The URL can be used to link to this page

Home My WebLink About83-1795 - Site Plani 21.9 18.9 16.9 13.7 Aa 46' 54' THE FENCED WORK LIMIT SHALL CONSIST OF A CONTINUOUS. DESIGN CRITERIA: 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR _ BM. Ce/DH FND za 9 EL - 21.06 WITNESSED BY: a7 I I 16.0 STAKED: DUG -1N FABRIC SILT FENCE. THE FENCE SHALL N 6 i. F20. l N to--� t� p - EL -20.5 2 .PEASTONE 20 5 CLEANOUT BEDROOM EOUALS 330 G.P.D. _ 15.6 REMAIN IN PLACE UNTIL THE DISTURBED G ROUND 1S _ R .> INVERT IN LEACH FIELD. . SEE DfTAK 40 MIL POLY NO GARBAGE GRINDER:. ..COMPLETELY. -.... ,. , .` .. SEPTIC 'PUMP CHAMBER.AND D -BOX SHALL BE STABILIZED 0.aaaae O a 0.a o a • VAPOR BARRIER ,TANK. REINFORCED PRECAST CONCRETE. WATERTIGHT AND . LOOI(OUf Rd. 19.6 OIAV PIP, 9'7 PROPOSED 20. fC-18.5 2000 - 330 G.P.D. X 66 GAL. N 2r.r .'':;� F THIN /4'OAXS i '� \ ' WALL -20.5 ALL TOP •20:5 MIN SEPTIC TANK PRROVOVIDED: 1 IISOO GAL. MIN. I5.6. 3"MANJFOLD LEACH FIELD ' 2. NO CONSTRUCTION RELATED ACTIVITY SHALL OCCUR ON THE 16.9 Wln '._, 19.6` 3/4 - 1 1/2 DIA. " BEFORE CONSTRUCTION CALL 'DIG -SAFE', ) `�'.'.; :_: h`✓/ \ �N`x 7a.a ' WETLAND SIDE OF THE WORK `LIMIT EXCEPT AS NOTED:- PEE, ,. J6:0 • FItrER I -888 -DIG -SAFE AND THE LOCAL WATER DEPT. DOUBLE WASHED STONE 330 GPD / 0.60 GPD/SF - 550 S.F. REOUIRED NOT TO FOR LOCATION OF UNDERGROUND UTILITIES. PROVIDED: 21'x 30' LEACH FIELD, MODIFIED AREA - 560 S.F. x 0.64 - 336 G.P.D. �g SCALE 3. ROOF DRAINS"SHALL-BE DIRECTED TO. -SUITABLY SIZED SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER .TWO DAYS PRIOR TO CONSTRUCTION ° ca - I .: 6 A 1500 GAC H-20 H-20 PUMP CHAMBER ctEANour - DRYWELLS FOR STORMWATER RUNOFF'CONTROL.: z -4s• SEPTIC TANK WATERTIGHT AND OR SNfE pn ACCESS 80X TO 6 "L:000S - MAP :. 4. - ...., INITIAL SOIL STABILIZATION WITHIN THE WORK,LIMIT SHALL, BE ACCOMPLISHED BY APPLICATION OF MULCH AND/OR WATERTIGHT AND FACTORY, WATERPROOFED FACTORY WATERPROOFED 6 CRUSHED STONE OR 6 a' s• --DRIVEWAYNSH DE 1N DRIVEWAY �'j�. j I J LOAM AND SEED WEATHER PERMITTING. COMPACTED BASE 90• r/� VENT HOLE 0e .. -. .... GENERAL NO TES' 5. ACCESS FOR DEMOLITION AND CONSTRUCTION SHALL BE VIA PROF L E : NOT TO SCALE TEE !' LATERAL I 1/2' DIA. //f PERFORATION IN CROWN OF PIPE -I b- MANIFOLD STONE THE STREET SIDE OF THE PROPERTY WITH LIMITED ACCESS • °. 'THIS PLAN IS FOR,THE'DESIGN'AND CONSTRUCTION _AS SHOWN AROUND THE PROPOSED DWELLING SITE., 4' IN 6' MIN -e• scHED 4o rvc 1 OF THE SEWAGE'61SPOSAL SYSTEM ONLY. vaxlEs VARIES ALF PIPE UMBRELLA MIN ' - 6. ALL, DEBRIS SHALL BE LADED FROM THE SITE AS 17 IS TOP -20.5 2. = VERTICAL DATUM, IS NGVD. FOR BENCH MARKS _PLAN. PRODUCED AND TRANSPORTED TO A SUITABLE SOLID WASTE ______ C----- ---- ---- ---2-PEasTQAE--T- rNv - 20. / SET. ,SFE SITE HANDLING FACILITY. I ........ .. ......... .. ...... !. V.3.......(......... , I' LATERAL 9- LAYER OF J/4 --I 1/2 DIA. L. DOUBLE WASHED STONE 3. ,,.ALL CONSTRUCTION METHODS AND MATERIALS AND 7, FOR DETAILED SITE RESTORATIVE LANDSCAPING. PLEASE _ BOTTOM -l9. 6 - - - - - - - - - - - - - - MAINTENANCE OF THE SEPTIC SYSTEM SHALL SEE ADDITIONAL SITE LANDSCAPING PLANS, CONFORM TO MASS, D.E.P.. TITLE 5 AND LOCAL G BOARD OF.HEALTH REGULATIONS. 8. REFER T6 AMY ORDER OF CONDITIONS ISSUED FOR THE - PERFORMED WORK ACTIVITY BY THE YARMOUTH CONSERVATION 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER COMMISSION, AREAS,SUBJECT TO YEHICULAR TRAFFIC OR GREATER L0'7 TEST HOLE 1 THAN 3 - I N DEPTH .SHALL BE CAPABLE OF' WI TH _ STANDING H-20 WHEEL'LOAD$, ; DEPTH fmd»s) ELEV.(feet) 21.9 18.9 16.9 13.7 Aa 46' 54' 0 DESIGN CRITERIA: 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR _ BM. Ce/DH FND za 9 EL - 21.06 WITNESSED BY: INVERT IN SEPTIC TANK: 16.0 • APPROVED EOUAL, N 6 i. F20. l N to--� t� p 15.75 BEDROOM EOUALS 330 G.P.D. INVERT IN PUMP CHAMBER: 15.6 INVERT IN LEACH FIELD. . Ol1TER�► NO GARBAGE GRINDER:. " 6. .` .. SEPTIC 'PUMP CHAMBER.AND D -BOX SHALL BE LEACH FIELD g Liyi?oj ,TANK. REINFORCED PRECAST CONCRETE. WATERTIGHT AND 36 19.6 WATERPROOF. D -BOX SHALL BE WATER TESTED TO 9'7 PROPOSED 60" 2000 - 330 G.P.D. X 66 GAL. CHECK. FOR LEVEL WHEN`THERE IS MORE THAN ONE _. - 2r.r .'':;� F THIN /4'OAXS i '� \ ' WALL -20.5 ALL TOP •20:5 MIN SEPTIC TANK PRROVOVIDED: 1 IISOO GAL. MIN. OUTLET. ..... - : - :.:i � e:'.r..::'' W140 MIL POLY _ 1 / VAPOR. BARRIER �.?: .. /u�O -�� {{:J: �•p 7. ': BEFORE CONSTRUCTION CALL 'DIG -SAFE', ) `�'.'.; :_: h`✓/ \ �N`x 7a.a ' EFFLUENT LOADING RATE - 0.60 GPD/SF I -888 -DIG -SAFE AND THE LOCAL WATER DEPT. �M. •�' �o. o 330 GPD / 0.60 GPD/SF - 550 S.F. REOUIRED FOR LOCATION OF UNDERGROUND UTILITIES. PROVIDED: 21'x 30' LEACH FIELD, MODIFIED AREA - 560 S.F. x 0.64 - 336 G.P.D. �g 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER .TWO DAYS PRIOR TO CONSTRUCTION SOIL A£M VAI.? - ,LO ° nG) TH02 +� •' 9<Q""^ -- .\ ♦\ ca - 21.9 18.9 16.9 13.7 Aa TEST HOLE 2 TEST HOLE 3 DEPTH (inches) IA 144' A layer IOyr 3/3 sandy low BI er p 5/8 syandy loam C layer IOyr 6/3 shy clay loan Perched water ELEVAfeet) zi 181 DEPTH (inches) 0 IS' 24' 46' 54' .INVERT EL E VA T I ONS : DESIGN CRITERIA: INVERT AT BUILDING: 16.9 DESIGN FLOW: WITNESSED BY: INVERT IN SEPTIC TANK: 16.0 3 BEDROOMS AT 110 G.P.D. PER 4'-00wInch (B G C layers-TH 4) INVERT OUT SEPTIC TANK: 15.75 BEDROOM EOUALS 330 G.P.D. INVERT IN PUMP CHAMBER: 15.6 INVERT IN LEACH FIELD. . 