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HomeMy WebLinkAbout2 Georgetown Landing - Site Plan 2ACCESS COVERS MUST BE WITHIN 9' MINIMUM. 6. OF FINISH GRADE INVERT EL E VA T l ONS DESIGN CRITERIA: GENERAL NOTES 102.6 FIRST 2' TO 3' MAXIMUM COVER INVERT AT BUILDING: 100.6 DESIGN FLOW: ` BE LEVEL MIN 2' OF PEASTONE INVERT 1N SEPTIC, TANK., 100.2 3 BEDROOMS AT 110 G.P.D. PER 1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION INVERT OUT SEPTIC TANK. 99.95 BEDROOM EOUALS 330 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING 01 uM P 3/4- - ( 1/2- DIA. INVERT IN DIST. BOX: 99-87 PURPOSES ONLY. 6 9 2, �, INVERT OUT DIST. BOX: 99-7 NO GARBAGE GRINDER 'zz100.6 DOUBLE WASHED STONE 2. VERTICAL DATUM IS ASSUMED. FOR 'BENCH MARKS eA$ r 97.6 INVERT !N LEACH CHAMBER: 99.6 100.2 BAFFLE 9 7 SEPTIC TANK REOUIRED: SET: SEE SITE PLAN. 3 OUTLET 2-500 GAL LEACHING CHAMBERS BOTTOM OF LEACH CHAMBER: 97.6 330 G,P.D. X 200X - 660 GAL. D BOX W/4' STONE AROUND. 12.8'r x 25'1 x 2'd ADJUSTED GROUND WATER: N/A SEPTIC TANK PROVIDED: /500 GAL. MIN: 3. ALL CONSTRUCTION METHODS AND MATER/ALS AND 1500 GAC OBSERVED GROUND WATER. N/A MAINTENANCE OF THE SEPTIC SYSTEM SHALL - SEP-TIC TANK 6- CRUSHED STONE OR BOTTOM OF TEST HOLE 92.6 SOIL ABSORPTION SYSTEM REOUIRED: CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL COMPACTED BASE p DESIGN PERC RATE ( 5 MIN/INCH BOARD OF HEALTH REGULATIONS. PIi O(�(- I L E : NOT TO SCALE SOIL TEXTURAL CLASS- 1 EFFLUENT LOADING RATE - 0.74 GPD/SF 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER 330 GPD / 0.74 GPD/SF 446 S.F. REOUIRED AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- PROVIDED: 2-500 GAL LEACHING CHAMBERS STANDING H-20 WHEEL LOADS. W/4' STONE AROUND, A-471 S.F. ++'y 471 S.F. x 0.74 - 348 G.P.D. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR T APPROVED EOUAL. NSOIL TEST PI T DATA s 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED 1PRECAST CONCRETE AND WATERTIGHT. D-BOX SHALL ur Lw INDICATES_$Z_ INDICA TES PERCOLATION = OBSERVED BE WATER TESTED FOR LEVEL WHEN THERE IS MORE \ TEST - GROUNDWATER THAN ONE OUTLET. N TP +l 7. BEFORE CONSTRUCTION CALL -DIG-SAFE', 2 �S.cae 0. HORIZON TEXTURE COLOR 702.6 1-888-DlG-SAFE AND THE LOCAL WATER DEPT. 1 F FND O A LOAMY IOYR FOR LOCATION OF UNDERGROUND UTILITIES. 12- SAND 3/2 101.6 8. EXISTING CESSPOOL TO BE PUMPED DRY: REMOVED s, GRANITE POST ALONG WITH ALL CONTAMINATED SOIL AND BACKFILLED \\pPoLOAMY IOYR - roaic B SAND 5/6 WITH CLEAN SAND. m 1 24 - ......... ......... ............. 100.6 Cl MEDIUM IOYR 9. EXISTING INVERT AT THE DWELLING TO BE RELOCATED !/ SAND 6/4 TO THE LOCATION AND ELEVATION SHOWN. - t l Ao +ro+`p 6y0 0� 'P!'do o'9'pp'PO 'roo TPHqtp zp �0 10. EXISTING WATER SERVICE TO BE RELOCATED AS SHOWN °="g _Ay ti Poor : A�yc �O. y uP., zO• 50' !l NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED RESTRICTIONS OR ZONING r `off ID; �< (� 2-500 wuON REGULATIONS. IT SHALL REMAIN THE CLIENTS ` LEACHING CHAMBERS .fes m RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL `° co D-80 r/t' SrONEAROUND PERMITS. VARIANCES ETC. FOR THIS PROJECT. ! ! �� E• ys - �, NO WATER - I m t 120' 92. 6 12. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY TO HAVE THE PROPOSED BUILDING FOUNDATION DATE \ , JUNE 30. 2005 BM. CDR NERB1500 GALLON - TEST BY: STEPHEN HAAS SEPrrC TANK DESIGNED TO ACCOUNT FOR THE EXISTING GRADE EL-102.67 WITNESSED BY: AMY VONHONE AND SOIL CONDITIONS AT THE LOCATION OF THE LOT 7 `� o jQi ror.s PROPOSED BUILDING. Y PERC RATE: l 2 MIN/INCH `\ 11606 t S.F. \` LASH WORK MUST CO TO ALL TOWN BYLAWS AND E& TIONS !Pyr JUL 2 1 2006 YAf6N4OUTRWATfR DEPT DATE HEALTH DEPT. hry S1 TE PZ-AIV OF L A /VD 2 OE-ORGETOWN LAIVL> / IVO . MAP ;rO PA Ci 4E e / SOUTH YARMOUTH. "A { vI PREP,4RED FOR c 1 BRAD & 0ESB /'E CROSS BASS 41. LEGEND 41 COA01-1"ALA/VE WE-ST BARNS -ABLE. "A 02(568. a/ GOLF CLW J ©C8 CONCRETE BOUND eor, U op2� US r~ , . " -W WATER L INE S CA L E 0 SEP TE REVSED: APRIL 20. 2006 HYDRANT -G- GAS LINE --•%� ,EAGLE SURVEY 1 NG , I NC - OHW- OVER HEAD WIRES # LIGHT POST. 923 .Route 6A -E- UNDERGROUND ELECTRIC LINE =� Ya rrna u t Fh p o r t MA . : 02675 -T UNDERGROUND TELEPHONE LINE C 508 ) '..362-8132.. oC 508 432-5333 -CTV- UNDERGROUND CABLEV1SfON LINE /{,tJ C � \ \ I -f 40.4 SPOT ELEVATION x-40 EXISTING CONTOUR im PSS PROPOSED CONTOUR LOCUS MAP 0 : 10 20 40 JOB NO.'. 05-042 FIELD:CFW/KPK CALC: SAH/CFW CHECK: CFW DRN: SAH