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Home My WebLink About522 West Yarmouth Road - Subsurface Sewage Disposal SystemSOIL DATA TP -1 0" 96.8 LOAMY SAND 10YR4/4 8" 96.1 LOAMY SAND 1OYR5/6 29" MEDIUM SAND 10YR7/6 TP -2 0" 97.0 LOAMY SAND 10YR4/4 15 95.7 LOAMY SAND 1OYR5/6 32" MEDIUM SAND 10YR7/6 94.3 1201 186.8 120"1 187.0 NO WATER @ 120" NO WATER @ 120" PERC @ 64" PERC @ 64" RATE: 1" IN 2 MIN RATE: 1" IN 2 MIN DATE:OCTOBER 26, 1999 PERFORMED BY: SWEETSER ENGINEERING - WITNESSED BY: K.WELSH 30.5" J 18.5" .5" TOP VIEW 3, 5" DIA. INLETS CROSS SECTION VIEW DISTRIBUTION BOX 5"dia. outlet NOT TO SCALE 5, 5" DIA. OUTLETS taper V-4" PLAN VIEW CROSS SECTION VIEW SEPTIC TANK NOT TO SCALE r4" 3.5"dia. knockouts inlet T 4'-6" 1 3" EARTH BACKFILL \ \\ -- 0 0 ° 0°O D 0 0 ° 0 00 ° o ° �0 0 0 0 0 °�to- c o0 0 0 0 0 ° o Q o 0 0 0 0 0 v a o o� ' o o° Q o 0 0 0 o Q o V° ° o v v ° d a d v ° p v o d ° d v° v v o d v d v v d d v d v °O dO p va d av°dv v° d d d v vv v v v v v°vvd dv d o ov vv o v v v p v v p v v ° 4' 6' ( 6' 1 4' BENCHMARK:: TOP OF CONCRETE BOUND EL.=100.0 ASSUMED DWELLING TOP OF FOUNDATION ELEV.= 103.0 TYPICAL OF ALL TYPICAL FIELD CROSS SECTION NOT TO SCALE m O f RCD 8.ob' o I M AP //176 ',LOT 201 1�'� • i 2 ,504 S&T. J Ln z O / U1 Cr1 0/Ln W DRIVEWAY LtJ / Q m o O (r) / / / tp � CP / N o TEST PIT F-0-01 O p r O m o PROPOSED WATER SERVICE LINE ENGINEERING FIRM: m�1 ///��11 N Bed Rood SI g �( Inc New Bedford, MA 02745 OBSERVED GROUNDWATER OF TABLE ELEVATION o RESERVE AREA o'r M1CHpEL !� W W LSI O O DATE: 6-25-03 �Fesato �cR' WATER SERVICE of O -Jt II ACAD N0. FILE N0. f1- LLJ LL O m Y I a_N0V bi bi 36' 3 I I O I � i q r r 1500 GALLON I SEPTIC TANK N 1 WITH ACCESS COI ERS Oil CA r TO WITHIN 6' OF] CJ, -A r FINISHED GRADE r l r 1 / r / � r m 141.15' E 81.0-7 rn FINISH GRADE ELEV. = 101.2 = ..� 4" 3CH 40 PVC1 �, !6.65 96.45 5' 12" LAIN. EARTH BACKFILL 2' DEPTH OF 1/8" -1/2" WASHED PEASTONE 10' DEPTH OF 3/4" TO 1-I/2" DOUBLE WASHED CR;SHED STONE 25.2 I: o a' .I.: I / CA / LIMIT OF 5' / EXCAVATION / D -BOX / WITH ACCESS COVER / TO WITHIN 6" OF FINISHED GRADE ° PLOT PLAN 1 -20' 1500 GALLON REINFORCED CONCRETE SEPTIC TANK GAS BAFFLE 4" SCH 40 PVC 9587 DISTRIBUTION 96.20 BOX LEVEL STABLE BASE 4=SCH 40 PVC SYSTEM PROFILE / Ir ro rn In ---100---- � I I tp � CP O N O TEST PIT F-0-01 O p m 25.2 I: o a' .I.: I / CA / LIMIT OF 5' / EXCAVATION / D -BOX / WITH ACCESS COVER / TO WITHIN 6" OF FINISHED GRADE ° PLOT PLAN 1 -20' 1500 GALLON REINFORCED CONCRETE SEPTIC TANK GAS BAFFLE 4" SCH 40 PVC 9587 DISTRIBUTION 96.20 BOX LEVEL STABLE BASE 4=SCH 40 PVC SYSTEM PROFILE / Ir ro rn LOCUS MAP NOTE: 1.) THIS LOT IS TO BE SERVICED BY MUNICIPAL WATER. 2.) THE LOT IS LOCATED IN A R-40 ZONING DISTRICT. 3.) THIS LOT IS LOCATED IN A FIRM ZONE "C". 4.) PERCENT LOT COVERAGE: 10% 5.) (2) REQUIRED PARKING SPACES PROVIDED IN GARAGE. 6.) THIS LOT IS LOCATED IN A ZONE 2 7.) A NEGATIVE GRADE OF 3/4" PER FOOT FOR A MINIUM OF 15' SHALL BE MAINTAINED AWAY FROM THE FOUNDATION 8.) THE SITE CONTRACTOR SHALL NOTIFY DIG -SAFE AT LEAST 72 HOUR PRIOR TO THE START OF WORK FINISH GRADE EL.= 97.0 MIN. �S �S 5, END ED v ° 4" PERFORATED SCH 40 PVC 95.5 v o 3/4"-1 1/2" WASHED v STONE 95.0 SEE NOTE #10 ELEV=94.0 LIMIT OF EXCAVA SEASONAL HIGH GROUNDWATER ELEV.= 87.0 DESIGN DATA DESIGN PERC RATE: 1" IN 5 MIN DESIGN FLOW: 2 BEDROOMS X 110 GPD/BDM = 220 GPD REQUIRED SYSTEM DESIGN: USE 23' X 20' LEACHING BED BOTTOM: 23' LONG X 20' WIDE X 0.74 G/SF = 340 GPD PROVIDED GENERAL NOTES 1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY FOR INSPECTION, THE CONTRACTOR SHALL NOTIFY THE YARMOUTH BOARD OF HEALTH. 