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HomeMy WebLinkAboutEngineered Plan - 1998,, BENCHMARK r SOIL TEST g .23 MOTT. . TdP. `Ofi FOUNDAl10N 2O 1 T. MINIMUM FROM CELLAR DATE OF SOIL TEST' 1/8" TO 1/2" L co...y EL EV. . ! � ,0 10 FT. -MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND SOIL TEST DONE BY t r3 4' C 4" CAST IRON PIPE c�� (ASSUMED) '4 �' CONCRETE WITNESSED BY 12 M y V 0 pd ct F .._9,9. D ' x COVERS " 4 SCHEDULE 40 PVC PIPE MIN. PITCH 1/8" PER FT. LOAM AND SEED 3"M,1r. OBSERVATION HOLE 1 ELEV.= 29.0 - 2" LAYER OF PERCOLATION RATE . < MIN./NCH AT 26 1NGHES EXISTING SPOT ELEVATION 00 x0 ,, HORIZ TEXTURE g .23 MOTT. OTHER 1/8" TO 1/2" L co...y LEGEND: 4" CAST IRON PIPE 6 ' - " " F .._9,9. D ' x WASHED STONE 97,-5 -M,4t VENT NOT REQUIRED EXISTING SPOT ELEVATION 00 x0 REVISED �'- 7 � f J'B 10 yle (OR EQUAL) MINIMUM FE It. l 7'` LOCATION MAP EXISTING CONTOUR ----00---- SH -FET / OF PITCH 1/4. PER FT: jdY z 1 CU. FT. OF FINAL SPOT ELEVATION FINAL CONTOUR 00 FLOW LINE Hca n J F Z 916 .s os CONCRETE ANCHOR SOIL TEST LOCATION UTILITY POLE -4- �"! .'. X3.:5 ELEV. _ ?-0 10" `TMIN. TOWN WATER —WW V. m 1,3G `:,< .0 o O 0 4 ��. � ELEV. _ `L.�C' CATCH BASIN® GAS LINE cD ECFV. _ �: 9 'ASELE,� BAFFLE ,2 3 6" SU a G,�G CLEAN OUT C.O. CESSPOOL C.P. O DISTRIBUTION, i�LCln'1,?E u UtD OUTLET _ _. BOX to.Do -4-cUi Ti C w coaJTAt r'e,R .33a -4 FEET 14 INCHES -„� (TO BE PLACED N FIRM BASE) V.Q ,�% TO BE WATER TESTED it q r' r STONE IN AN z - DEPTH HORIZ TEXTURE COLOR MOTT. OTHER L co...y loy2 CRAIG R SHORT PROFESSIONAL ENGINEER $08— P.O. BOX 1044 398-8311 SOUTH DENNIS, MASS 02660 DATE SCALE REVISED �'- 7 � f J'B 10 yle l 7'` LOCATION MAP k,L 7.4 SH -FET / OF Mal ell VM jdY Hca n J rr ” 5 FEET 19 INCHES IF MORE THAN ONE OUTLET s FEET 24, INCHES 1500 GALLON 1 `'x`� DEE TRENCH FORMATION WELL /,/o WATER ENCOUNTERED AT _L ZdELEV. 7FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION ZONE 8 FEET 34.:INCHES SEPTIC TANK `' �'�. `` 3%4" STD 1 1 /2" INDEX WASHED STONE SYSTEM S A S ADJUST uscs PROBABLE WATER TABLE ELEV. � 7' �+ DESIGN CALCULATIONS SEWAGE DISPOSAL SYSTEM PROFILE NUMBER OF BEDROOMS OBSERVED WATER TABLE ( / / ) ELEV. ' ^'� GARBAGE DISPOSAL UNIT NO NOT TO SCALE BOTTOM OF TEST HOLE' El V. _ TOTAL. ESTIMATED 'FLOW ( 110 GAL/BR:/DAY X SR.) GAL/1)4Y. REQUIRED _ SEPTIC TANK CAPACITY GAL ' ACTUAL SIZE' OF SEPTIC TANK 1500 GAL T/ TL .t"- �? H V F3 Z 14 Aj c r' .S' R Eo U / R 0 Z) SOIL' CLASSIFICATION DE51GN PERCOLATION RATE It31N:%IN. 5, l+ '- SQL/DAY/S.F. EFFLUENT LOADING RATE Src Ttc)t j /.57, 211. Dl S T AIC ES ,S,IF7"v� CE'Al 5. - LEACHING AREA (12.5'x33.5: t;92'xc^ � ©2 FT. /,__ P/ZE Y LINE• 1Gt' V/,ZEZ� a P rt r LEACHING CAPACITY IAREA X RATE) �„ � GAL/DAY ' Go2-V. 7-Y` RESERVE LEACHING CAPACITY GAL/DAY NOTES: 1 ALL wORWAN5HIP AND MATERIALS - SHALL CONFORM TO a:>=.P TITLE 5 AND THE TOWN OF RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.. 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO IN B" OF WITHIN FINISHED GRADE. . f 3. ALL COMPONENTS OF THE SANITARY SYS1`EM SHALL' BE CAPABLE OF ! WITHSTANDING H--10 LOADING UNLESS THEY ARE UNDER OR YATHIN C 10 .FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR "THIN 10 FT. OF DRIVES OR, PARKING AREAS. f l 4. ANY MASONARY UNITS USED TO BRING COVERS TU GRADE SHALL BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COV�IPLIANCE WITH DEEDED RCH rNT NATION! RSOM-APPROPRIATEAPAPPLICANT . ORI AUTHORITY. . S. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR - IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TD 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 ! d i IMMEDIATELY. crA ; f tc V �nt� �� , e. PARCEL Is IN FI_od0 ZONE , , /3 3 9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL 10. EXISTING C6JS�'fVARE TO BE PUMPED AND BACKFILLED. ? fi ._ SEP 0 � �SS� � . �� � >r � n H �- d " � � c �'4" �° 15 )Z�' , �,�-' �� �- �e S E 5 T r - � � WIT t -N i N t o' ca � T't-r �' �-� �" ?"'� l L.r �✓.� � G __. thq °47 t.s ,' HEALTH DEPT. Irv► e-15 r .5 le -1 0^j or p r pf= CZ- / t 1. Cri 00 t ± . o C � APPROVED: BOARD OF HEALTH I� t a SHORT Y'+'HEALTH j °'` fk1G. 27,4453 i E'P71 C I < —_�_� - �.✓ .s ter . _ . _ _ li `o�� ,pE� <�" ! `� �� T �_. DATE AGENT fes. _ A/ 0 TE L a ?' L t r�/�"S'k, Q 1998 CRAIG R, SHORT, _ P.E. 5 -7 •9t Mics p ,o .r 2$ �s >1 a p PROPOSED SEPTIC DESIGN FOR % PROJECT LOCATION - _ CRAIG R SHORT PROFESSIONAL ENGINEER $08— P.O. BOX 1044 398-8311 SOUTH DENNIS, MASS 02660 DATE SCALE REVISED �'- 7 � f J'B NO. JO -I 2 -747 LOCATION MAP REVISED Cf�/, RE� _ 4 �' � SH -FET / OF Q 1998 CRAIG R, SHORT, _ P.E. 5