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HomeMy WebLinkAbout49.63 - Plot Plan10 min. from •NOTE ALL PIPES ARE TO BE 4"SCHEDULE 40 P.V.C. Existing Foundation house to septic took TOP Or r"DATION " ELEV. 10130 (Aaavned) Septic lank coves mull be �thin 6 i, of finished grade I'1 I T �Grade aver Sxtic Tmk - 99.50 S -.0.02 OO 10' E%1Si PPE FROH FDUNOATRMII ami 1 CONCRETE FULL FOUNIMIx11!-� u SYSTEM PROFILE Not to Scale 2"-1/8'-1/2' Washed Slone 25' Greater LEACH FIELD CROSS-SECTION 1 O' 3'-0' on center 4'-0" on center 3•-0' on center 3 HOLE H-10 DIST. BDX 6 io.of 3/4'-1 1/2' rompacted stone Sch. 40 - 4 perforated F.V.U. pipe -NOTE: ALL PIPES ARE TO BE 4' SCHEDULE 40 P.V.C. PERCOLATION TEST o o -Ban - 99.50 i ®BAND McNtUY �� (((�v V' AIL OUTLET RPE9 FROM THEDIS1i s I SET I-EVEL P BON a AS BE 1" SET IFYcl FOR AT IEASi Z P. 1� -' C¢4CfSTE COVER +�, 3 ) yv \ Finished grade over system= 99.50 _ - "-bw 2 KNOCKOUTS ""N Mir -+5.5• OU1lET � IZ• INLET ` � `��b' TOP OF SYSTEM = 97.00 6 Z" -I Elev. 2• wa96. Ston= 15.5' Parforoted P.V.C. Dletrlbulian LMm f' �, 4" - SCH. 40 Te 1.75• f ♦ 1 II• Elev. = 96.50 PLAN SECTION CROSS-SECTION }/r -+x• waan.d sty. Bottom of Leach Facility Elev.= 96.00 LEACH FIELD 15.0' 3 HOLE H-10 DISTRIBUTION BOX �CPROVIDED �Inr 7 9.J. i4+ NOT TO SCALE �i- Bottam of Test Hole 1 Elev= 89.50 - Adp,ted ESHWT ELEVATION a 90.85 per Yarmouth BON -------------- ----- Obs. Groundwater - Test Hole 1 Elev.= 89.75 (Adj. 2.1' Per CAPE COD COMMISSION = ELEV. 91.85) PROJECT ADJ. Groundwater = ELEV. 91.85 - 1' per Yarmouth BOH = 90.85 'NOTE: ALL PIPES ARE TO BE CAPPED AT ENDS. Note: Remove soil down to mad - fine sand layer & replace with - (elev. 94.75 ) & replace with clean coarse sand w/perc. Note: Certification of Fill Material Required. rale less than or equal to 2 min.rn. before & after placement Before and After Placement by Selve Analyses i Date of Percolation Test: AUGUST 19, 2004 Test Performed By. CARMEN E. SHAY, R.S., C.S.E. Results Witnessed By. DAVID ELAGHERTY (YARMOUTH B.O.H.) O N / Excavated By. SHAY, ENVIRONMENTAL SERVICES, INC. - Percolation Rote: Less Than <2 MPI ® 56" �- r I , Test Hole NEW DEPT11 SOILS ELEV. N 1,500 GAL. 0"-32' 96.83 +a mn uvula I wN SEPTIC TANK N rn H-10 Eo r..9.. rn n A99.nn 9.r y 9 1� Sand v v 6 M.of 3/4'-I 1/2' 42"- 56' u � c compacted atone � c 25' Greater LEACH FIELD CROSS-SECTION 1 O' 3'-0' on center 4'-0" on center 3•-0' on center 3 HOLE H-10 DIST. BDX 6 io.of 3/4'-1 1/2' rompacted stone Sch. 40 - 4 perforated F.V.U. pipe -NOTE: ALL PIPES ARE TO BE 4' SCHEDULE 40 P.V.C. PERCOLATION TEST o o -Ban - 99.50 i ®BAND McNtUY �� (((�v V' AIL OUTLET RPE9 FROM THEDIS1i s I SET I-EVEL P BON a AS BE 1" SET IFYcl FOR AT IEASi Z P. 1� -' C¢4CfSTE COVER +�, 3 ) yv \ Finished grade over system= 99.50 _ - "-bw 2 KNOCKOUTS ""N Mir -+5.5• OU1lET � IZ• INLET ` � `��b' TOP OF SYSTEM = 97.00 6 Z" -I Elev. 2• wa96. Ston= 15.5' Parforoted P.V.C. Dletrlbulian LMm f' �, 4" - SCH. 40 Te 1.75• f ♦ 1 II• Elev. = 96.50 PLAN SECTION CROSS-SECTION }/r -+x• waan.d sty. Bottom of Leach Facility Elev.