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HomeMy WebLinkAboutEngineered Plan - 2014ACCESS COVERS MUST BE WITHIN " 9 MINIMUM. INVERT ELEVATIONS: DESIGN CRITERIA.- GENERAL NO TES : 6 OF FINISH GRADE 3 ' MAXIMUM COVER 102.67 FIRST 2' TO INVERT AT BUILDING: 99.5 DESIGN FLOW: BE LEVEL MIN 2' OF PEASTONE INVERT IN SEPTIC TANK: 99.0 4 'BEDROOMS AT 1/0 G.P.D. PER I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OR F I L TER FABRIC INVERT OUT SEPTIC TANK. 98.75 BEDROOM EQUALS 440 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM ONLY. 4' DIAN PIPE 3/4" - I 1/2' DIA. INVERT IN DIST. BOX 97.77 Q NO GARBAGE GRINDER 2. VER T I CAL DATUM IS ASSUMED. FOR BENCH MARKS 99 .5. � 98. T5 9T. 6 ''� 2' �o DOUBLE WASHED STONE INVERTOUTDIST. BOX: 97.6 v GAS ,/ :1 1 ,� 5.5 INVERT T l N L EACH CHAMBER: 97.5 EE S I TE PLAN, 99.0 BAFFtE 97.77 9T.5 SEPTIC TANK REQUIRED: SET. S 3 OUTLET 2-500 GAL LEACHING CHAMBERS BOTTOM OF LEACH CHAMBER: 95.5 440 G.P.D. X 20OX - 880 GAL. J. ALL CONSTRUCTION METHODS AND MATERIALS AND D -BOX W14* STONE AROUND. 12.8'w x 33 ' 1 x 2'd ADJUSTED GROUND WATER: NIA - .SEPTIC TANK PROVIDED:MAINTENANCE ISOO GAL. MIN. OF THE SEPTIC SYSTEM SHALL 1500 GAL H-20 OBSERVED GROUND WATER: NIA CONFORM TO MASS.. D.E.P. TITLE 5 AND LOCAL SEPTIC TANK 6" CRUSHED STONE OR BOTTOM OF TEST HOLE I: 90.3 SOIL ABSORPTION SYSTEM REQUIRED: BOARD OF HEALTH REGULATIONS. COMPACTED BASE :'.DESIGN PERC RATE f 5'MiN/INCH. PROFILE SOIL TEXTURAL CLASS - I 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER NOT TO SCALE EFFLUENT L OAD l NG RATE = 0.74 GPD/SF AREAS SUBJECT TO VEHICULAR TRAFF l G OR GREATER N 440 GPD / 0.74 GPD/SF - 595 S.F. REQUIRED THAN 3" IN DEPTH ..SHALL 'BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS. PROVIDED: 2-500 GAL LEACHING CHAMBERS WI4' STONE AROUND. A-606 S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR 606 S.F. x 0.74 - 448 G.P.D. APPROVED EQUAL. Sc, R 6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED j% SOIL TEST P I T DATATA ® PRECAST CONCRETE OR APPROVED POLYETHYLENE. �Q ^^ INDICATES INDICATES BOTH SHALL BE WATERTIGHT, D -BOX SHALL BE WATER p PERCOLATION OBSERVED TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE TEST GROUNDWATER OUTLET. S 8!'sa .3S TP #I 7. BEFORE CONSTRUCTION CALL 'DIG -SAFE '93.75' - `,;�- c � /R HORIZON TEXTURE COLOR 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT, UP 0" 100.3 - FOR LOCATION OF UNDERGROUND UTILITIES. o ' o MUL CH 8. EXISTING CESSPOOLS TO BE PUMPED DRY. REMOVED Q5 ----------------------- 99.9 � l 62 � AND BACKFILLED WITH SAND 1 L O T A LOAMY IOYR SAND 312 12.353+ S.F. l0" - - - - - - - - - - - - - - - - - 99.5 9. ALL THREE EXISTING 'OUTLETS AT THE DWELLING TO 3 LOAMY IOYR BE RELOCATED TO THE LOCATION AND ELEVATION SAND 5/6 SHOWN. \ 30------------------------ - 97.8 C/ FINE -MED IOYR BEDRooM48' DINIAto \ SAND 6/6 1` 4J RoOA/ / I111MG Y ROOBATH i _ - .M O ROOM K1 TCf/EN l - ° ReoROov t / 3 BEDROoM M Q, c� _ NO WATER 90.3 120 (Oi .BATH PoRcy c o DATE: JULY 3. 2014 tAg , �,i c 4� x TEST BY: STEPHEN HAAS a X7 7 1t� SEE NOTE 9. O , Q SM CORNER, STEP / .WITNESSED BY: AMY VONHONE EL -102.21 �\o� +loz.o SECOND FLOOR PLAN T'll me Date PERC RATE: C 2 MI NII NCH 15 Y GARAGE � 2 o CESSPOOL A y +101.4 N .:.: lsbo cat 6N - - _ ... SEPTIC 7ANKN0 4 12 -OAK- - / �yL �C //0JOHN '&r F'• Q. i Z. -� 20 OAK w o DEMAREST, JR. u' !> 1 �' •: / - (8 flAK D=80X.' ry /00 2 tl , O A 36859" o r. SAO TPmf 2-566- GALLON ` SUR jEACHING CHAMBERS o I W/4 • STONE AROUND "OAKS Tom' � , 75 ` 99.3 99.2 1 6'MAPLE N ff1 9 rJQ'J$ 99_/ SEP T l C SYS TEM CIES l GN 38.4 - 5 BAS S R l VER ROAD MAP 70. PARCEL 102 s SOUTH YARMOUTH MA y a LEGEND PREPARED FOR: e LOCUS W 1 Lf... l AM SMI TH CB CONCRETE. BOUND ---W WATER L I NE 3 1 2014 O HYDRANT S CA L E: / 20- -JULY G GAS LANE � /� OHW_ OVER HEAD WIRES STEPHEN /`"'1 HAAS � A S ZS -# LIGHT POST ENG I NEER I N G, INC R --E- UNDERGROUND ELECTRIC LINE 923 Route 6A -T- UNDERGROUND TELEPHONE L INE zo�_ CTV- "UNDERGROUND CABLEVISION LINE-���.1 I\�Yca rmou t hpo r t MA . 02675 -i / I /1,/�� SOS 362-8132 a x-40.4 SPOT ELEVATION (SOS) �^, i _.,__.--40- EXISTING `CONTOUR L O I. V S t Vl A 1 0 10 20 40 40 PROPOSED CONTOUR JOB NO: 14-037