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HomeMy WebLinkAbout83-1907 - Old Plans - Septic DesignTOP OF FOUNDATION ELEV. = 16_6-0- 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB CONCRETE COVERS 4" SCHEDULE 40 PVC PIPE 7 MIN. PITCH 1/8" PER FT. 4" CAST IRON PIPE (OR EQUAL) MINIMUM PITCH 1/4" PER FT. FLOW LINE TEE 4" SCHEDULE 40 PVC PIPE TOP OF FOUNDATION 20 FT, MINIMUM FROM CELLAR OR CRAWL SPACE MIN. PITCH 1/8" PER FT.- ELEV. = 1280 10 FT. MINIMUM_, 10 FT, MINIMUM FROM SLAB ---2" PRESSURE PIPE 150 PSI MINIMUM ELEV. _ COVERSTE _-&0-9--I 0__ 6" CONCRETE CLEAN SAND LOAM AND SEED 2" LAYER OF 1/8" TO 1/2" WASHED STONE 13.0 MAX OR -FILTER FABRIC VENT 10.75 M.IN. REQUIRED 10.00 0 0 10� o ELEV. _ __6_.67_ 12 (TOTAL) HIGH CAPACITY INFILTRATORS WITH STONE IN Z 5.58 2 - 11' X 48' X 10' TRENCH FORMATION WELL M1W 29 N ZONE A bUL A=3 Vilr 1 W.NINDEX 8.7 ADJUST 0.7 .r r v l �rsr tvrwJ USGS PROBABLE WATER TABLE ELEV. = _3.11 _ OBSERVED WATER TABLE (12/13/1996) ELEV. = 2.41 _ BOTTOM OF TEST HOLE ELEV. = 1.62 CLEAN SAND INSPECTION PORT 2" LAYER OF 1/8" TO 1/2" WASHED STONE 13.0 M. OR FILTER FABRIC 10.75 MIN.REQUIRED 4, -ELEV. = 11_50 _ / COLOR L1 MIN. � 00.0 6" MAX. 6" MAX. 00 10'00 I UTILITY POLE -0- I TOWN WATER -W -- J/ CATCH BASIN �®� MINIMUM GAS LINE G MAIN NUUSF ELEV. = 10.75 72EV �I ELEV. = 11.00 o 0 GARBAGE DISPOSAL UNIT GAS ELEV. = 9ia6" SUMP E. = 9.73 -- FINE SAND 5YR7/3 REQUIRED SEPTIC TANK CAPACITY PITCH 1/4) BAFFLE _ice GAL. - _1 GAL. 2'0"fj a.+vr� r-avvvr ar r r yr I v r v r �m iI A r` i crs £� IS rE.�Ef-�%a t5v3 ELEV. _ LIQUID OUTLET 330 + 550 _®a0_ GAL./DAY SOIL CLASSIFICATION ABEL A1800 FILTER DESIGN PERCOLATION RATE Ga0V 9-50 J DEPTH JEE 14 INCHES 0077 (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 4 FEET 5 FEET 19 INCHES .5c'n nAI a n`,1 IF MORE THAN ONE OUTLET 7 FEET 29 INCHES ���� ............ (TO BE PLACED ON FIRM BASE) 8 FEET 34 INCHES - SEP nC TANK 3/4" TO 1 1/2" CLEAN � DOUBLE WASHED STONE ,♦`1; TQIa-a lT,11"N ELEV. -J/ Ln:l^C FREE OF FINES & SILT ELEV. = 6.60 e+/-1u�1Ar 1�£crinczAl c+%Mrasa nnnr=l E Ste...- a, £�.�-I� 'o -."'..:-� brae' z.a 12 (TOTAL) HIGH CAPACITY INFILTRATORS WITH STONE IN NOT TO SCALE 4" SCHEDULE 40 PVC PIPE TOP OF FOUNDATION 20 FT, MINIMUM FROM CELLAR OR CRAWL SPACE MIN. PITCH 1/8" PER FT.- ELEV. = 1280 10 FT. MINIMUM_, 10 FT, MINIMUM FROM SLAB ---2" PRESSURE PIPE 150 PSI MINIMUM ELEV. _ COVERSTE _-&0-9--I 0__ 6" CONCRETE CLEAN SAND LOAM AND SEED 2" LAYER OF 1/8" TO 1/2" WASHED STONE 13.0 MAX OR -FILTER FABRIC VENT 10.75 M.IN. REQUIRED 10.00 0 0 10� o ELEV. _ __6_.67_ 12 (TOTAL) HIGH CAPACITY INFILTRATORS WITH STONE IN Z 5.58 2 - 11' X 48' X 10' TRENCH FORMATION WELL M1W 29 N ZONE A bUL A=3 Vilr 1 W.NINDEX 