= 96.00 LEACH FIELD 15.0' 3 HOLE H-10 DISTRIBUTION BOX �CPROVIDED �Inr 7 9.J. i4+ NOT TO SCALE �i- Bottam of Test Hole 1 Elev= 89.50 - Adp,ted ESHWT ELEVATION a 90.85 per Yarmouth BON -------------- ----- Obs. Groundwater - Test Hole 1 Elev.= 89.75 (Adj. 2.1' Per CAPE COD COMMISSION = ELEV. 91.85) PROJECT ADJ. Groundwater = ELEV. 91.85 - 1' per Yarmouth BOH = 90.85 'NOTE: ALL PIPES ARE TO BE CAPPED AT ENDS. Note: Remove soil down to mad - fine sand layer & replace with - (elev. 94.75 ) & replace with clean coarse sand w/perc. Note: Certification of Fill Material Required. rale less than or equal to 2 min.rn. before & after placement Before and After Placement by Selve Analyses i Date of Percolation Test: AUGUST 19, 2004 Test Performed By. CARMEN E. SHAY, R.S., C.S.E. Results Witnessed By. DAVID ELAGHERTY (YARMOUTH B.O.H.) O N / Excavated By. SHAY, ENVIRONMENTAL SERVICES, INC. - Percolation Rote: Less Than <2 MPI ® 56" �- r I , Test Hole No, 1 DEPT11 SOILS ELEV. 0 99.50 FILL 0"-32' 96.83 +a mn uvula I wN Sandy L Loam Eo 10 tt 3/2 '.b 32'-42• A99.nn 9.r y 1� Sand 10 H+ 5/6 42"- 56' B. 94.83 SAND T5 Y 7/4 56"- 120C 9'501 _ I Q / OF / t O 0 \OY\ 1 (Q FOOD \ \ \ /LOT #199 � Y lN0 t 8 + t 8;500 Square F b +/- \ 1, DIRT - T DRIVEWAY 2 / f i 0' - - Y Perc #1 Depth to Perc: 60" to 78" Perc Rate= Less Than 2 MPI MIW29/ZONE A - INDEX = 8.8 for 7/04 ADJUSTMENT = 2.1 FEET OBSERVED H2O Elev. = 117" or 9.75' below Grade ADJUSTED 1120 Elev. = 7.65' below Grade per Frimpter ME' 3-24• DIAM, ACCESS MAMiMES INLE 5 7' STEEL REINFORCED PRECAST. CONCRETE PLAN VIEW 3-24' REMOVABLE COVERS I RIE ACCESS COVERS FOR THE SEP11C TANK, DISTRIBUTION BOX AND LEACHING COMPONENT SHALL BE RAISED TO MrHIN 6" OF FINISHED GRADE. INSTALL TUF-[ITE GAS BAFFLES OR EQUALS ON ALL OUTLET TEE ENDS u• jl--axn wTLEr _7'IJTr_ s' -r 4'-0• min Lrwld arotn la -W -- 5- -8'-- CROSS SECTION END -SECTION TYPICAL 1500 GALLON SEPTIC TANK NOT TO SCALE (H-10 LOADING) PROJECT BENCH MARK TOP OF CEMENT PATIO ELEV. = 100.00 (Assumed) ,100 ■xuleare00unyse.s.�eshalG�rta� GENERAL NOTES 1. Contractor is responsible for Digsafe notification and protection of all underground utilities and pipes. 2. The septic tank and distribution box shall be set level on 6" of 3/4"-1 1/2" stone. 3. Backfill should be clean sand or gravel with no stones over 3" in size. 4. This system is subject to inspection during installation by Carmen E. Shay - Environmental Services, Inc. 5. The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved plan and Local Regulations. 6. If, during installation the contractor encounters any soil conditions or site conditions that are different from those shown on the soil log or in our design installation must halt & immediate notification be made to Carmen E. Shay - Environmental Services, Inc. 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. 10. All solid piping, tees & fittings shall be 4" diameter Schedule 40 NSF PVC pipes with water tight joints. 11. Municipal Water is Connected to The Residence and Abutting Properties Within 150 Feet. THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SURVEY PLAN ENTITLED SUBDIVISION PLAN OF LAND IN YARMOUTH -SWAN LAKE SHORES, MA DATED DECEMBER 1926 PLAN BOOK 20 PAGE 15 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN IT SHOULD BE USED FOR NO PURPOSE OTHER THAN THE SEPTIC SYSTEM INSTALLATION. EXISTING LEACH PIT TO BE PUMPED & FILLED IN PLACE. OR PUMPED AND REMOVED IF REQUIRED TO INSTALL NEW SEPTIC SYSTEM NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE . FROM THE EXISTING LEACH PIT TO BE DISPOSED -_ OF AS_PER _BOARIZOF-HEALTH_SPECIFICATIONS.__. 20-4111 1_ LEGEND' EXISTINGI q } � a DENOTES PROPOSED 2 BEDROOM�� - I 104X1 SPOT GRADE HOUSE T��� 'A�� ' - I TEST 'HOLE #1 4 ELEV.= 99.50 o DENOTES EXISTING #288 ,, I I © _ x 104.46 SPOT GRADE �- �� I I I - (�La PL PROPERTY LINE 1 unici 9.1 -Wafer Lines-- ^l 0O cu f0' P ,_v o PROPOSED CONTOUR LOT #108 Ic 4i I \ l991 0d�() I o L G -97 EXISTING CONTOUR 1 5'- l� DEC 1 4 200 + G 1500 GALLON o J S_rP_Ti_C T_A_N_K_ -,D-Bax DEEP TEST HOLE & --- E HEALTH DEFT. PERCOLATION TEST LOCATION / foo.00' \` \ Oo Failed) ` o Cesspool 6 FOOT STOCKADE FENCE o (� F EV.: 9/24/04 - RELOCATED MUNICIPAL WATER LINE. EV.: 9/22/04 - Elevations of D -Box and SAS per BOH LOT #!f0 PLOT PLAN Note: Remove soil down to el. 94.75 & replace with - clean coarse sand w/perc. rate less than or or equal to 2 min./in. before ;k after placement FNEW MUNICIPAL WATER LINE INSTALLED NEW LINE DOUBLE SLEEVED W/IN 10 FEET OF SEPTIC TANK. Desmon Calculations Number of Bedrooms: 2 Equivalent to 220 Gal./Day Garbage Grinder: No Leaching Capacity Required:330 Gal./Day Minimum ( Title V ) Septic Tank : - 2 x 330 Gal./Day = 660 USE NEW 1,500 GAL. Septic Tank. SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch Bottom Area: 0.74 gal/sq. ft. x 450 sq. ft. = 333 gallons Sidewall Area: NOT USED Providing: = 333 gallons. d WOPK MUST T. 0 20 40 50 Wim,:_ SCALE: 1 "=20' OF PROPOSED SEPTIC SYSTEM UPGRADE TO LL TONIN PREPARED FOR MS. MELISSA MURPHY AT �Ta�288 WINSLOW GRAY ROAD YARMOUTH, MA p ` P EPAARRAIL-TY E�D BY:j J� j J T �r jJ (T E. s ', 1A 1 L AIL -T V li . T.J 11 A 1 SHA VIRONMENTAL SERVICES, INC. .1 a ? ,sTEae° P.O. BOX 627 sw+Tsn,r- EAST FALMOUTH, MA 02536 TEL/FAX : 508-548-0796 SCALE: 1 "=20' DRAWN BY: CES DATE: SEPT. 2, 2004 PROJECT#SD624 FILENAME: SD624PP.DWG SHEET 1 OF 1 -JTw min.T_12 min Int 1 to outlet 6 b +a mn uvula I wN - L Eo I '.b 1� RIE ACCESS COVERS FOR THE SEP11C TANK, DISTRIBUTION BOX AND LEACHING COMPONENT SHALL BE RAISED TO MrHIN 6" OF FINISHED GRADE. INSTALL TUF-[ITE GAS BAFFLES OR EQUALS ON ALL OUTLET TEE ENDS u• jl--axn wTLEr _7'IJTr_ s' -r 4'-0• min Lrwld arotn la -W -- 5- -8'-- CROSS SECTION END -SECTION TYPICAL 1500 GALLON SEPTIC TANK NOT TO SCALE (H-10 LOADING) PROJECT BENCH MARK TOP OF CEMENT PATIO ELEV. = 100.00 (Assumed) ,100 ■xuleare00unyse.s.�eshalG�rta� GENERAL NOTES 1. Contractor is responsible for Digsafe notification and protection of all underground utilities and pipes. 2. The septic tank and distribution box shall be set level on 6" of 3/4"-1 1/2" stone. 