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Home My WebLink About83-1907 - Old Plans - Septic Design002MAX 13.0 NAX. OR }li.:TEFt FABPIC VENT - 510' 47 CAST IRON PIPE 6 MAX. 5075 MPd: (OR EQUAL) MINIMUM REQUIRED I PITCH 1/4' PER F7. EyE�ERS z TEE FLOW llNE , : 10.00' iA 10- _ .. DEPTH .: HOP.1Z TEXTURECOLOR MOTT. MOTT. - OTHER 0-,6- A SANDY LOAM 2.5YR3/2 NO 16-30- B LOAMY SAND 5YR5/8-- - 30--60' CT _ARSE SAND 5YR6/6 60-120'. C2 ,,.: FINE SAND.' : SYR7/3 ELEY. = i190 - MIN. 0.75 2.0. . a e WATER ENCOUNTERED. AT 112- ELEV. "_ " 2-29 LEVET 'c„1 a.l ` = 887. ■ T7 n v = 11.00 GAS 9 SUMP ELEV. 9.73 - - ,._ .- ELEY. OHSERVA I10N H� L. ELEY.= ,3.58 ELE . BAFFLE ELEV. DISTRIBUTIM ELEV. LKm OUTLET . . w_. _ �� s 12 (1'.77AL) HIC H COPA AS WATIOP.S Z OW in (TO BE.PLACED ON nF;5A BASE) .. _ 0.'.'T J 4 FEET 14 INCHES TO BE WATER TESTED 2 - 11' X 4'.S' X 10* TRENCH FORMATION WELL fit1WA 29 5 FEET 19 INCHES IF MORE THAN ONE OUTLET. _ 6 FEET 24 INCHES - 1500 GALLON i+11t p� r9-L'� Tn 7 FEET 29 INCHES 11C TAN Y (TO BE PLACED D oN FttRlA SASE) Ja4��'.ABSIMi I NDIX E7 B FEET 34 INCHES DEPTH: HORIZ TEXTURE COLOR MOTT. OTHER 0-14' A SANDY L0AMd 2-SYR3/2 NO 14-36- - 8 LOAMY SAND 5YR5/8 36-72', Cl COARSE SAND 5YR6/6 72-134' C2 FiN£ SAND . SYR7/3 3/4- TO 1 1/1 CLEAN�I (SAS) j DOUBLE WATER ENCOUNTERED AT 134 QEV_ _ 2-41': DIE WASHED STONE SYS ; \SASE .GUESTHOUSEFREEOF FINES SIT SEWAGE DISPOSAL SYSTEM PRonLG _3. - USGS PROBABLE WATER TABLE ELEV. = 11 - NOT TO SCALE OBSERVED WATER TABLE (12/13/1996) ELEV. = 241 130TTOM OF TEST HOLE ELEV. '_ GUEST HOUSE 4- SCHEDULE ,D PVC PIPE CLEaN sCTI .DESIGN `CALCULATIONS . TOP OF FOUNDATION 20 Ff. MINIMUM FROM CELLAR OR (TRAWL SPACE MIN -.PITCH 1J8' PER FT. fkSPECTIONPORT 2- LAYER OF '. ... ELEV. 12AO 10 FT MINIMUM 10 FL MINIMUM FROM SLAB 1/8- TO 1/2- . WNSER OF BEDROOMS 3 2- PRESSURE PIPE - WASHED STONE GARBAGE DISPOSAL UNIT -N3 150 PSI MINIMUM ELEV. - 130 M FILTER FABRIC ESTIMATED FLOW CONCRETE 800 -MAX 10.75 ►�'Y_ R REQUIRED (110.GALj"?-/DAY L X3 BR) 330GAL/DAY COVERS MANHOLE - QUICK - ' REQUIRED SEPTIC TANK CAPACITY _0 GAL CO ptN ONNNECT Z ACTUAL SIZE OF SEPTIC :TANK 1504 GAL . - 0. a 4• 4' CAST IRON PIPE 1 00 (OR EQUAL) MINIMUM a o .PITCH 1/4" PER FT. 2'0. MAIN HOUSE EL A,I300 F� 6- SUMP L� _ _9_, e ` oEv: a67 DESIGN :CALCULATIONS FLOW LINw -$.1 J NUMBER OF, BEDROOMS 5 8.60 DI-STRIBUTION EL.EV. _ MIN. 12 {TOTAL) HIGH CAPACITY iNF27RATORS GARBAGE OW UNIT NO 3/8' GRILL y 8`- WITH STONE IN GAS BOX z 556 (1110 GAt /13L/bAY X S BR) 5W GAL/DAY ELEY.