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HomeMy WebLinkAbout286 Route 6A - Site PlanSYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 USE (1) H-10 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (40 + 10) 2 (.74) = 148 GPD BOTTOM 40 x 10 (.74) = 296 GPD TOTAL: 600 S.F. 444 GPD USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.25' STONE AT ENDS 5' BETWEEN UNITS AND 2.6' AT SIDES (H-20 LOADING) MA APPROVED DATE BOARD OF HEALTH I off 508-362-4541 fox 508-362-9880 downcope.com doWO cape enBineel'inB, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 LICE #13-164 L% SLOPE) *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM FOUNDATION— 64' — SEPTIC TANK SEPTIC SYSTEM INSTALLED OCT. 2013 ALL RUN-OFF TO BE CONTAINED ON-SITE POSS. CP AREA PROVIDE CLEAN -OUTS AT PIPE BENDS BETWEEN DWELL. AND ST-! WATER—TEST WBOX FOR LEVELNESS ,o000000o0000a000°000°oo H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST r0000,°,o�o�o�o°o�o,°,000po. 3/4"-1-1/2" DOUBLE WASHED STONE (3) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 40' X 10' COMPACTION. (15.221 [21) (-A--% SLOPE) (-L-% SLOPE) 89' D' BOX 16' LEACHING FACI LIN 28.5 BOTTOM TH-1 NO GROUNDWATER FOUND NOTES 1. DATUM IS APPROX. NGVD 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H– 10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 37.0' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 34.17' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. PROFILE ALL SYEM SHALL BE SYSTEM Tho ,�e MARK D�WITHCMAGNETICTTAPE OR Z COMPARABLE MEANS FOR FUTURE LOCATION. Rte 6A 4 (NOT TO SCALE) PROVIDE MIN. 20" DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE Dennis V 2" PEASTONE OR GEOTEXTILE TOP FOUND. EL. 50.5' x� FILTER FABRIC OVER STONE 0 1 45.0 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM BLOCKS OR PREC*H-10 H-10 MORTAR ALL PRECAST RISERS RISE 4"OSCH40 PVC COMPONENTS H-10 INV'S EL. PIPES LEVEL 1ST 2' [_�N 36.17 45.0'±*500 . GAL H-10*EQUAL) DS BET mm®O PJ®O©5 4SEPTIC TANK:. ... 6" MIN SUMP ,°�° ;°°o° ° 0000000000 000o0o0e0o0 12" MIN. INT. o ,o°o°ooaa D DIM.c� ®®®o®oo®®oo GA _ , ®mFnEmn6.48' 36.3EVEL ° (ACME O L% SLOPE) *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM FOUNDATION— 64' — SEPTIC TANK SEPTIC SYSTEM INSTALLED OCT. 2013 ALL RUN-OFF TO BE CONTAINED ON-SITE POSS. CP AREA PROVIDE CLEAN -OUTS AT PIPE BENDS BETWEEN DWELL. AND ST-! WATER—TEST WBOX FOR LEVELNESS ,o000000o0000a000°000°oo H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST r0000,°,o�o�o�o°o�o,°,000po. 3/4"-1-1/2" DOUBLE WASHED STONE (3) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 40' X 10' COMPACTION. (15.221 [21) (-A--% SLOPE) (-L-% SLOPE) 89' D' BOX 16' LEACHING FACI LIN 28.5 BOTTOM TH-1 NO GROUNDWATER FOUND NOTES 1. DATUM IS APPROX. NGVD 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H– 