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Home My WebLink About83-1511 - Sewage Disposal Plan002LOCUS MAP --- N.T.S. BENCH MARK TOP OF CONCRETE BOUND 15' SOUTH OF END OF EXISTING TIMBER BULKHEAD ELEV z 7 57 ( N G V D 1929 ) LEGEND - - - EXIST CON JF —L —D PROPCSED CCNTOUr l TES7 PIT PERC HOLE PRCPCSED SPC- ELEVATION «H Y,. t /V//—_ T i SNF , /�4CP 90' LoN '"Tr�w6 ,4'E,', Jy'f1LL Ff%LY r 77),r,`,7 4 _ /0..:1<, A �« t P/lOF g 6ti/a9D FENCc' / REQUESTED WAIVERS FROM y✓ / �: TITLE V. 310 CMR 15.000 ftAA FNVIPONMFNTkl LODE _ hill MINIMUM 6t GA' -K UIS AN'_t FhU(;'� SOIL ABSORPTION SYSTEM TO AN INGROLND ;IVIIJ'M1N1, P00L. = [2C' RE)JIRED !8' PROPOSEC1 .c w , t C 1 'AINIML T FROM A nlc. r_ .BACK DIs�aN�E F ,o, T-� I. �i AI , 5E .G ^1 - l - A,Fi � AN IN��`�o � ,D RF.:,ERV� �A 0 / M1 A t ` S4VI�d . IING FOOL 20' RE OIJIRED, ,8 PROFCSED ] PLAN SCALE: 111 = 30' r5 / //X,Rs H 610 ;'L/M/l OF f1'�Pk G/Nf_ j CONSTRUCTION NOTES: I ALL COMPONENTS-ROTONDO PRECAST OR EQUAL 2 ALL PIPE 4" PVC SCH 40 3 MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF TITLE V MASS ENVIRONMENTAL. CODE AND THE REQUIREMENTS 0' THE LOCAL. BOARD CF HEALTH 4 ALL TOPSOIL. SUBSOII_ AA D UNSUITABLE rAATE RIA L SHALL BE REMOVED S PER 370 G,R 15255(5' FOR A MINIMUM DISTANCE OF 5' LATERAL_Y FROM ALL SIDES OF THE OUTER PERIMETER OF THE PROPOSED SOIL ABSORPTION SYSTEM AND FROM BENEATH THE SOIL ABSORPTION SYSTEM UNTIL NATURALLY OCCURRING PERVIOUS MATERIAL IS OBTAINED PER 310 CMR 15250 AND THE LOCAL- B O H OF=FICER 5 AF -ER THE EXCAVAT''ON IS COMPLETE THE AREA. SHALL BE BACKFILLED AS PER 31C CMR 15255 (3) AND THE LOCAL BOARD CF HEALTH 6 ALL. UTI'_ITIES SHOWN ARE PLOTTED FROM BEST AVAILABLE INFOP.MAT;ON AND SHALL BE VERIFIED BY THE CONTRACTOR FOR EXACT ELEVATION AND LOCATION PRIOR TO CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSA.I SYSTEM 7 ALL CHANGES AND VARIATIONS FROM THIS PLAN MUST BE APPROVED.IN VJRITING, BY BOTH MILLER ENGINEERING AND THE LOCAL BOARD OF HEALTH 8 THE: DISTRIBUTION BOX FAUST BE 1^DATER TESTED FOR LEVEL AFTER INSTALLATION —•SEA =. M; - - �yM-/✓j NOTES:_ 1 PROPERTY LINE DATA TAKEN PROM LAND COURT PLAN NO 1252: A2 DATED DECEMBER OF 1929 2 THIS LOT ;_IES WITHIN FLOOD ZONA V15 (ELEV = 1400 MSL.) AS SHOWN ON THE FLOOD INSURANCE RATE MAP FOR THE TOWN OF YARMOUTH. PANEL NUMBER 250015 0005D DATED JU Y 2 1992 3 AN ORDER OF CONDITIONS LVILL BE AQUIRED FROM THE TOWN OF YARVOUTH CONSERVATION COI,IMISSION AND RECORDED IN THE BARNSTABLE COUNTY REGISTRY OF DEECS PRIOR TO BEGINNING ANY CONSTRUCTION' PROPOSED ON THIS PLAN 4 EXISTING 'OPOGRAPHY IS BASED ON THE MEAN SEA LEVEL DATUM OF 1929_ REQUESTED WAIVERS FROM THE TOWN OF YARMOUTH BOARD OF HEALTH REGULATIONS: SEC :17 FIINIMUM SETBACK DISTANCE FROFA A SOIL ABSORPTION SYSTEM TO A WETLAND LINE [TOO- REQ'D 75' PROP (NORTH) 88' PROP (SOUTH) ] SEC :17 MINIMUM SETBACK DISTANCE FROM A RESERVE AREA TO A U'JE T LAND LINE 1100' REO'D 75' PROP (NORTH). 