= 835 t EIHOLE TO BE WATER TESTED 2 - 11' X 48' C 10' TRENCH FORMATION WELL 'M1W 29 REQUIRED SEPTIC TANK CAPACITY 110D GAL ELEV.= 8.10ACTUAL SIZE OF SEPTIC TANK _1500 GAL (TO BE PLACED ON FIRM BASE) SOIL BSO PON ZONE A CHECK 3/4' 70 1 1/2' INDE7( 5.7 CAPACITY O< SEPTIC TANK_ GAL LIQUID OUTLET LVE WASHED STONE �.. �/�+ ,, /� ADJUST 0.7 F)FPTH TEE (TO BE PLACED ON FIRM BASE) ; S 1 STEM : (SAS) �+ .. . 4.FEET 14' INCHES MYERS SRM 4 - SOIL ABSORP11ON SYSTEM 5 FEET 19 INCHES 1500 GALLOON PUMP - - 0.4. HP (MAX.) - - - 6FEET 24 VNCHES SEPTIC .TANK (OR EQUAL) - USGS PROBABLE WATER TABLE ELEV 'a 1-41 - DESIGN CALCULATIONS 7 FEET 29 INCHES CHAMBER 8 FEET - 34 .INCHES OBSERVED WATER TABLE (12/13/1996) ELEV- _ 241 BOTTOM OF TEST HOLE ELEV. _ 1.62 TOTAL ES17MATE) FLOW MAIN HOUSE ELEV. AT INVERT INLET &O PUMP CHAMBER CALCULATIONS: = +FICATIaN no GAL/DAY ELEV. AT ALARM ON -5 REQUIRED FLOW PER CYCLE 25 X '_550 ffi . DESIGN PERCOLATION RATE_ MM./IN. SEWAGE DISPOSAL SYSTEM .PROFILE ELEV. AT PUMP ON sm So GAL,CYGLE NOT TO SCALE ELEV. AT PUMP OFF 4,W VOLUME PER CYCLE 1375 GAL/CYCLE /7.48 GAL/CU. FT. tE CU- FT./CYCLE EFFLUENT LOADING RATE n74 GAL/DAY/I BOTTOM OF INSIDE PUMP CHAMBER 4.00 VOLUME OF. WATER IN PIPE 3.14 X 0.00694 X 72 FT. 1.57 CU. FT. "C2HING AREA . I SQ. F7 TOTAL MINIMUM VOLUME PER CYCLE _ M"CU. FT. 2 X [(iiDf1 X46}+{59X0/T2)] BOTTOM OF OUTSIDE PUMP CHAMBER 375 DISCHARGE 19.9$ CU. FT. / 36.11 CU.FT-/FT. - OSS FT. (1000 G.S.T.) LEACHING CAPACITY (ARCA-X RATE) OM97 GAL/bAY STORAGE CAPACITY (350- GAL/DAY /7.48 GAL/CUS-1/36.11 CU.FT./FT. - 2.04 FT. 1257-66 X 0.74 204 REQUIRED 250 PROVIDED RESERVE LEACHING CAPACITY 926.97 GAL/DAY NOTES: 1. ALL WORKMANSHIP' AND MATERIALS SHAM 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 .STALL BE BROUGHT TO - NIMH 6- OF FTNLSED GRADE - 3- ALL COMPONENTS OF THE SANITARY SYS" SHALL BE CAPABLE OF X 14 6 WITHSTANDING H-10 LOADING .UNLESS THEY ARE UNDER OR WITHIN 10 1T. -OF DRIVES OR PARKING AREAS. H-20 LOADING. SHALL. BE . - - - USED UNDER OR WITHIN 10- FIT. 'OF.DRIVES OR PARKING AREAS 4- ANY MASONARY UNITS USED TO BRING COVER'' 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. UNITES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO.CALL'DIG-SAFE- AT 1-888-344-7233 ATLEAST72 HOURS PR10R TO COMMENCING WORK ON SIM 7. CONTRACTOR IS TO VERIFY. GRADES 'P.ND ELEVATIONS. AS WELL AS SITECONDITIONSCONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO HE BROUGHT TO 1WWE .ATTFNTI0IL OF THE DESIGN ENGINEER PS 14 E \ IMMEDIATELY: / 0� 8. PARCEL IS IN FLOOD 'ZONE A6 R 8 r \ • P� a6• \ 9: LOT IS SHOWN ON ASSESSORS MAP 61 AS PARCEL 96 10. PUMP AND ALARM ARE :TO EE ON SEPERATE CIRCUITS i1. ALARM IS TO BE BOTH AUDIO AND VISUAL - - 12- A ZABEL Al Boo FILTER is TO BE INSTALLED. 13- AN ELECTRIC. PERMIT LIS 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 O - - REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). . //�. \ O- 15. SEPTIC TANK AND PUMP CHAMBER ARE TO BE. WATERPROOFED AT X T4 4 \ ^ ` Q THE MANUFACTURER. 16- THE INSTALLER 15 TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS . _ \ (2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW). A HAYBALE AND SLLTFENCE WORKUMIT IS TO BE INSTALLED AND MAIN- ..-- � TRINE) UNTR ALL DISTURBED AREAS ARE STAt3ILIZED AND REVE(1-fATED. 18. EXISTING STRUCTURES ARE ALL TO BE REMOVED WITH THE EXCEPTIONS k 9 G\ OF'THE SHED AND SOUTHERLY PORTION OF THE MAIN HOUSE. WHICH ARE Sa .TEST 2 . TO BE EXISTIG SEPTIC FACILIAS SHOWN. TIES E S 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 A MINIMUM OF 15' ALL AROUND THE FOUNDATION. INSTALLED.: . / `\ /� ,t•`t / \ \\\ \� \� �`r \ Q 1 7 21- THERE ARE TO BE CUTTEIM D0%?NSPOUTS AND 22. VA ARIANCE S RECIUIRED FOR THE TOP OF FOUNDAII�ONNTO BE LESS / 13�j / P / / \ \ \f \ SOIL �p. lZ - / - \TEST` \ _ _ THAN 2' ADOVE THE HIGH POINT IN .THE ROAD. (VARIANCE OF 4.07 / � � � /_,/ , \ ,•\ p� \ yam\ a !y 150 G ON SEPTIC TANK j \ • ,,, *>� l � \ �'� � \ III \ TOP OF BOUND / - .,'.�F - . '.► _ -PUMP SNITCHES .DETAIL EJEV. - 13.90 r [ / T (NGVD) 1 94 OIT OF VERDIG • X 10. ALARM ON IU.4. / vruw.v 1 n O rumr Vn 1 / X 9. PUMP OFT 0.7 GARAGE �X 10.2 Pump ` 00 2.6 \\ o. r_ CHAMBER 9 X 7.8 1500 C ON O \ = BA A SEP TANK DRYWELL D LL i ShfED Qom 10.3 / 10.6 10. MAIN HOf X; I ifz50 `, X 1 / IV r0. 10.s 4L\eAEL 1 / / 0� / /// 3.4 . / o ` JeLTFEN LIMITy< 9-3 TO � may, y X� 4r� fp 1A 3 AREA JJ 50,940 S.F.: 97 APPROVED- BOARD OF.. HEALTH ?�- {/•TrST E� r .. Ort. +,........., '.r _ .'SAki TARtP.,I i ✓ / �I 1' Q�V nL1 T t nATF - `. AQFNT a