8.7 ADJUST 0.7 .r r v l �rsr tvrwJ USGS PROBABLE WATER TABLE ELEV. = _3.11 _ OBSERVED WATER TABLE (12/13/1996) ELEV. = 2.41 _ BOTTOM OF TEST HOLE ELEV. = 1.62 CLEAN SAND INSPECTION PORT 2" LAYER OF 1/8" TO 1/2" WASHED STONE 13.0 M. OR FILTER FABRIC 10.75 MIN.REQUIRED 4, 00„0 EXISTING CONTOUR----00---- COLOR 4" CAST IRON PIPE 00.0 6" MAX. 6" MAX. 00 10'00 I UTILITY POLE -0- I TOWN WATER -W -- W CATCH BASIN �®� MINIMUM GAS LINE G MAIN NUUSF CESSPOOL O C.P. �I CLEANOUT o 0 GARBAGE DISPOSAL UNIT W�ELEV. 60-120" C2 FINE SAND 5YR7/3 REQUIRED SEPTIC TANK CAPACITY PITCH 1/4) ACTUAL SIZE OF SEPTIC TANK _ice GAL. 2.6 _1 GAL. 2'0"fj a.+vr� r-avvvr ar r r yr I v r v r �m iI A r` i crs £� IS EI4 FI TOTAL ESTIMATED FLOW 330 + 550 _®a0_ GAL./DAY SOIL CLASSIFICATION ABEL A1800 FILTER DESIGN PERCOLATION RATE <__ MIN./IN. EFFLUENT LOADING RATE ELEV. = 6" SUMP ELEVL= 973 0077 1852,F9 SQ. FT. 2 X [(llX46)+(59X2X10/12)] _ _S.67_ LEACHING CAPACITY (AREA X RATE) 926.97 GAL./DAY 1252.65 X 0.74 RESERVE LEACHING CAPACITY 928.97 GAL./DAY FLOW LINE - ,♦`1; TQIa-a lT,11"N ELEV. -J/ ELEV. = 6.60 M. N. :�;.,c ; ;a1 yY : Ia,�s:s 12 (TOTAL) HIGH CAPACITY INFILTRATORS WITH STONE IN GAS 3/8" DRILL BUh --- z_ 5.58 ELEV. _ �� BAFFLE � HOLE TO BE WATER TESTED 2 - 11' X 46' X100. TRENCH FORMATION 5 WELL M1W 29 - -- ELEV. _ X10__ O (TO BE PLACED ON FIRM BASE) c+/'�ll e^ Ap F.9: AP�4� }a-�P 3i[ I 1n ZONE A CHECK 3/4" TO 1 1/2" :. ..:.�r.s + +��!_.. ..;�l.. INDEX 6.7 LIQUID OUTLET VALVE WASHED STONE - SYSTEM (SAS) ADJUST 0.7 DEPTH TEE (TO BE PLACED ON FIRM BASE) 4 FEET 5 FEET 14 INCHES 19 INCHES rS 01 C�I `•` `-`- "' =€°1==_° MYERS SRM 4 ! ILA t� 0.4 HP (MAX.) 6 FEET 24 INCHES i � =- "'-�` -" ` "" - (OR EQUAL) USGS PROBABLE WATER TABLE ELEV. = 3.11_ 7 FEET 29 INCHES 34 INCHES- p_p JtI� I �Cr �N� �A �t OBSERVED WATER TABLE (12/13/1996) ELEV. = 24_1 8 FEET BOTTOM OF TEST HOLE ELEV. = 1.62 _ 11�1 �/� a !�� QI atAD U A&l0C-D !`Al r%l it A-PnIaac. INAA� : £-i0�lS3z= ELEV. AT INVERT INLET 8.00 @ m_a.: �g :e-. .�-' 1 : rsr-sss -.-•s :.._ ... �-_ C.����/� nnlCD(� C A} -_E cv�•?-��I ppp//'����� G�i's Ei: ELEV. AT ALARM ON -g'5 - ELEV. AT PUMP ON 38 REQUIRED FLOW PER CYCLE .25 X _550 = =0- GAL./CYCLE v�s:ia:- £.�: v: F.da�r �� ..t I as .�.,. If_` -4 VOLUME PER CYCLE _137.5 GAL/CYCLE /7.48GAL./CU. FT. - 16.36 CU. FT./CYCLE NOT TO SCALE ELEV. AT PUMP OFF -4.00 VOLUME OF WATER IN PIPE 3.14 X 0.00694 X _ 7_2__ FT. CU. FT. BOTTOM OF INSIDE PUMP CHAMBER TOTAL MINIMUM VOLUME PER CYCLE _ LR.55CU. FT. BOTTOM OF OUTSIDE PUMP CHAMBER -3.T5_ DISCHARGE _19.95 CU. FT. / 36.11 CU.FT./FL = __055 FT. (1000 G.S.T.) STORAGE CAPACITY (_552_ GAL./DAY /7.48 GAL./CU.FT./36.11 CU.FT./FT, _ _ZD_± FT _ _294 REQUIRED _2.52 PROVIDED x 14\ S P�� F ,x` 1 4 „6 046 X 14.4 " O '\ 4 t / / x T,3.9 \ \ N L EGEN'D.