2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 3) ALL ELEVATIONS ARE BASED ON ASSUMED ELEVATION DATUM. 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO .OPERATE OVER THE LIMITS OF THE OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION OF THE 5) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH. 5) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL REGULATIONS. 7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY A. ROTONDO & SONS OR APPROVED EQUAL. :) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WA 1ERTIGHT SEAL. J) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WI?H NEOPRENE GASKETS OR ASPHALT CEMENT. 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH CLEAN SAND PER TITLE V REGULATIONS `1) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. BOARD OF HEALTH STAMPS BOARD OF HEALTH STAMPS STAMP 7, LEGEND ---100---- EXISTING CONTOUR U � '.y PROPOSED CONTOUR 100+1 SPOT ELEVATION / PIPE INVERT ELEVATION ® TEST PIT F-0-01 O SEPTIC TANK DISTRIBUTION BOX W PROPOSED WATER SERVICE LINE ENGINEERING FIRM: m�1 ///��11 N Bed Rood SI g �( Inc New Bedford, MA 02745 OBSERVED GROUNDWATER OF TABLE ELEVATION QS RESERVE AREA LOCUS MAP NOTE: 1.) THIS LOT IS TO BE SERVICED BY MUNICIPAL WATER. 2.) THE LOT IS LOCATED IN A R-40 ZONING DISTRICT. 3.) THIS LOT IS LOCATED IN A FIRM ZONE "C". 4.) PERCENT LOT COVERAGE: 10% 5.) (2) REQUIRED PARKING SPACES PROVIDED IN GARAGE. 6.) THIS LOT IS LOCATED IN A ZONE 2 7.) A NEGATIVE GRADE OF 3/4" PER FOOT FOR A MINIUM OF 15' SHALL BE MAINTAINED AWAY FROM THE FOUNDATION 8.) THE SITE CONTRACTOR SHALL NOTIFY DIG -SAFE AT LEAST 72 HOUR PRIOR TO THE START OF WORK FINISH GRADE EL.= 97.0 MIN. �S �S 5, END ED v ° 4" PERFORATED SCH 40 PVC 95.5 v o 3/4"-1 1/2" WASHED v STONE 95.0 SEE NOTE #10 ELEV=94.0 LIMIT OF EXCAVA SEASONAL HIGH GROUNDWATER ELEV.= 87.0 DESIGN DATA DESIGN PERC RATE: 1" IN 5 MIN DESIGN FLOW: 2 BEDROOMS X 110 GPD/BDM = 220 GPD REQUIRED SYSTEM DESIGN: USE 23' X 20' LEACHING BED BOTTOM: 23' LONG X 20' WIDE X 0.74 G/SF = 340 GPD PROVIDED GENERAL NOTES 1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY FOR INSPECTION, THE CONTRACTOR SHALL NOTIFY THE YARMOUTH BOARD OF HEALTH. 2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 3) ALL ELEVATIONS ARE BASED ON ASSUMED ELEVATION DATUM. 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO .OPERATE OVER THE LIMITS OF THE OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION OF THE 5) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH. 5) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL REGULATIONS. 7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY A. ROTONDO & SONS OR APPROVED EQUAL. :) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WA 1ERTIGHT SEAL. J) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WI?H NEOPRENE GASKETS OR ASPHALT CEMENT. 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH CLEAN SAND PER TITLE V REGULATIONS `1) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. BOARD OF HEALTH STAMPS BOARD OF HEALTH STAMPS STAMP 7, SUBSURFACE SEWAGE DISPOSAL SYSTEM U � '.y OWNER: � ; SANCTUARY 4298 h1o, ;j; ]MEN LLC/R.ABRAMS LOCATION: 522 WEST YARMOUTH ROAD "S WEST YARMOUTH, MA DARTMOUTH, MA _ ENGINEERING FIRM: m�1 ///��11 N Bed Rood SI g �( Inc New Bedford, MA 02745 P. L. STAMP OF j RR "// • (508) 998-2125 Civil Environmental Engineering FAX (508) 998-7554 QS and o'r M1CHpEL !� Land Use Planning No \. DATE: 6-25-03 �Fesato �cR' cm1� CONTACT PERSON: DAN AGUTAR ACAD N0. FILE N0.