3. Backfill should be clean sand or gravel with no stones over 3" in size. 4. This system is subject to inspection during installation by Carmen E. Shay - Environmental Services, Inc. 5. The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved plan and Local Regulations. 6. If, during installation the contractor encounters any soil conditions or site conditions that are different from those shown on the soil log or in our design installation must halt & immediate notification be made to Carmen E. Shay - Environmental Services, Inc. 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. 10. All solid piping, tees & fittings shall be 4" diameter Schedule 40 NSF PVC pipes with water tight joints. 11. Municipal Water is Connected to The Residence and Abutting Properties Within 150 Feet. THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SURVEY PLAN ENTITLED SUBDIVISION PLAN OF LAND IN YARMOUTH -SWAN LAKE SHORES, MA DATED DECEMBER 1926 PLAN BOOK 20 PAGE 15 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN IT SHOULD BE USED FOR NO PURPOSE OTHER THAN THE SEPTIC SYSTEM INSTALLATION. EXISTING LEACH PIT TO BE PUMPED & FILLED IN PLACE. OR PUMPED AND REMOVED IF REQUIRED TO INSTALL NEW SEPTIC SYSTEM NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE . FROM THE EXISTING LEACH PIT TO BE DISPOSED -_ OF AS_PER _BOARIZOF-HEALTH_SPECIFICATIONS.__. 20-4111 1_ LEGEND' EXISTINGI q } � a DENOTES PROPOSED 2 BEDROOM�� - I 104X1 SPOT GRADE HOUSE T��� 'A�� ' - I TEST 'HOLE #1 4 ELEV.= 99.50 o DENOTES EXISTING #288 ,, I I © _ x 104.46 SPOT GRADE �- �� I I I - (�La PL PROPERTY LINE 1 unici 9.1 -Wafer Lines-- ^l 0O cu f0' P ,_v o PROPOSED CONTOUR LOT #108 Ic 4i I \ l991 0d�() I o L G -97 EXISTING CONTOUR 1 5'- l� DEC 1 4 200 + G 1500 GALLON o J S_rP_Ti_C T_A_N_K_ -,D-Bax DEEP TEST HOLE & --- E HEALTH DEFT. PERCOLATION TEST LOCATION / foo.00' \` \ Oo Failed) ` o Cesspool 6 FOOT STOCKADE FENCE o (� F EV.: 9/24/04 - RELOCATED MUNICIPAL WATER LINE. EV.: 9/22/04 - Elevations of D -Box and SAS per BOH LOT #!f0 PLOT PLAN Note: Remove soil down to el. 94.75 & replace with - clean coarse sand w/perc. rate less than or or equal to 2 min./in. before ;k after placement FNEW MUNICIPAL WATER LINE INSTALLED NEW LINE DOUBLE SLEEVED W/IN 10 FEET OF SEPTIC TANK. Desmon Calculations Number of Bedrooms: 2 Equivalent to 220 Gal./Day Garbage Grinder: No Leaching Capacity Required:330 Gal./Day Minimum ( Title V ) Septic Tank : - 2 x 330 Gal./Day = 660 USE NEW 1,500 GAL. Septic Tank. SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch Bottom Area: 0.74 gal/sq. ft. x 450 sq. ft. = 333 gallons Sidewall Area: NOT USED Providing: = 333 gallons. d WOPK MUST T. 0 20 40 50 Wim,:_ SCALE: 1 "=20' OF PROPOSED SEPTIC SYSTEM UPGRADE TO LL TONIN PREPARED FOR MS. MELISSA MURPHY AT �Ta�288 WINSLOW GRAY ROAD YARMOUTH, MA p ` P EPAARRAIL-TY E�D BY:j J� j J T �r jJ (T E. s ', 1A 1 L AIL -T V li . T.J 11 A 1 SHA VIRONMENTAL SERVICES, INC. .1 a ? ,sTEae° P.O. BOX 627 sw+Tsn,r- EAST FALMOUTH, MA 02536 TEL/FAX : 508-548-0796 SCALE: 1 "=20' DRAWN BY: CES DATE: SEPT. 2, 2004 PROJECT#SD624 FILENAME: SD624PP.DWG SHEET 1 OF 1