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Home My WebLink AboutDOA - 10 Railroad Ave - Site Plan002ACCESS COVERS MUST BE WI 6' OF FINISH GRADE \FIRST 2' TO BE LEVEL? 9" MINIMUM. 3- MAXIMUM COVER MIN 2' OF PEASTONE OR FILTER FABRIC 314' - 1. 112' DIA. DOUBLE WASHED STONE +� F 1� �jf � 99.4 ill V ffl Iro:Ply/.w -- BAFFLE 3 OUTLET 3-500 GAL LEACHING CHAMBERS D -BOX WI4' STONE AROUND. 12.8'■ x 33.5'1 x 2'd 1500 GAL H-20 SEPTIC TANK H-20 6' CRUSHED STONE OR COMPACTED BASE PROFILE : Nor 7-0 SCALE i CBVDH FND VARIANCES REQUIRED: TOWN OF YARMOUTH SUBSURFACE SEWAGE DISPOSAL REGULATIONS REGULATION 3.7: LOCATION OF DISPOSAL FACILITIES 100' 15 REQUIRED BETWEEN THE SAS AND A WETLAND. 94" IS PROVIDED TO THE PRIMARY SAS. A 6' VARIANCE IS REQUESTED. 83' IS PROVIDED TO THE RESERVE AREA. A 17' VARIANCE IS REQUESTED. pr i + 102. 6 r1 e7 � / ,a nur 36"MAPLE 4R0'. / - - - - • - - _ _ _ _ _ _ .S 86_02-' DESIGN CRITERIA: INVERT AT BUILDING: . 100.7 DESIGN FLOW: 145.60' TANK., -- 3 BEDROOMS AT //0 G.P.O. PER INVERT OUT SEPTI TANK: 100.25 BEDROOM EQUALS 330 G.P.D. INVERT IN DIST. OX: / P-071 102.3 �p `.+102.2 NO GARBAGE GRINDER INVERT IN LEACH CHAMBER. SOIL 99.4 INDICATES INDICATES SEPTIC TANK REQUIRED: BOTTOM OF LEACH AMBER: 02 330 G.P.D. X 20OX - 660 GAL. ADJUSTED GROUNDWATER- EXISTING BUILDING NIA SEPTIC TANK PROVIDED: 1500 GAL. MIN. ' \\\ LIPROPOSED THREE /r _ "... O L ' SOIL REMOVAL , TEXTURE S W BEDROOM DWELLING - 5 .f SEE NOTE !O. a3: 84.5 SOIL ABSORPTION SYSTEM REQUIRED: Q y N :;� L D T AREA N LOAM 2/2 5_ __________ _____ 9.108- S.F. o ___-_ _ _ _ __ _ __ __ +102 3 100.6 A SANDY D -BO \ \ (�p fTPs7 / \ `• GRAVEL DRIVEWAY \ Q \\ i' 500'GALIAON \ SEPTAL TANK , n I 3-500 GALLON .o LEACHING CANB STONE W/4 +100 8 nl s4 iii•••LLL\\\ / /58.14 2NAPLE// ---- -- \ l 1 + 1W.4 CONSERVATION NO TES : I. THE WORK LIMIT SHOWN SHALL BE FITTED WITH A SILT FENCE AS REQUIRED BY THE CONSERVATION COMMISSION, THE FENCED WORK LIMIT SHALL CONSIST OF A CONTINUOUS_ STAKED. DUG -IN FABRIC SILT FENCE, THE FENCE SHALL REMAIN IN PLACE UNTIL THE DISTURBED GROUND IS STABILIZED COMPLETELY, PROVIDE ALTERNATE SILT FENCE SUCH AS STAKED STRAWBALES IF NEEDED AS DIRECTED BY THE CONSERVATION COMMISSION. 2. NO CONSTRUCTION RELATED ACTIVITY SHALL OCCUR ON THE WETLAND SIDE OF THE WORK LIMIT. 