10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 37.0' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 34.17' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. LOCUS MAP NOT TO SCALE ASSESSORS MAP 122 PARCEL 74 1 LOT AREA 46,775± S.F. TEST HOLE LOGS PROP RE -LO TED SHED - ENGINEER: DANIEL E. GONSALVES, SE #13587 (ND FNDN.) \ / \ WITNESS: AMY VON HONE, RS x DATE: 7/31/13 PERC. RATE _ < 2 MIN/INCH �DO CLASS I SOILS o TH2 /� \ AO CO PROP. 32'X 36' BARN / SLAB 0 EL. 42.75' / 46 \( ) � 1 I� PROP. 1500 GAL C CP H,10 ST O O DECK EXIST. DWELL TOP FNDN. = 50.5' i RS 1 / xo PROP. PAVED DRIVEWAY 42 / � I I EXIST. LEI 1 h " I G 1� kA/ I I APPROX CP LOC 4 ELEV. 0" 1 40' A SL 8" 1OYR 4/2 B SL 36" 1OYR 5/8 37' PERC C FS 2.5Y 6/4 4 ELEV. 2 0" 40' A SL 6" 1OYR 4/2 B SL 1OYR 5/8 25" 37.9' C FS 2.5Y 6/4 138" 1 28_5' 120" L— NO GROUNDWATER ENCOUNTERED + !l XI3T. CP ! Ya[IIno0tlP '% PAVED DRIVE / ±241 ly a .ame PROP. RE -GRADING AND RE -PAVING OF DRIVEWAY O\ 46 \ BENCH MARK - CENTER OF TITLE V SITE PLAN 5�\ BASIN. ELEVATION = 43.4 - c�\ i OF / \ 49 286 ROUTE 6A 4 / \ YARMOUTH PORT / 50 PREPARED FOR 30' 1 , �1 GORDON CLARK 4'9 A l "* DATE: AUGUST 1, 2013 1\ �� !" = zNCFe,ssy EpAN!ELAs.. REV. AUG. 26, 2013 (MOVE ST, H-10 COMPONENTS) DANIEL 9c"� DAN 4LA.Ac,� - RQ A. OJALA REV. OCT. 21, 2013 PC `�' OJALA CIVIL � No. 40980 No. 4650 Scde:1"=20' TEP �?4' t <qND CP na" y, ANG 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. 13-164 CLARK.DWG 1 v Tho ,�e e Road Z Rte 6A 4 a 5ond I FF � ° Dennis V Pond x� 0 LOCUS MAP NOT TO SCALE ASSESSORS MAP 122 PARCEL 74 1 LOT AREA 46,775± S.F. TEST HOLE LOGS PROP RE -LO TED SHED - ENGINEER: DANIEL E. GONSALVES, SE #13587 (ND FNDN.) \ / \ WITNESS: AMY VON HONE, RS x DATE: 7/31/13 PERC. RATE _ < 2 MIN/INCH �DO CLASS I SOILS o TH2 /� \ AO CO PROP. 32'X 36' BARN / SLAB 0 EL. 42.75' / 46 \( ) � 1 I� PROP. 1500 GAL C CP H,10 ST O O DECK EXIST. DWELL TOP FNDN. = 50.5' i RS 1 / xo PROP. PAVED DRIVEWAY 42 / � I I EXIST. LEI 1 h " I G 1� kA/ I I APPROX CP LOC 4 ELEV. 0" 1 40' A SL 8" 1OYR 4/2 B SL 36" 1OYR 5/8 37' PERC C FS 2.5Y 6/4 4 ELEV. 2 0" 40' A SL 6" 1OYR 4/2 B SL 1OYR 5/8 25" 37.9' C FS 2.5Y 6/4 138" 1 28_5' 120" L— NO GROUNDWATER ENCOUNTERED + !l XI3T. CP ! Ya[IIno0tlP '% PAVED DRIVE / ±241 ly a .ame PROP. RE -GRADING AND RE -PAVING OF DRIVEWAY O\ 46 \ BENCH MARK - CENTER OF TITLE V SITE PLAN 5�\ BASIN. ELEVATION = 43.4 - c�\ i OF / \ 49 286 ROUTE 6A 4 / \ YARMOUTH PORT / 50 PREPARED FOR 30' 1 , �1 GORDON CLARK 4'9 A l "* DATE: AUGUST 1, 2013 1\ �� !" = zNCFe,ssy EpAN!ELAs.. REV. AUG. 26, 2013 (MOVE ST, H-10 COMPONENTS) DANIEL 9c"� DAN 4LA.Ac,� - RQ A. OJALA REV. OCT. 21, 2013 PC `�' OJALA CIVIL � No. 40980 No. 4650 Scde:1"=20' TEP �?4' t <qND CP na" y, ANG 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. 13-164 CLARK.DWG 1