88' PROP (SOUTH)) SEPTIC SYSTEM PROFILE o NGgnON ( NOT TO SCALE ✓� miSH _ GRAD= _ ;q;rf7 -RAD) /! ._.—AGUES COVER TO R.-. BR,�U•,d- 7O FINISF �_ GRADF .,cc „c,ER er R.)w t � : y.•--____ `hIM14 '2' 10. J li;-..I BRAD j, 'I '- I • {{ I z r TZ., -_ e.. PI "t' f�aC OF 1 1"' " 2" DOUBLE l -, - _ L r � DSTOW R_t� n✓INF 1 FP,O�+4DUST ANC FINEST r '1 �0 TRAP- : _ n •.- - - --- - SPN'TARv c GS t�A. a' n— CNE 4 34 1' L2^ DCJB E w"vASH_ STC EL ;NE � SAP i _ _ _ �G ti - NV , • i'A' S AND r .N` . r N+, ti - ,'N -, I NV / j -, mAx cD'A''-R <Gf' /. I; / I� /s/iLLt�rJ - sLE� �'.On SEPTIC TANK SEPTIC SYSTEM CONSTRUCTION SEQUENCE: 1 HAVE A. REGISTERED LAND SURVEYOR (R L S' STAKE -HE LIMIT OF THE FIVE FOOT (5) OVERDIG 2 REMOVE ALL UNSUITABLE MATERIAL AS PER 310 CMR '5 255 t5) ( SEE CONSTRUCTION NOTE NO 4 3 HAVE A R LS STAKE THE LOCATION OF THE SEPT( -ANK AND LEACHING FACILITY 4 INSTALL THE SEPTIC TANK AND HAVE A R L S CERTIFY 'HE LOCATION AND ELEVATION 5 INSTALL THE LEACHING FACILITY AND HAVE A R L S CERTIFY THE LOCATION AND ELEVATION 6 BACKFILL THE SEPTIC SYSTEM 7 PROVIDE A CERTIFICATE OF CONSTRUCTION 10 THE OINN OF YARMOUTH BOARD OF HEALTH SOIL DATA SOIL TEST PERFORMED ON JULY 2C. 2000 BY S/9Z_T MONIZ AND WITNESSED BY BRUCE MURPHY OF THE YARMOUTH BOARD OF HEALTH 'Y'st TEST PIT 2 E! '• �� O , <'L' v D - r, FINE SANDY may. FINE I 7 ' SAND" . LOAM LOAM Xl A'. / „ ?� ��. COARSE �'/G COARSE ��' B SAND SAND ArLrk pBL WASHED v,4 ' Y MEDIUM `" I MEDIUM , f SAND SAND FROM DUST I ! FRvA1 DUST PLAN SCALE: 111 = 30' r5 / //X,Rs H 610 ;'L/M/l OF f1'�Pk G/Nf_ j CONSTRUCTION NOTES: I ALL COMPONENTS-ROTONDO PRECAST OR EQUAL 2 ALL PIPE 4" PVC SCH 40 3 MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF TITLE V MASS ENVIRONMENTAL. CODE AND THE REQUIREMENTS 0' THE LOCAL. BOARD CF HEALTH 4 ALL TOPSOIL. SUBSOII_ AA D UNSUITABLE rAATE RIA L SHALL BE REMOVED S PER 370 G,R 15255(5' FOR A MINIMUM DISTANCE OF 5' LATERAL_Y FROM ALL SIDES OF THE OUTER PERIMETER OF THE PROPOSED SOIL ABSORPTION SYSTEM AND FROM BENEATH THE SOIL ABSORPTION SYSTEM UNTIL NATURALLY OCCURRING PERVIOUS MATERIAL IS OBTAINED PER 310 CMR 15250 AND THE LOCAL- B O H OF=FICER 5 AF -ER THE EXCAVAT''ON IS COMPLETE THE AREA. SHALL BE BACKFILLED AS PER 31C CMR 15255 (3) AND THE LOCAL BOARD CF HEALTH 6 ALL. UTI'_ITIES SHOWN ARE PLOTTED FROM BEST AVAILABLE INFOP.MAT;ON AND SHALL BE VERIFIED BY THE CONTRACTOR FOR EXACT ELEVATION AND LOCATION PRIOR TO CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSA.I SYSTEM 7 ALL CHANGES AND VARIATIONS FROM THIS PLAN MUST BE APPROVED.IN VJRITING, BY BOTH MILLER ENGINEERING AND THE LOCAL BOARD OF HEALTH 8 THE: DISTRIBUTION BOX FAUST BE 1^DATER TESTED FOR LEVEL AFTER INSTALLATION —•SEA =. M; - - �yM-/✓j NOTES:_ 1 PROPERTY LINE DATA TAKEN PROM LAND COURT PLAN NO 1252: A2 DATED DECEMBER OF 1929 2 THIS LOT ;_IES WITHIN FLOOD ZONA V15 (ELEV = 1400 MSL.) AS SHOWN ON THE FLOOD INSURANCE RATE MAP FOR THE TOWN OF YARMOUTH. PANEL NUMBER 250015 0005D DATED JU Y 2 1992 3 AN ORDER OF CONDITIONS LVILL BE AQUIRED FROM THE TOWN OF YARVOUTH CONSERVATION COI,IMISSION AND RECORDED IN THE BARNSTABLE COUNTY REGISTRY OF DEECS PRIOR TO BEGINNING ANY CONSTRUCTION' PROPOSED ON THIS PLAN 4 EXISTING 'OPOGRAPHY IS BASED ON THE MEAN SEA LEVEL DATUM OF 1929_ REQUESTED WAIVERS FROM THE TOWN OF YARMOUTH BOARD OF HEALTH REGULATIONS: SEC :17 FIINIMUM SETBACK DISTANCE FROFA A SOIL ABSORPTION SYSTEM TO A WETLAND LINE [TOO- REQ'D 75' PROP (NORTH) 88' PROP (SOUTH) ] SEC :17 MINIMUM SETBACK DISTANCE FROM A RESERVE AREA TO A U'JE T LAND LINE 1100' REO'D 75' PROP (NORTH). 88' PROP (SOUTH)) SEPTIC SYSTEM PROFILE o NGgnON ( NOT TO SCALE ✓� miSH _ GRAD= _ ;q;rf7 -RAD) /! ._.—AGUES COVER TO R.-. BR,�U•,d- 7O FINISF �_ GRADF .,cc „c,ER er R.)w t � : y.•--____ `hIM14 '2' 10. J li;-..I BRAD j, 'I '- I • {{ I z r TZ., -_ e.. PI "t' f�aC OF 1 1"' " 2" DOUBLE l -, - _ L r � DSTOW R_t� n✓INF 1 FP,O�+4DUST ANC FINEST r '1 �0 TRAP- : _ n •.- - - --- - SPN'TARv c GS t�A. a' n— CNE 4 34 1' L2^ DCJB E w"vASH_ STC EL ;NE � SAP i _ _ _ �G ti - NV , • i'A' S AND r .N` . r N+, ti - ,'N -, I NV / j -, mAx cD'A''-R <Gf' /. I; / I� /s/iLLt�rJ - sLE� �'.On SEPTIC TANK SEPTIC SYSTEM CONSTRUCTION SEQUENCE: 1 HAVE A. REGISTERED LAND SURVEYOR (R L S' STAKE -HE LIMIT OF THE FIVE FOOT (5) OVERDIG 2 REMOVE ALL UNSUITABLE MATERIAL AS PER 310 CMR '5 255 t5) ( SEE CONSTRUCTION NOTE NO 4 3 HAVE A R LS STAKE THE LOCATION OF THE SEPT( -ANK AND LEACHING FACILITY 4 INSTALL THE SEPTIC TANK AND HAVE A R L S CERTIFY 'HE LOCATION AND ELEVATION 5 INSTALL THE LEACHING FACILITY AND HAVE A R L S CERTIFY THE LOCATION AND ELEVATION 6 BACKFILL THE SEPTIC SYSTEM 7 PROVIDE A CERTIFICATE OF CONSTRUCTION 10 THE OINN OF YARMOUTH BOARD OF HEALTH FLOW 4" VERTICAL FACE EMBEDDING DETAIL ANGLE FIRST STAKE TOWARD PREVIOUSLYLAID �v, BALE L- Flow 1� 1 -�.- ;% � �i �--�. � , ` Nl<RE OP NYLON BOUND BALES PLACED ON THE CONTOUR __ 2 RE -BARS, STEEL PICKETS, OR It .Z- 2"x2" STAKES 1-1/2' TO 2' IN ��_ GROUND ANCHORING -DETAIL STAKED HAYBALE DETAIL NOT TO SCALE DIST. BOX LEACHING TRENCHES SOIL DATA SOIL TEST PERFORMED ON JULY 2C. 2000 BY DANIEL A MONIZ AND WITNESSED BY BRUCE MURPHY OF THE YARMOUTH BOARD OF HEALTH TEST PIT 1 TEST PIT 2 E! '• �� O , <'L' v D - r, FINE SANDY may. FINE I 7 ' SAND" . LOAM LOAM Xl A'. / „ ?