20.1 NO GARBAGE GRINDER:. INVERT END LEACH FIELD: 20.1 SEPTIC TANK ED BOTTOM LEACH FIELD: 19.6 2000 - 330 G.P.D. X 66 GAL. OBSERVED MOTTLES. TN 4: I5.6 SEPTIC TANK PRROVOVIDED: 1 IISOO GAL. MIN. SOIL ABSORPTION SYSTEM REOUIRED: DESIGN PERC RATE ( 5 MIN/INCH SOIL TEXTURAL CLASS - 11 EFFLUENT LOADING RATE - 0.60 GPD/SF 330 GPD / 0.60 GPD/SF - 550 S.F. REOUIRED PROVIDED: 21'x 30' LEACH FIELD, MODIFIED AREA - 560 S.F. x 0.64 - 336 G.P.D. TEST HOLE 2 TEST HOLE 3 DEPTH (inches) IA 144' A layer IOyr 3/3 sandy low BI er p 5/8 syandy loam C layer IOyr 6/3 shy clay loan Perched water ELEVAfeet) zi 181 DEPTH (inches) 0 IS' 24' ELEV.(feet) DEPTH Creches) ELEV.(feet) I Fill A layer 4 E loamIOyr 3/ B layer Or 5/6 sandy Com ................Montes-_._...... shy day loam C layer IOyr 6/1 H1 O 10' 19* 26' u - 1 15.4 44 38- J 14.7 54' 56 60' G 7 hn• Fil A layer K 3/2 stud (Dom B layer 10yr 5/8 study loam CI layer 2.5y 6/6 bony med. sand Mottles -„ Perched water-._-.:. C2 layer 2Sy 5/3 salt loan 46' 54' 13.7 nl ¢n• ELEV.(feet) DEPTH Creches) ELEV.(feet) I Fill A layer 4 E loamIOyr 3/ B layer Or 5/6 sandy Com ................Montes-_._...... shy day loam C layer IOyr 6/1 H1 O 10' 19* 26' u - 1 15.4 44 38- J 14.7 54' 56 60' G 7 hn• Fil A layer K 3/2 stud (Dom B layer 10yr 5/8 study loam CI layer 2.5y 6/6 bony med. sand Mottles -„ Perched water-._-.:. C2 layer 2Sy 5/3 salt loan GEOLOGIC MAP0986): Cape Cod Bay lace deposits - TEST HOLE 5 DEPTH Cinches) ELEV.(feet) 0 _ 14' 42' A layer IOyr 2/2 loany IOsyarnd B layer sa d amy 0 layer 10yr 6/I silt loam friable _-- reePin9 water . C2 layer yley 14/n blue clay S / TE PL,A/V O L AIV 66 L OOKOU7- -ROAD. MAP / -4 / . PARCEL 52 YA RMS U r/_. O R T , M,4 ,. PREPARE -L7 FOR A L_ MA `JA IVE- R O DR G CJE Z SCAL E : / 20 JUNE 4. 2007 EAGLE SURVEYING,, INC -, 923 Rout® 6A Yarmouthnpor't , MA. 02675 (508) 362-8132 508 432-5333 ,QE✓lSE4 SdNEY ?1: Zapi JOB NO: 07-031 FIELD:CFW/EEK CALC: SAH%CFW CHECK: CFW DRN: SAH TEST HOLE DATE: June 19. 2002 PERFORMED BY: Ron Cadfldc. Sol Evaluator WITNESSED BY: BruceMuphy RS, CHO PERC RATE: 4'-00wInch (B G C layers-TH 4) Class I sol SOIL SURVEY(093): C&ver coarse sand GEOLOGIC MAP0986): Cape Cod Bay lace deposits - TEST HOLE 5 DEPTH Cinches) ELEV.(feet) 0 _ 14' 42' A layer IOyr 2/2 loany IOsyarnd B layer sa d amy 0 layer 10yr 6/I silt loam friable _-- reePin9 water . C2 layer yley 14/n blue clay S / TE PL,A/V O L AIV 66 L OOKOU7- -ROAD. MAP / -4 / . PARCEL 52 YA RMS U r/_. O R T , M,4 ,. PREPARE -L7 FOR A L_ MA `JA IVE- R O DR G CJE Z SCAL E : / 20 JUNE 4. 2007 EAGLE SURVEYING,, INC -, 923 Rout® 6A Yarmouthnpor't , MA. 02675 (508) 362-8132 508 432-5333 ,QE✓lSE4 SdNEY ?1: Zapi JOB NO: 07-031 FIELD:CFW/EEK CALC: SAH%CFW CHECK: CFW DRN: SAH