- EXISTING SPOT ELEVATION 00„0 EXISTING CONTOUR----00---- COLOR �- TOP OF BOUND 00.0 ELEV. = 13.90 00 (NGVD) I UTILITY POLE -0- I TOWN WATER -W -- W CATCH BASIN �®� 5YR5/8 GAS LINE G MAIN NUUSF CESSPOOL O C.P. �I CLEANOUT C.O. GARBAGE DISPOSAL UNIT NO _ 60-120" C2 FINE SAND 5YR7/3 REQUIRED SEPTIC TANK CAPACITY _110_0_ GAL. ACTUAL SIZE OF SEPTIC TANK _ice GAL. 2.6 _1 GAL. j 1R0� $ @I IN �`\ i F t+r$ a.+vr� r-avvvr ar r r yr I v r v r �m iI A r` i crs £� IS N L EGEN'D.- EXISTING SPOT ELEVATION 00„0 EXISTING CONTOUR----00---- COLOR FINAL SPOT ELEVATION 00.0 FINAL CONTOUR 00 SOIL TEST LOCATION 2.5YR3/2 UTILITY POLE -0- (110 GAL/8R./DAY X 3 SR.) TOWN WATER -W -- W CATCH BASIN �®� 5YR5/8 GAS LINE G MAIN NUUSF CESSPOOL O C.P. Cl CLEANOUT C.O. Q�SPones TESTL2 Ove OF � 6 ,\ ��1500 GAO SEPTIC TANK "� ��✓ < 10.2 0 V O � - \ SOIL TEST\ y YENT /LIMIT OF 5 % ` hl 1 4 OVERDIG \ i < 10. 10.0.- x T1.4 1 F LIMIT OF 5' �' 10,4 9� OVERDIG x 9.x 0.7 X 10.2 \ PUMP ; \ \ X 7.8 CHAMBER r:- 1 �+ -- 9 SR \ a r i 1500 G ON 9'9 \ SEP TANK o VRA, "0 B93 p0 7C 104 a o5 e 10.3 pD ti ate• 4 225 - r O opt" 1r\l 2 10.61 1f 3 489 � paA j 1A Pao r 1 x 10.5 \'._ 664 ,t • , 1 i o /Al 3.4 ,� `r.,._.a..-..�-,® � _ cram. -»..y;• YBf+{ �o ____s�."sr- �. .�... , � /i r �L Y70RKLIMvi< g,3 1 rp xS1 AREA ! 50,940 S.F. = =� IN / x 4.1 A�Ola P�1 ��3.8 j i 4.7 �P5 OW �a0 +_Pall rTL$cl� a7VIL- IL -.71 DATE OF SOIL TEST DECEMBER 13_1996 SOIL TEST DONE BY J.K_HOLMGREN & ASSOC. WITNESSED BY _P._BRYANTON________ nn.gz *pvA,nnm adf11 S ELEV. =11.62 erg>sr>�ee Tr: :e a_�':� ------ PERCOLATION RATE _ < 2_ MIN./INCH AT __Z$_, INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-16" A SANDY LOAM 2.5YR3/2 NO (110 GAL/8R./DAY X 3 SR.) 16-30" B LOAMY SAND 5YR5/8 _1500 GAL. MAIN NUUSF 30-60" Cl COARSE SAND 5YR6/6 GARBAGE DISPOSAL UNIT NO _ 60-120" C2 FINE SAND 5YR7/3 REQUIRED SEPTIC TANK CAPACITY _110_0_ GAL. WATER ENCOUNTERED AT __772"_ ELEV. - 2_29 _ t IP!C I _V01. Ill 1'+s 4-F1 e. F f ELEV.=_ 13_58 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-14" A SANDY LOAM 2.5YR3/2 NO (110 GAL/8R./DAY X 3 SR.) 14-36" B LOAMY SAND 5YR5/8 _1500 GAL. MAIN NUUSF 36-72" Cl COARSE SAND 5YR6/6 GARBAGE DISPOSAL UNIT NO _ 72-134" C2 FINE SAND 5YR7/3 REQUIRED SEPTIC TANK CAPACITY _110_0_ GAL. WATER ENCOUNTERED AT 734 _ ELEV. = _ 2_41 uutS I I-1UUtit VGJIVIV lrHL%.*UL/111VI40 NUMBER OF BEDROOMS _ 3 _ GARBAGE DISPOSAL UNIT _ NO _ ESTIMATED FLOW (110 GAL/8R./DAY X 3 SR.) _330_ GAL./DAY REQUIRED SEPTIC TANK CAPACITY 660_ GAL. ACTUAL SIZE OF SEPTIC TANK _1500 GAL. MAIN NUUSF DESIGN CALCULA I IONS NUMBER OF BEDROOMS _ 5_ GARBAGE DISPOSAL UNIT NO _ ESTIMATED FLOW (110 GAL./SPL/DAY X 5 BR.) 550 GAL./DAY REQUIRED SEPTIC TANK CAPACITY _110_0_ GAL. ACTUAL SIZE OF SEPTIC TANK _ice GAL. CAPACITY OF SEPTIC TANK _1 GAL. j 1R0� $ @I IN �`\ i F t+r$ a.