3. INITIAL SOIL STABILIZATION WITHIN THE WORK LIMIT SHALL BE ACCOMPLISHED BY APPLICATION OF MULCH ANDIOR LOAM AND SEED WEATHER PERMITTING. O� U STK/TCKj-ND / ------- CONSERVATION / L ECEND ® CB CONCRETE BOUND -W- INVERT ELEVA 9 TI ONS: DESIGN CRITERIA: INVERT AT BUILDING: OHW- 100.7 DESIGN FLOW: INVERT IN SEPTIC TANK., 100.5 3 BEDROOMS AT //0 G.P.O. PER INVERT OUT SEPTI TANK: 100.25 BEDROOM EQUALS 330 G.P.D. INVERT IN DIST. OX: 99.77 P-071 INVERT OUT DIST. BOX: 99.6 NO GARBAGE GRINDER INVERT IN LEACH CHAMBER. SOIL 99.4 INDICATES INDICATES SEPTIC TANK REQUIRED: BOTTOM OF LEACH AMBER: 97.4 330 G.P.D. X 20OX - 660 GAL. ADJUSTED GROUNDWATER- NIA SEPTIC TANK PROVIDED: 1500 GAL. MIN. TEST GROUNDWATER TP sl OBSERVED GROUND WIIATER: NIA TEXTURE COLOR 101.8 0' IR)RIZON TEXTURE COLOR FILL BOTTOM OF TEST HOLE a3: 84.5 SOIL ABSORPTION SYSTEM REQUIRED: O� U STK/TCKj-ND / ------- CONSERVATION / L ECEND ® CB CONCRETE BOUND -W- WA TER LINE 9 HYDRANT -G- GAS LINE OHW- OVER HEAD WIRE,' # L16HT POST --E- UNDERGROUND ELI -T- UNDERGROUND TEI - CTV- UNDERGROUND CAr -1-40.4 SPOT ELEVATION ........ 40--_ EXISTING CONTO� P-071 PROPOSED CONTOi GENERAL NOTES: 1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM ONLY. 2. VERTICAL DATUM IS ASSUMED, FOR BENCH MARKS SET. SEE SITE PLAN. J. ALL CONSTRUCTION METHODS AND MATERIALS AND MAINTENANCE OF THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR APPROVED EQUAL. 6. SEPTIC TANK AND D -80X SHALL BE REINFORCED PRECAST CONCRETE OR APPROVED POLYETHYLENE. BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE OUTLET. 7. BEFORE CONSTRUCTION CALL -DIG-SAFE'. 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE CONSTRUCTION INSPECTIONS. 9. EXISTING CESSPOOL TO BE PUMPED DRY. REMOVED AND BACKFILLED WITH SAND. l0. ALL UNSUITABLE MATERIAL (A Q 8 HORIZONS. Cl) ENCOUNTERED BELOW THE INVERT OF THE LEACHING FACILITY TO BE REMOVED FOR A DISTANCE OF 5' AROUND AND REPLACED WITH SAND IN ACCORDANCE WITH TITLE 5. 1l. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED RESTRICTIONS OR ZONING REGULATIONS, IT SHALL REMAIN THE CLIENTS RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL PERMITS. VARIANCES ETC. FOR THIS PROJECT. S / TE PLAN OF LAND !0 RAILROAD AVENUE. MAP 112- PARCEL 34 YARMOUTHPOR T . MA. PREPARED FOR: TODD PERRY 9 MOODY ROAD. HARW I CHPOR7- . MA 02546 SCALE: 1 20 DECEMBER 9 2013 STEPHEN A. HAAS rRIC LINE ENGINEERING, I NC PHONE LINE -� 923 Route 6A �VISIONLINE /�j/�0�j'1111� J \ YarmouthP�508)M362086132 JOB NO: 13-091 DESIGN PERC RATE ( 15 MINIINCH SOIL TEXTURAL CLASS - 11 EFFLUENT LOADING RATE - 0.56 GPDISF 330 GPD / 0.56 GPDISF - 590 S.F. REQUIRED PROVIDED: 3-500 GAL LEACHING CHAMBERS W/4' STONE AROUND. A-614 S.F. 614 S.F. X 0.56 - 343 G.P.D. SOIL TEST PIT DA TA INDICATES INDICATES PERCOLATION = OBSERVED TEST GROUNDWATER