. LOT IS 'SHOW'N ON ASSESSORS: °'AP AS PARCEL .._ °. (- 10.. PUMP AND ALARM ;ARE TO BE ON SEPERATE CIRCUITS. �i ' 4 CEP , �A 11. ALARM IS TO BE -BOTH AUDIO AND 'VISUAL 7 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. 10.5 P&B 9.6 � � " 4. 13. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM. 14. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER. AND P&B - s, A '�.; _' FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE C.O. CP LIMIT OF 5 0 REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255: (3). -�� 15. SEPTIC TANK AND PUMP.CHAMBER ARE TO 8E WATERPROOFED AT OVERDIG o THE MANUFACTURER. SOIL - 16. EXISTING CESSPOOLS ARE TO BE PUMPED AND EITHER BACKFILLED OR 0.0 / j1 0� ` TEST t cwtM.a vaE'3 `IFnr REPAIR 0 I SEE�I �VSTF1w PUMPED AND REMOVED ALONG WITH ANY POLLUTED SOILS ENCOUNTERED. o P& O -3,Y,. t ure to State and 1 ocal septic variances. VARIANCES TO TITLE S AND YARMOUTH REGULATIONS: ` •^ 1 A. USE OF LESS THAN FULL WATER TABLE ADJUSTMENT '(VAR. OF 1.00'). / _. US t:t�l!{ 4f t3^ b,review And approvaI is required tor. ILA p N , g Y f tt'Wre. i!dditeor* skenov etions/alterations to B. NO RESERVE AREA. N tfi 0 1 "1/ ,t4, -v j : same fariht:a`s:se�rl/or.Str�eclieres/dwelleng. 9.2". q; Ct pYrs totb�Ih Ff a6 h Ucpartin.ent17 9.9x D. o AUG. 04 2016 )kPPP0�' 0. 0AP0 0 EAL I N PUMP_ X �v t r�Y � CHAMBER 0,i ,to, x1341 R&R x 10�:�' ,� ti`O - . (4-e� ( HEALTH DEPT. 2000 GALLON 9 3 r� fiG 1 STET c `' . iut^� SEPTIC TANK \ VENT /fi �wM#L DATE AGENT LOT 55 - ARLA=10,100.-& S.F. x 9.9 X 9.7 _ FOR _ R %TLS O : ,ILIr . lius _ x 9.4 00 00 100.00' �7.8 LOT 54 55 . �.0� 01D 9, � 1,19 Tip LOC.'.' � y AREA=10,100.t S.F. 1Ep _.� -. ►f % �E:.,-..106E xs Ql:d% M �Y Qf£ .. 203 SETUCKET ROAD = , 508- P. 0. .BOX 713 385-•6900 SOUTH DENNIS, MASS. 02660 DATE JULY27, ,2016.Lf�, 120> : JOB NO. f a. .. a 732 ,. PUNA P SkTCHES DETAIL LOCATION _ MAP LEGEND: SHEET 1 OF EXISTING SPOT ELEVATION 00,c0 ALARM ON EXISTING CONTOUR -----00--=-. FINAL SPOT ELEVATION 00. : PUMP ON FINAL CONTOUR'' 00 SOIL TEST LOCATION PUMP OFF UTILITY POLE -0- - to TOWN, WATER -W W - CATCH BASIN .. 1 �®\ I/ . 4. 0 .- o GAS LINE -G `" FULL ADJUSTED CLEAN OUT ; . C.O. 14" CONCRETE (1.17') CESSPOOL ::., : C. P., Q 3.10 PUMP & REMOVE P&R PUMP & BACKFILL P&B 233 06SERVED C. S8 PROJ 7732-00 dw 7732-SAS.DW, 0 2016 SWEETSER ENGINEERINC: r ;)r Q oLu o '�G 'p - S� AU OPS _ _ FOR _ R %TLS O : ,ILIr . lius 55 . �.0� 01D 9, � 1,19 Tip LOC.'.' � y 1Ep _.� -. ►f % �E:.,-..106E xs Ql:d% M �Y Qf£ .. 203 SETUCKET ROAD = , 508- P. 0. .BOX 713 385-•6900 SOUTH DENNIS, MASS. 02660 DATE JULY27, ,2016.Lf�, 120> : JOB NO. f a. .. a 732 ,. REV. LOCATION _ MAP REv.: F SHEET 1 OF 06SERVED C. S8 PROJ 7732-00 dw 7732-SAS.DW, 0 2016 SWEETSER ENGINEERINC: