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HomeMy WebLinkAboutEngineered Plan - 2016r'e'y.�'°' 1,71- ,,-� j, s w TOP OF FOUNDATION ELEV. = 100;00 _ 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE 10 FT. MINIMUM FROM SLAB 2' PRESSURE PIPE 4" SCHEDULE 40 PVC P►PE MIN. PITCH 1/8" PER FT. CLEAN SAND INSPECTION PORT 2" LAYER OF 1/8- TO 1 WASHED STONE OTHER 0-46" 10 FT. MINIMUM LOAMY SAND (ASSUMED) 150 PSI MINIMUM ELEV. = 102.33 ki X. OR FILTER FABRIC B LOAMY SAND 7 5YR5/4 CONCRETE _95.50 MA . VENT 100.08 MIN. ICOARSE SAND 2 5Y6/2 COVERS MANHOLE QUICK COVER QISCONNNECT 'TEE LEFLOW ER CEP^ 4•� 4" CAST IRON PIPE " MA X 99.33 °o, 99.4 ELEV. _ _ _ (OR EQUAL) MINIMUM 2,0.. 0 0 0 PITCH 1/4" PER FT. LEVEL 10" ° ABEL A1800 FILTE ELEV. = 6" SUMPELEV. _ ELEV. _ _ 95.0_0_ 40 ML FLOW LINE __$8.85 LOW PROFILE VINYL ELEV = 95.0t 1 D" _$,Q2_ DIS as I B U TI N ELEV. = LINER 1TE, 1 11,31,11, DATE OF SOIL TEST OCTO ER 13, 2016 _ SOIL TEST DONE BY SWEE SER ENGINEERING WITNESSED. BY _E-__aF_N_AjD �e °� E�<VA li't,�� I H OLE a PERCOLATION RATE _ < 2 MIN./IN H IN C1 HORIZON DEPTH HORIZ TEXTURE C LOR MOTT. OTHER 0-46" A LOAMY SAND 11 YR4/1 NO C.P.0 46-52" B LOAMY SAND 7 5YR5/4 BOG IRON 152-108" IC ICOARSE SAND 2 5Y6/2 WATER ENCOUNTERED AT S2_j ELEV. = _ 91.97 ------ _TMIN. 3/8" DRILL , __0_3.83- 3 HIGH CAPACITY INFILTRATORS A p GAS HOLE BOX WITH STONE IN A z_ 4.03 ELEV. _ _95.4 DESIGN CAL ULd' TIO; I S ELEV. = _95_83 -BAFFLE _ - ELEV. _ _ 85.6_6_ TO BE WATER TESTED 11 X 24 X 10 TRENCH FORMATION WELL AlW 230 NUMBER OF BEDROOMS 2 � (TO BE PLACED ON FIRM BASE) (� g� 1n ZONE E GARBAGE DISPOSAL UNIT O__ o CHECK. 3/4" TO 1 1/2" SOIL A 01€4 t IOIN INDEX 23.07(9/2016) TOTAL ESTIMATED FLOW LIQUID OUTLET VALVE WASHED STONE 1 (S , . ADJUST 3.87 ( 110 GAL./SR./DAY X SR.) -.2.20- GAL./DAY DEPTH TEE4 FEET 14 INCHES j ; g� (EXISTING) A REQUIRED SEPTIC TANK CAPAC TY _�0_ GAL. 5 FEET 2 INCHES I 1 ��;LLON P U M 0 4E HP (MAX.) HALF OF USGS PROBABLE WATER TABLE ELEV. = 93_9.1 _ ACTUAL SIZE OF SEPTIC TANK (EXISTING) _100ti GAS. 6 FEET 24 INCHES Y� SOIL CLASSIFICATION 8 FEET 3g INCHES � TI 1��` aCHI M. (OR EQUAL) OBSERVED WATER (10/13/2016)E ELEV. = 9 .97 _ DESIGN PERCOLATION RATE < 5MIN./IN. �� � i �� 6-� - t EFFLUENT LOADING RATE �.3,�_ GAL./DAY/S.F. BOTTOM OF TEST HOLE ELEV. = X7_3 LEACHING AREA 322_.30 SQ. FT. E'1 �+ ¢ (11 X24)+(35X2X10/12) ELEV. AT INVERT INLET 95_50_ PUMP CH AIVI f` C A�a.CU LATI N & �r LEACHING CAPACITY (AREA X ATE) _U8,52 GAL./DAY • DISPOSAL ELEV. AT ALARM ON 93-0p ` REQUIRED FLOW PER CYCLE 25 X _�20 = _ 5_5__ GAL./CYCLE 32233 X 0.74 " ,®.tHs��PROFILE ELEV. AT PUMP ON _S2_`.t_6_ RESERVE LEACHING CAPACITY J'1_0 GAL./DAY (NOT TO SCALE) ELEV. AT PUMP OFF __92.33_ VOLUME PER CYCLE _�GAL/CYCLE /7.48 GAL./CU. FT. = 7.30 _ CU. FT./CYCLEj' BOTTOM OF INSIDE PUMP CHAMBER 91 _50_ VOLUME OF WATER 1N PIPE 3.14 X 0.00694 X __- FT. = 1.00_ CU. FT. k r � ' U LA T IONS: BOTTOM OF OUTSIDE PUMP CHAMBER _$1.00 TOTAL MINIMUM VOLUME PER CYCLE �.� CU. FT. �- ) t t ` g I x' @ L.e � DISCHARGE ?•3� CU. FT. / 36.11 CU.FT./FT. _ x•23 FT. (1000 G.S.T.) t 1000 GALLON PUMP CHAMBER (H-20) STORAGE CAPACITY (.229-- GAL./DAY /7.48 GAL./CU.FT./36.11 CU.FT./FT. _ _0.8t_ FT. 1. ALL WORKMANSHIP AND MATERIALS SH NLL CONFORM TO D.E.P. WEIGHT OF WATER DISPLACED O•-8.Z_2,L PROVIDED REQUIRED _2PROVIDED. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR 9x5.25x(95.84-91.00)x62.5 14294 LSS. THE SUBSURFACE DISPOSAL OF SEWAGE. WEIGHT OF TANK PER MANUFACTURER 14500 LBS. 2. ALL COVERS TO SANITARY UNITS SHAL BE BROUGHT TO WEIGHT OF WATER IN SUMP WITHIN 6" OF FINISHED GRADE. 8.17X4.42X0.83X62.5 1873 LBS. 3. ALL COMPONENTS OF THE SANITARY STEM SHALL BE CAPABLE OF WEIGHT OF CONCRETE N WITHSTANDING H-10 LOADING UNLESS rHEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE EXCESS WEIGHT TO OFFSET FLOTATION USED UNDER OR WITHIN 10 FT. OF DRI S OR PARKING AREAS. --------- 14504+1873-14294 2079 LSS. �RA;N Pi�E 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL -- ------ _ ,�-------__ BE MORTARED IN PLACE. r JEFFERSON A VENUE 5. NO DETERMINATION HAS BEEN MADE A TO COMPLIANCE WITH T( DEEDED OR ZONING REGULATIONS. 0 r R / APPLICANT IS TO i OBTAIN SUCH DETERMINATION FROM A PROPRIATE AUTHORITY. ' 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR ' } IS TO' CALL "DIG -SAFE" AT 1-888-341-7233 AT LEAST 72 HOURS PRIO NCING K ON 1.1 _--•---- ------ --. ----- ---- -- Puhfip WI T C 'E DE AIL 7. CONTRAOCTORMIS�TO VERIFY GRADES SITE. 'D ELEVATIONS AS WELL AS - SITE CONDITIONS PRIOR TO COMMENCIN 3, WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER 158.40'- - MMEDIATEL _ 9. LOT IS SHOWN ON ASSESSORS MAP _ 63AS PARCEL �35 97.3 `, 10. PUMP AND ALARM ARE TO BE ON SE 'ERATE CIRCUITS. I ��0 11. ALARM IS TO BE BOTH AUDIO AND Vl UAL. 12. A ZABEL A1800 FILTER IS TO BE INST •LLED. ALARM ON 13. AN ELECTRIC PERMIT IS REQUIRED TO AIRE PUMP AND ALARM. 14. ALL UNSUITABLE MATERIAL SHALL BE :EMOVED FROM UNDER AND _ PUMP ON FOR A MINIMUM OF 5' AROUND SOIL A SORPTION SYSTEM AND BE 982 REPLACED WITH MATERIAL AS SPECIFIEM IN 310 CMR 15.255:(3). �Q0 98.1 x 98.6 ! / , ,,� PUMP OFF o 15. PUMP CHAMBER IS TO BE WATERPR00 ED AT MANUFACTURER AND cz HAVE ELASTOMERIC SEALS INSTALLED. 97.4 16. VARIANCES TO TITLE 5 AND YARMOUP REGULATIONS: l LOT 12 A. PUMP CHAMBER INVERTS LESS THA 12" ABOVE WATER TABLE (VAR. OF 1.34') 2.3, 979.9 f S.F.-s B. LESS THAN FULL WATER TABLE ADJ STMENT (VAR. OF 1.94'). 96.3 a =� \ 98.2 W J �j 10.0 1000 GALLON', SEPTIC TANK PUMP } `; CHAMBER x .2 40 RL VINYL f O LINER 7SOIL 44 S` ...t A ' Permi algid. der REPAIR OF SEPTIC SYS"1 E ONLY.,•_ due; t© State and Local septic variances. ill Bo*rrd of IHeaith review and approval is required for . 0 1 VENT / x 95 >any., iuturc additions re to 0 01 sewsa facilities;an loratruqures/dwelling, aomauth health 1)eparUnent. [I ', 96.8 31.3 A.PP11-0V L.D' ` LIMIT OF 5' D OVERDIG EG L ENE %I EXISTING SPOT ELEVATION 00X0 x 96.8 EXISTING CONTOUR1---- 00---- FINAL SPOT ELEVA1ON 00.0 FINAL CONTOUR SOIL TEST LOCATION UTILITY POLE -0- TOWN WATER�W - CATCH BASIN l®� GAS LINE " CLEAN OUT C CESSPOOL C.P.0 159.66' Cw `' 0,' av, C. LESS THAN 5 ABOVE ADJUSTED WA ER TABLE (VAR. OF 0.91 ). D. LESS THAN 100' FROM A. DRAINAGE 1PE (VAR. OF 61.8'). rs k.y> E. NO RESERVE AREA. "7 f+, da i• D f Nov,; B `2i�16 APPR]Q/�y� HEALTH DEPT. !' w '�: as .i u H Ht Y .SQAA LOCU3 JEFFERSON -,�- r`i -GILU= V� NGT ON _;0i0� 0 10 ri DATE AGENT IRs. SEPI "D FOR KAT 0 10 R fl' gg�� ��{� �r � a x'91 LOC. t Z. T i. .r.Ji,�'y� 911 O L + 1r`._ t_ 0 - 203 SETUCKET ROAD 508- D. 0. BOX 713 385-6900 SOUFH DENNIS, MASS. 02660 DATE OCT. 13, 2 6 SCALE 20' REV. JOB N0. T" 0 LOCATION MAP I REV. =I[SHEET 1 0E_1 C. 58 PROD 7775-00 dw 7775-SA.S.DWO 0 2016 SWEETSER ENGINEERING y t L -