+vr� r-avvvr ar r r yr I v r v r �m iI A r` i crs £� IS EI4 FI TOTAL ESTIMATED FLOW 330 + 550 _®a0_ GAL./DAY SOIL CLASSIFICATION DESIGN PERCOLATION RATE <__ MIN./IN. EFFLUENT LOADING RATE 0.74•_ GAL./DAY/S.F. LEACHING AREA 1852,F9 SQ. FT. 2 X [(llX46)+(59X2X10/12)] LEACHING CAPACITY (AREA X RATE) 926.97 GAL./DAY 1252.65 X 0.74 RESERVE LEACHING CAPACITY 928.97 GAL./DAY • £ A TrA 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. 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 USED UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS 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. 8 PARCEL IS IN FLOOD ZONE _AS h 8 _. LOT IS SHOWN ON ASSESSORS MAP _ 61__ AS PARCEL 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. 11. ALARM IS TO BE BOTH AUDIO AND VISUAL. 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. 13. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM. 14. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). 15. SEPTIC TANK AND PUMP CHAMBER APE TO BE WATERPROOFED AT THE MANUFACTURER. 16. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS (2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW). 17. A HAYBALE AND SILTFENCE WORKLIMIT IS TO BE INSTALLED AND MAIN- TAINED UNTIL ALL DISTURBED AREAS ARE STABILIZED AND REVEGETATED. 18. EXISTING STRUCTURES ARE ALL TO BE REMOVED WITH THE EXCEPTIONS OF THE SHED AND SOUTHERLY PORTION OF THE MAIN HOUSE, WHICH ARE TO BE RELOCATED AS SHOWN. 19. EXISTING SEPTIC FACILITIES ARE TO BE PUMPED AND REMOVED ALONG WITH ANY POLLUTED SOILS ENCOUNTERED. 20. THERE IS TO BE A NEGATIVE GRADE OF AT LEAST 1/4" PER FOOT FOR QA MINIMUM OF 15' ALL AROUND THE FOUNDATION, 21. THERE ARE TO BE GUTTERS, DOWNSPOUTS AND DRYWELLS INSTALLED. A VARIANCE IS REQUIRED FOR THE TOP OF FOUNDATION TO BE LESS THAN 2' ABOVE THE HIGH POINT IN THE ROAD. (VARIANCE OF 4.0') i_a; likin C1ill+irIL-11 _• e,F117 1 will F- VlCif J4®1 1 VI ILJ VL 1 P'11L- ALARM ON PUMP ON m 16 n PUMP OFF 17�� 1 r0 ed 0 Yarmouth Conservation Commission N©Y 3 Q 2011 P6 Int V 6# VL ., DATE - RECEIVED A f- p rS e%,x tp A f-4 PCr 4 A r %" "' I Ir- A I -^' I IVF I I s M I L M I i I I. I --I I• &3 6 i DATE AGENT PTz.np.ngrn SrPTIC nr-Qrr?J FOR .11=.Ii'g kF w r ' p NEI 1I -I9I LeitLiLw46 LYi'-"iii\M VV. )C. E !3 TST Tl A CO A 4"Trn C/T12�"34.^•T.!vn i YY' E Vis. a.crtwaY'f w ibi• w a �.. • ,q, nTTr[ P Ar PIFOUTT-T V Iri:rLi Yidi� idi l+.dii �Bldri Ali �.! 203 SETUCI'ET ROAD 508- P. O. BOX 713 35-6900 SOUTH DENNIS, MASS. 0266 C..,S8`PRO✓y5116-00�dwgy5116-03.DWO 0 2011 SWEETSER ENGINEERING i