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HomeMy WebLinkAboutEngineered Plan - 2001Pi ` " DRIVE PRO POSED TOP OF FN'D. C 1 MED SAND 10YR 6/8 I ELE. - 40 48" t, FOR WATER GATE 0-- W.M. ji— SCALE: AS SHOWN ,r I ;,: IL; '4 1;-µl � � :•� ''•ti• BENJAMIN MORTENSEN 10 MIN. C 3 SAND 2.5Y 7/4 S. YARMOUTH, MA Y� ly 2% 37.50 C 4 FINE SAND 5Y 8/2 37.2 ,. T , I I SOIL TEST IC ^N N0VEMBER E7, 0.01 CONDI. TED ,., , 4� �r BY HUNTER .2 ENGINEERING ASSOC. I` 14, �I B Y: AMY VON HONE �lI I, I HEALTH DEPARTMENT � r f I, � t _ NO WATER Ll t I NEW POLY 0 1,500 GAL 6' CRUSHED STONE SOIL TEST LOG 'PERC RATE= < 2 MIN/INCH , r, DEPTH 0 ELEV.= 38.5 ' A LOAMY SAND Y 3/2 ,art °';i 7„ 11"k ";, 29, 8 B LOAMY SAND 5YR 6/8 I i MANHOLE COVERS TO EXTEND TO WITHIN 6" OF FINISH GRADE ,—, /—GAS BAFFLE REQ'D j 5% NEW DIST. BOX REQ'D 1% u 36.97 v D.B. LLJ uj 36.19 36.03 6' 4CUSHED TUNE 16' 3' d " DRIVE LEGEND: 02601 C 1 MED SAND 10YR 6/8 I • , 48" t, FOR WATER GATE 0-- W.M. 5 INDIAN MEMORIAL DR SCALE: AS SHOWN ,r I WATER SERVICE W---W- IL; '4 C 2 SAND 2.5Y 5/4 TEST HOLE TH r 60 BENJAMIN MORTENSEN GAS SERVICE G G— C 3 SAND 2.5Y 7/4 S. YARMOUTH, MA Y� ly 96" : C 4 FINE SAND 5Y 8/2 120".� ,. T , I I SOIL TEST IC ^N N0VEMBER E7, 0.01 CONDI. TED ,., , 4� �r BY HUNTER .2 ENGINEERING ASSOC. I` WITNESSED B Y: AMY VON HONE YARMOUTH HEALTH DEPARTMENT � r t _ NO WATER OBSERVED 120" ME :III NOTE: 20' MIN. PROPOSED SEPTIC SYSTEM INSTALLER SHALL LOCATE ALL CESSPOOLS �'. PUMPOUT AND BACKFILL W/ SAND ar l'_INSTALLER SHALL EXCAVATE AND REMOVE CESSPOOLS IF FOUND TO BE WITHIN THE I NEW (SAS) AREA INSTALLER SHAL [NSTAL� A NEW 1,500 GALLON POLYETHYLENE TANK 7 WEEKS POND DRIVE LEGEND: 02601 Ij51'' I • , - - EXISTING CONTOUR —42 t, FOR WATER GATE 0-- W.M. 5 INDIAN MEMORIAL DR SCALE: AS SHOWN WATER SERVICE W---W- IL; '4 TEST HOLE TH II OWNER: BENJAMIN MORTENSEN GAS SERVICE G G— �''''I S. YARMOUTH, MA BENCH -MARK BM :III NOTE: 20' MIN. PROPOSED SEPTIC SYSTEM INSTALLER SHALL LOCATE ALL CESSPOOLS �'. PUMPOUT AND BACKFILL W/ SAND ar l'_INSTALLER SHALL EXCAVATE AND REMOVE CESSPOOLS IF FOUND TO BE WITHIN THE I NEW (SAS) AREA INSTALLER SHAL [NSTAL� A NEW 1,500 GALLON POLYETHYLENE TANK NO SCALE 38,50 5' 23.0 NDIAN 35.16 NEW ;DSAS) (SAS) SHALL BE 34.25' LONG 11.0' WIDE 10" DEEP ELEV=36.50 2" PEASTONE TOPPING 'r - - - '.ti3T. �► I 31.25' ,1.5' —CAP ENDS 3/4" to 1-1/2" DOUBLE WWASHED STONE ALL AROUND USE FIVE. (5) INFILTRATOR� me WITH 4 F STONE © SIDE & 1.5' OIr._ STONE @ ENDS l 62.87' -- I'TH �� 3t' '-30 38.50 85..00 � ,. �...... MEMORIAL 1 " = 20' r LOCUS MAP GENERAL NOTES: — ELEVATIONS SHOWN BASED ON U.S.G.S. DATUM. SYSTEM PIPE SHALL BE EITHER C.I. OR SCHEDULE 40 P.V.C. — THE BOARD OF HEALTH SHALL ISE NOTIFIED PRIOR TO BACKFILLING OF SEPTIC SYSTEM. SEPTIC SYSTEM STRUCTURAL COMPONENTS SHALL BE CAPABLE OF WITHSTIANDING A H-10 LOADING, UNLESS SPECIFIED OTHERWISE — SEPT'C SYSTEM UNDER DRIVEWAYS SHALL COMPLY WITH A -1-20 LOADING. — THE DESIGN AND COMPONENTS OF THE SEPTIC SYSTEM SHALL BE IN COMPLIANCE