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HomeMy WebLinkAboutEngineered Plan - 2014:ACCESS COVERS MUST BE WITH9" MINIMUM. OF F GRADE INVERT ELEVATIONS: DESIGN CRITERIA: GENERAL NO TES : 3* MAXIMUM COVER INVERT AT BUILDING: 99.23 DESIGN FLOW: 10/.73 FIRST 2' TO BE LEVEL MIN 2" OF PEASTONE 'INVERT IN SEPTIC TANK: "98.25 3 BEDROOMS AT 1/0 G.P.D. PER I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION IN IN I OR F I L TER FABRIC INVERT OUT SEPTIC TANK: 98__0 BEDROOM EQUALS 330 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM ONLY. 4-0/AMPIPE INVERT IN DIST. BOX: 97.87 3/4" 1 1/2' DIA. o e S STONE INVERT OUT DIST. BOX: 97.7 NO GARBAGE GRINDER 2. VERTICAL DATUM IS ASSUMED, FOR BENCH MARKS ' 99.23 98. 0 97.7 2 %0 DOUBLE WASHED T NE ' SET. SEE S l TE PLAN. 98.25 GAS �1 97.87 a 97.3 °� 95.3 INVERT IN LEACH CHAMBER: 97.3 sAFFtE SEPTIC TANK REQUI RED: 3 OUTLET 2-500 GAL LEACHING CHAMBERS BOTTOM OF LEACH CHAMBER: 95.3 G.P.D. X 200%EQUI - 660 GAL. J. ALL CONSTRUCTION METHODS AND MATERIALS AND D -80X W/4 STONE AROUND. 12.8 ' w x 25'1 x 2 ' d ADJUSTED GROUND WATER: N/A 330 SEPTIC TANK PROVIDED: 1500 GAL. MIN. MAINTENANCE OF THE SEPTIC SYSTEM SHALL 1500 GAL H-20 OBSERVED GROUND WATER N/A CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL SEP T l C- TANK 6' CRUSHED STONE OR BO T TOM OF TEST HOLE 89.4 SOIL ABSORPTION SYSTEM REQUIRED: BOARD OF HEALTH REGULATIONS. COMPACTED BASE ' 'DESIGN PERC RATE l 5 MIN/INCH �j p SOIL TEXTURAL CLASS - I 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER r R D(c L NOT TO SCALE EFFLUENT LOAD l NG RATE 0.74 GPD/SF AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER 1 V 330 GPD 10- 74 GPDISF - 446 S.F. REQUIRED THAN 3' IN DEPTH SHALL BE 'CAPABLE OF WI TH-- STANDING H-20 WHEEL LOADS. CB1OH FND PROVIDED: 2-500 GAL LEACHING CHAMBERS 0 • 61 W/4' STONE AROUND. A-47/ S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR 1. 50 �. 471 S.F. x 0.74 348 G.P.D. APPROVED EQUAL �3A9 6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED SOIL TEST PIT DATA® PRECAST CONCRETE OR APPROVED POLYETHYLENE. LOT 7 INDICATES INDICATES BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER v 18.486f S.F. PERCOLATION OBSERVED TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE w �\ TEST = GROUNDWATER OUTLET. W I °TP 4I 20`PiNE \\ 7. BEFORE CONSTRUCTION CALL 'DIG -SAFE". hI \ 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. \ ORIZON TEXTURE COLOR i 0" 99.4 A LOAMY I O YR FOR LO CAT I ON OF UNDERGROUND UT 1 L I T l ES . \ 0-0 �; SAND 3/2 8. EXISTING .CESSPOOLS TO BE LOCATED. PUMPED DRY. \ :6" -------=------------` 98.9 \ REMOVED IN THE AREA OF THE NEW SYSTEM AND R +99.3 , B LOAMY IOYR BACKFILLED WITH SAND. RV PORT. 1 SAND 5/8 ° ROOF ON \ 2 CO POST 24 --------`- --- - 97.4 \ y ptt I MED I UM IOYR j2 s �, gpiH oLof C l SAND 6/6 LEGEND TPmJ. 6 -APPLE TREE 1 98:7 mZn LEGEND ! Q \, sEflR©oM CB CONCRETE BOUND 99.5 48" 2-500 GALLON cA -W WATER LINE - , LEACNIaG crlAwra S N HYDRANT :.. 1 cp W14 STONE AROUND` o -G GAS LINE \ HW HEA 1500 GALLON \ No \ SECOND FLOOR PLAN - # LIGHT POST C8/DH FND 1S£PFl2 TANK \ 8M CORNER CONCRETE 120. NO WATER 89.4 --E- UNDERGROUND ELECTRIC LINE D-80X� EL .55 99,6 - :. T UNDERGROUND TELEPHONE LINE \ \ DATE: JULY J. 2014 - CTV UNDERGROUND CABLEVISION LINE TEST BY: STEPHEN HAAS -i- 40.4 SPOT ELEVATION v DEC'\ \ W/ = G \ \ WITNESSED BY: AMY VONHONE .....-40 ------- EXISTING CONTOUR LOCUS \ \ ioo.� G �pRAGE PERC RATE: l 2` MINI/NCH', 40 PROPOSED CONTOUR NG \\ \\ KiTCNEN \ i 4bgA \ \ CN \ \ «�b ®� oµ POR ' "• ski k.4 J,.. (g OW R B � \ .." r � JOHN RA , r G \ \ W IN \ \ � v �tzi,3Ci1'�� �.j� „ �� i \ \ DEMAREST, JR. N �, O 00 \ \ oM \ \ \ \ o No. 36859 o eT� i URV ••f"7 Gly 2ea7�f LOCUS MAP \ �G- o�� \ SEPT l C SYSTEM IBES l ON \,��� i �� r�i \ 249 LOIVC POND OR VE . MAP 50. PARCEL` 92 Q� 1 t E1D IDR \ IQA ,�OCJTI-i.4RMOUTH IVDA 0 • s. PREPARED FOR .4p" ` GUY WIRE I I I ® Q t / O D A Q Y - 92•% t �: UP ��� L' SCAL_ l 20 AUGUST 22. 2014 Cq .�� STERHEN A HAAS ENGINEERING, I N C 923 Route" 6A Y 4 rmou t hpo r t MA _ 02675 1/p1� ( 508) 362-81a2 0 10 20 40 - JOB N0: 14-038