� ��. COARSE �'/G COARSE ��' RESERV4 SAND SAND ArLrk pBL WASHED AREA' ' Y MEDIUM `" I MEDIUM , f SAND SAND FROM DUST I ! FRvA1 DUST �..._ L ANO t JG Sc J L.. AND FINES PERC RATE _ L 2/✓ °% PE=L RATE _ ."2 /'%`✓ PERC D=PTH= "aJ PEaC DEPTH /✓/A EST SEASONAL HIGH GRNO ; EST SEASONAL HIGH GRND WATER Cr✓.:,G,C� iW4TER (y FLOW 4" VERTICAL FACE EMBEDDING DETAIL ANGLE FIRST STAKE TOWARD PREVIOUSLYLAID �v, BALE L- Flow 1� 1 -�.- ;% � �i �--�. � , ` Nl<RE OP NYLON BOUND BALES PLACED ON THE CONTOUR __ 2 RE -BARS, STEEL PICKETS, OR It .Z- 2"x2" STAKES 1-1/2' TO 2' IN ��_ GROUND ANCHORING -DETAIL STAKED HAYBALE DETAIL NOT TO SCALE DIST. BOX LEACHING TRENCHES DESIGN DATA 1 DESIGN FLOW PROPOSED / BEDROOM HOUSE NO GARBAGE GRINDER DESIGN FLOW = 4 BEDROOMS x 110 GPD! BR GPD 2 LEACHING AREA PERCOLATION RATE _ r MIN IN SOIL CLASS -E DESIGN PERCOLATION RATE _ 5- MIN /IN PROVIDE ` LEACHING TRENCHES - �6 'LONG WIDE, _ ' DEEP 3 LEACHING AREA PROVIDED SIDEWALL TRENCHES x ;' LONG x DEEP x SIDES = SO FT BOTTOM TRENCHES x ;' LONG x WIDE - % i SO FT TOTAL AREA PROVIDED = / SO FT 4 CAPACITY SQ FT x l;. /� GAL'SF = , r" GPD -- GPD OK PROPOSED SEWAGE DISPOSAL SYSTEM LOCATION 19 FLAKEYARD LANE YARMOUTH, MASSACHUSETTS APPLICANT CLAIRE E. HARRIS P. 0. BOX 654 CANTON, MA 02021 ar,M PREPARED BY MILLER ENGINEERING ",q 21 BROOK STREET SEEKONK , MA 02771 PHONE I FAX (508) 761.7790 FEBRUARY 7, 2000 �gxv Q.-'vEWRYla�/,T7oP,/ CHECKED 00- PV, ')0` .---- 2 O� 1:K" - 7" DOUBLE uVASHF_C Rlf EtRF S = \ • S'ONF I FREE FROM DUS' AND F1NESj ?� 3.eG11-1 2 R; "It t•VE 34 TO ' 1'2 RESERV4 Dal WASHED AREA DBL 'JnsHED ArLrk pBL WASHED AREA' STONE FREE ST&NE FREE STCNF FREE ROM DUS7 FROM DUST I ! FRvA1 DUST �..._ L ANO t JG Sc J L.. AND FINES AND - !NES — _ ) a' TRENCH CROSS - SECTION DESIGN DATA 1 DESIGN FLOW PROPOSED / BEDROOM HOUSE NO GARBAGE GRINDER DESIGN FLOW = 4 BEDROOMS x 110 GPD! BR GPD 2 LEACHING AREA PERCOLATION RATE _ r MIN IN SOIL CLASS -E DESIGN PERCOLATION RATE _ 5- MIN /IN PROVIDE ` LEACHING TRENCHES - �6 'LONG WIDE, _ ' DEEP 3 LEACHING AREA PROVIDED SIDEWALL TRENCHES x ;' LONG x DEEP x SIDES = SO FT BOTTOM TRENCHES x ;' LONG x WIDE - % i SO FT TOTAL AREA PROVIDED = / SO FT 4 CAPACITY SQ FT x l;. /� GAL'SF = , r" GPD -- GPD OK PROPOSED SEWAGE DISPOSAL SYSTEM LOCATION 19 FLAKEYARD LANE YARMOUTH, MASSACHUSETTS APPLICANT CLAIRE E. HARRIS P. 0. BOX 654 CANTON, MA 02021 ar,M PREPARED BY MILLER ENGINEERING ",q 21 BROOK STREET SEEKONK , MA 02771 PHONE I FAX (508) 761.7790 FEBRUARY 7, 2000 �gxv Q.-'vEWRYla�/,T7oP,/ CHECKED 00-