TP sl TP .2 0. HORIZON TEXTURE COLOR 101.8 0' IR)RIZON TEXTURE COLOR FILL A SANDY IOYR LOAM 2/2 5_ __________ _____ 101.4 15' ___-_ _ _ _ __ _ __ __ 100.6 A SANDY IOYR SANDY IOYR B LOAM 2/2 LOAN 4/6 (B------------------ 100.3 32 _ _ _ _ - - _ _ _ _ _ _ _ _ _ 99.1 B SANDY R C l SANDY R LOAM 4/6 LOAM AND 514 30' - - - - - - - - - - - - - -- 99.3 STONES C / SANDY IOYR FIRM 1N LOAM AND 5/4 PLACE STONES FIRM IN PLACE (2 NO WATER 91.8 !32' NO WATER 90.8 DATE: SEPTEMBER 19. 2013 TP •3 TP .4 p• NOR IZON TEXTURE COLOR /Ol.S O' HORIZON TEXTURE COLOR - 107.5 A SANDY 10YR SANDY IOYR A LOAM 2/2 LOAM 2/2 15' - - - - - - -- - -- -- - - 100.3 15' -- _ _----_--_-- - 100.3 B SANDY IOYR B SANDY IOYR LOAM 4/6LOAM 4/6 36' - - - - - - - - - - - - - - - 98.5 36' _ - - - - _ - 98.5 C 1 SANDY LOAM IOYR C I SANDY LOAM IOYR AND STONES 5/4 AND STONES 5/4 FIRM IN PLACE 93.5 FIRM IN PLACE_ 95.0 - • ' -96' - - ' 78' ' - ' SOUTH " � SOUTH OR TH . - ' ORTII _ - ' 132 90.65,2 96 93 SANDY LOAM LOOMS IOYR C2 AND COBBLES 5/4 AND COBBLES 514 LOOSE 106' LOOSE 204. NO WATER 84.5 144' NO WATER 89.5 FND DATE- NOVEMBER 12. 2013 TEST BY: STEPHEN HAAS WITNESSED BY: AMY VOAfiOA _ PERC RATE: ( 15 MIN/INCH _ I GENERAL NOTES: 1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM ONLY. 2. VERTICAL DATUM IS ASSUMED, FOR BENCH MARKS SET. SEE SITE PLAN. J. ALL CONSTRUCTION METHODS AND MATERIALS AND MAINTENANCE OF THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR APPROVED EQUAL. 6. SEPTIC TANK AND D -80X SHALL BE REINFORCED PRECAST CONCRETE OR APPROVED POLYETHYLENE. BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE OUTLET. 7. BEFORE CONSTRUCTION CALL -DIG-SAFE'. 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE CONSTRUCTION INSPECTIONS. 9. EXISTING CESSPOOL TO BE PUMPED DRY. REMOVED AND BACKFILLED WITH SAND. l0. ALL UNSUITABLE MATERIAL (A Q 8 HORIZONS. Cl) ENCOUNTERED BELOW THE INVERT OF THE LEACHING FACILITY TO BE REMOVED FOR A DISTANCE OF 5' AROUND AND REPLACED WITH SAND IN ACCORDANCE WITH TITLE 5. 1l. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED RESTRICTIONS OR ZONING REGULATIONS, IT SHALL REMAIN THE CLIENTS RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL PERMITS. VARIANCES ETC. FOR THIS PROJECT. S / TE PLAN OF LAND !0 RAILROAD AVENUE. MAP 112- PARCEL 34 YARMOUTHPOR T . MA. PREPARED FOR: TODD PERRY 9 MOODY ROAD. HARW I CHPOR7- . MA 02546 SCALE: 1 20 DECEMBER 9 2013 STEPHEN A. HAAS rRIC LINE ENGINEERING, I NC PHONE LINE -� 923 Route 6A �VISIONLINE /�j/�0�j'1111� J \ YarmouthP�508)M362086132 JOB NO: 13-091