WITH THE STATE OF MASSACHUSETTS SANITARY CODE TITLE V, AND SHALL BE IN COMPLIANCE WITH THE LOCAL BOARD OF HEALTH RULES AND REGULATIONS. — THE CONTRACTOR SHALL BE"'RESPONSIBLE FOR i '..00A.TIO'\! OF. ALL UNDERGPOt)ND UTILITIES AND SHALL t�1OTf _.Y. UI"� — hr t't<iVr� i U CONSTPUCTION a — NO GARBAGE GRINDER DESIGN CRITERIA: 0 DESIGN FLOW d- 3 BEDROOMS AT 110 G.P.B. / DAY 330 G.P.D. REQUIRED SEPTIC TANK: NEW 1,500 GALLON POLYETHYLENE ,DESIGN PERC RATE <2 MIN/INCH SIZE OF REQ'D (SAS) AREA = 330/0.74 = 446 S.F. .`a vF A4A,SS�C o V�r,4sER 3�5 o ti SIDEWALL (2)(0.83)(34.25)+(2)(0.83)(11)=75.12 S.F. BOTTOM (11)(34.25) = 376.75 S.F. SIZE OF LEACHING FACILITY PROVIDED: 376.75 S.F. + 75.12 S.F. = 451.87 S.F. = 334.4 GPD EFFECTIVE DEPTH: 10" EFFECTIVE LENGTH: 34.25' EFFECTIVE WIDTH: 11.0' I­� CONSULTING ENGINEERS 7 WEEKS POND DRIVE L 02601 (508) 477-8268 Hunter Engineering Associates, Inc. t SEPTIC SYSTEM REPAIR PLAN FOR 5 INDIAN MEMORIAL DR SCALE: AS SHOWN DRAWN BY: JPH MAP 60 / LOT 36 ;�I II OWNER: BENJAMIN MORTENSEN 5 INDIAN MEMORIAL DR S. YARMOUTH, MA NO SCALE 38,50 5' 23.0 NDIAN 35.16 NEW ;DSAS) (SAS) SHALL BE 34.25' LONG 11.0' WIDE 10" DEEP ELEV=36.50 2" PEASTONE TOPPING 'r - - - '.ti3T. �► I 31.25' ,1.5' —CAP ENDS 3/4" to 1-1/2" DOUBLE WWASHED STONE ALL AROUND USE FIVE. (5) INFILTRATOR� me WITH 4 F STONE © SIDE & 1.5' OIr._ STONE @ ENDS l 62.87' -- I'TH �� 3t' '-30 38.50 85..00 � ,. �...... MEMORIAL 1 " = 20' r LOCUS MAP GENERAL NOTES: — ELEVATIONS SHOWN BASED ON U.S.G.S. DATUM. SYSTEM PIPE SHALL BE EITHER C.I. OR SCHEDULE 40 P.V.C. — THE BOARD OF HEALTH SHALL ISE NOTIFIED PRIOR TO BACKFILLING OF SEPTIC SYSTEM. SEPTIC SYSTEM STRUCTURAL COMPONENTS SHALL BE CAPABLE OF WITHSTIANDING A H-10 LOADING, UNLESS SPECIFIED OTHERWISE — SEPT'C SYSTEM UNDER DRIVEWAYS SHALL COMPLY WITH A -1-20 LOADING. — THE DESIGN AND COMPONENTS OF THE SEPTIC SYSTEM SHALL BE IN COMPLIANCE WITH THE STATE OF MASSACHUSETTS SANITARY CODE TITLE V, AND SHALL BE IN COMPLIANCE WITH THE LOCAL BOARD OF HEALTH RULES AND REGULATIONS. — THE CONTRACTOR SHALL BE"'RESPONSIBLE FOR i '..00A.TIO'\! OF. ALL UNDERGPOt)ND UTILITIES AND SHALL t�1OTf _.Y. UI"� — hr t't<iVr� i U CONSTPUCTION a — NO GARBAGE GRINDER DESIGN CRITERIA: 0 DESIGN FLOW d- 3 BEDROOMS AT 110 G.P.B. / DAY 330 G.P.D. REQUIRED SEPTIC TANK: NEW 1,500 GALLON POLYETHYLENE ,DESIGN PERC RATE <2 MIN/INCH SIZE OF REQ'D (SAS) AREA = 330/0.74 = 446 S.F. .`a vF A4A,SS�C o V�r,4sER 3�5 o ti SIDEWALL (2)(0.83)(34.25)+(2)(0.83)(11)=75.12 S.F. BOTTOM (11)(34.25) = 376.75 S.F. SIZE OF LEACHING FACILITY PROVIDED: 376.75 S.F. + 75.12 S.F. = 451.87 S.F. = 334.4 GPD EFFECTIVE DEPTH: 10" EFFECTIVE LENGTH: 34.25' EFFECTIVE WIDTH: 11.0' I­� CONSULTING ENGINEERS 7 WEEKS POND DRIVE SANDWICH, MA 02601 (508) 477-8268 Hunter Engineering Associates, Inc. PROJECT: SEPTIC SYSTEM REPAIR PLAN FOR 5 INDIAN MEMORIAL DR SCALE: AS SHOWN DRAWN BY: JPH MAP 60 / LOT 36 REVISED BY: DATE' 12/01/01 OWNER: BENJAMIN MORTENSEN 5 INDIAN MEMORIAL DR S. YARMOUTH, MA ME: BEN