Loading...
HomeMy WebLinkAbout83-1194 - Site PlanSOIL TEST DATE OF SOIL TEST FjvnlL WITNESSED BY D. AlAS0^•J PERCOLATION RATE -4-7-- MIN INCH OBSERVATION HOLE I OBSERVATION HOLE 2 ELEV = 17. 0 ELEV.= D r° P StUP3501I. 36 �t-o!✓M SA.,r p I lilt Alo TER AT I�y' EL.= S WATER A7 EL.= DESIGN CALCULATIONS NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT TOTAL ESTIMATED FLOW ( 110 GAL./BR./DAY x BRA p GAL. DAY REQUIRED SEPTIC TANK CAPACITY 66 O GAL. ACTUAL SIZE OF SEPTIC TANK /000 GAL. LEACHING AREA REQUIREMENTS SIDEWALL AREA S bAL/S.F. BOTTOM AREA ^ GAL/S.F rEACHING CAPACITY( BOTTOM+SIDEW� LLI �' 3 GAL. p,lvx6X6X1.o)f Ixgx^ li�x�x2,s !LUOQ LEGENDI RESERVE LEACHING CAPACITY .SB�!•3 GAS. EXISTING SPOT ELEVATION OOxO /p o� EXISTING CONTOUR — 00---- C�� FINAL SPOT ELEVATION ® NOTES FINAL CONTOUR I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. SOL TEST LOCATION fit, Z° UTILITY POLE -0- TITLE 5 AND THE TOWN OFRULES AND I �� j /jam°` -v op➢ fj TOWN -WATER �w mwW� REGULATIONS_f_OR THE SU 85V.RFACE_DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO CATCH BASIN (c WITHIN 12" OF FINISHED GRADE. l / tri ��-v�D` ✓ 3. EXISTING AND FINAL. GRADES SHALL REMAIN ESSENTIALLY THE SAME 65 � / 4• ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE r /� ✓ / /0. E}c L Dtf Tv21Y" 49, --jt 7'0 ?F OF WITHSTANDING M- 10 LOADING UNLESS THEY ARE UNDER 6R G WITHIN IQ FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING. 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE // / SHALL BE MORTARED IN PLACE. Lo"7- (0 6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH >LoT s tp'; 1l DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. APPROVED BOARD OF HEALTH Y L /,� D / `•r� % l �� � DATE AGENT LTtf (Iy \\ y ` PROJECT LOCATIONS O T c � Imo• y rnWrtlAr� Ou�U D) APPLICANT ?0 FT. MIN, ROBIN W. WILCOX PROFESSIONAL LAND SURVEYOR 203 SETUCKET ROAD 385-6478 SOUTH DENNIS, MASS 02660. SCALE, / /I= ZD DATEIMpr 7,'/.9 �a%/% 7 REV.REV. TOP OF FOUND. LOCATION MAP J00 N0' D 6 a Y -OO =SHEET _OF / t EL. rte_ 10 FT. MIN. C - CONCRETE 4 SCH. 40 P,YC PIPE GLEAN SAND COVERS MIN. PITCH 1/8 PER FT. x ! 12 CONCRETE COVERS 2" LAYER OF r. 4N CAST IRON PIPE (OR EQUAL, MIN. 1/8 — I/2 WASHED :".. PITCH 1/4 PER FT.Irl -- STONE Rj FLOW LINE Il lo" LFL -8.3 gt= 16,i %I ,•..,• EL= e �3Tr!1rr 2' ` I EL e B7 , LEVEL ( Fx- t EL. m 16.0 1sg o DIST. EL = BOX 10�© GALLON PUMP 3/4"- 11/2 WASHED STONE --ll �o°• 9•aQ SEPTIC TANK CHAMBER -L PRECAST LEACHING 1 " etse» PUMP 09 e _ 7.S ON EL = 70 BASIN OR EQUIV. y- 16 bIAM. t 3 g PUMP OFF a SEWAGE DISPOSAL SYSTEM PROFILE 17ID(9 m, NOT TO SCALE 7. PAP � ALARM tU Bf ON SEPeRnte' GReurrf. �. Ate RN ro SC BoTN yvDrr3 d VlSve� i BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE Els 5.8 OBSERVED WATER TABLE ( / / 1 EL.= SOIL TEST DATE OF SOIL TEST FjvnlL WITNESSED BY D. AlAS0^•J PERCOLATION RATE -4-7-- MIN INCH OBSERVATION HOLE I OBSERVATION HOLE 2 ELEV = 17. 0 ELEV.= D r° P StUP3501I. 36 �t-o!✓M SA.,r p I lilt Alo TER AT I�y' EL.= S WATER A7 EL.= DESIGN CALCULATIONS NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT TOTAL ESTIMATED FLOW ( 110 GAL./BR./DAY x BRA p GAL. DAY REQUIRED SEPTIC TANK CAPACITY 66 O GAL. ACTUAL SIZE OF SEPTIC TANK /000 GAL. LEACHING AREA REQUIREMENTS SIDEWALL AREA S bAL/S.F. BOTTOM AREA ^ GAL/S.F rEACHING CAPACITY( BOTTOM+SIDEW� LLI �' 3 GAL. p,lvx6X6X1.o)f Ixgx^ li�x�x2,s !LUOQ LEGENDI RESERVE LEACHING CAPACITY .SB�!•3 GAS. EXISTING SPOT ELEVATION OOxO /p o� EXISTING CONTOUR — 00---- C�� FINAL SPOT ELEVATION ® NOTES FINAL CONTOUR I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. SOL TEST LOCATION fit, Z° UTILITY POLE -0- TITLE 5 AND THE TOWN OFRULES AND I �� j /jam°` -v op➢ fj TOWN -WATER �w mwW� REGULATIONS_f_OR THE SU 85V.RFACE_DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO CATCH BASIN (c WITHIN 12" OF FINISHED GRADE. l / tri ��-v�D` ✓ 3. EXISTING AND FINAL. GRADES SHALL REMAIN ESSENTIALLY THE SAME 65 � / 4• ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE r /� ✓ / /0. E}c L Dtf Tv21Y" 49, --jt 7'0 ?F OF WITHSTANDING M- 10 LOADING UNLESS THEY ARE UNDER 6R G WITHIN IQ FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING. 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE // / SHALL BE MORTARED IN PLACE. Lo"7- (0 6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH >LoT s tp'; 1l DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. APPROVED BOARD OF HEALTH Y L /,� D / `•r� % l �� � DATE AGENT /0 P // LTtf (Iy \\ y ` PROJECT LOCATIONS O T c � Imo• y APPLICANT ROBIN W. WILCOX PROFESSIONAL LAND SURVEYOR 203 SETUCKET ROAD 385-6478 SOUTH DENNIS, MASS 02660. SCALE, / /I= ZD DATEIMpr 7,'/.9 �a%/% 7 REV.REV. LOCATION MAP J00 N0' D 6 a Y -OO =SHEET _OF / /0 P //