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Home My WebLink About85 Old Hyannis Road - Site Plan 30 F 1 t off. 508-362-4541 fox 508-362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main St. yarmouth, ma 02675 99-403 YARMOUTH N 7B M10V -2 All to 046�j�' RECci'VED 6 p?PI<OVi�a `(ARh°,OUiN COt'ti��1TTEE `; SEPTIC - IGN: (GARBAGE DISPOSER IS NOT ALLMM) .•/....\, NUMBER OF BEDROOMS: 4 DESIGN FLOW: 4 OR x 110 G DBR 440 G/D USE A 440 G/D REQUIRED DtSI6N FLOW SEPTIC TANK, , 440 G/D (2) = 880 G/D USE PROPOSED 1,500 GALLON SEPTIC. TANK LEACHING; SIDE AREA 2' x 2' x (12.83'+33') = 183.3 SF BOTTOM AREA: 12.83' x 33' - 423.4 SF SIDES: 183.3 SF + BOTTOM: 423.4 SF TOTAL: 606.7 SF PROPOSED CAPACITY. 606.7 SF x 0.74 G/O/SF s 449 G/D O.K. 19EPTIC SYSTEM DESIGN DATA 64.2/ ! rC 16'6.14 t 1+8 , // / / / ! ! /�! 5\ K8737'23" E �$ .o- % / // / // // / ! 1 cn BOULDER/.177 . / /S 87j37'23„1W l (! J ! O r l 63.9 J \ Ci 1 R 19.9 I ! 422.8SED! ti OPOSD X161.01 �X 62.0 X 63.0 DRIVEPROPWAY 1 i / ! ETAINING/WALL // ! 11 I I I Of 1 7 ! N 87'37 23 E �t,2 I +85.6 I / ! / / 3 / 159.08 / 404 4'i LOT 4 !00 49,092 s. f. !< �� Itti i r ~ ' \`63.5 I `r rl 1 1 q ^ 1.13 GG. I J PROPOSED ^; I 61 * I N I 1+19.3 r, /g6-1.. /,6 I 1h� 1 V DRIVEWAY I I a - / PROPOSED rl r 1 O^ \ \ e2 �6 F�I I , I SOI ABSORPTION SYSTEM I ar } \ r 500 GAL. LEACHING CHAN'3ERS I WITA 4' OF STONE ALONG THE SIDES. 3.75' OF STONE AT THE ENDS / 62.1 j r OOPOSED It 13.1 + O "1 +83.1 \ \ l �7fi8' i' F�gO' BEDROOM DWELLING O I LGT 5 / / I' 3 o O 4r \ I 40,661 s.f. o l -$4- .82. SOT ( PR SED ro ! / Ao ojs :-71.8 ° D- 0 0.93 cc. (31 t 1 n TO ((0 N +63.0 z o / f ``� 1 \ / / J i 1 1a BENCHMARK: I � 1 l ��0 0 z STAKE & TACKl \ tb3.4 \ / 1 ( J EL.80.94 ITH 3 .2 \\ \ \\ +61.3 IT 1 Q) PROPOSED +7 .6 / ..'RETAINING WAL� ! r r 10 \ +6h.2 ! 17.5'1 1 X 65.9 \ r I 1 SPLIT STONE I FOUND it, 67,7 \ \ \\ )I Ir o iTET HOLE LOGS I \ l ! I NOT TO SCALE f0, ! I 1 \ \ I I r 1 ! 6.2 I 6.8 I I l \\ +66.9 \ \ \ 246.78 \ \\ l + +76.8 / / I I J +68s 453 W +65.2 / 1 i 79.5 I 1 + I / � N 157.00 !! t -1>78.0 � � � - - ` +76.4 r , I I , +57.5 1117 25 +72.a 1 +71.0 F 30SNVA D TAACHER 9'S 3„ w o `o ' N / 1 "=30' APPROVED DATE BOARD OF HEALTH MA v DATE ARNE H. O.ALA, P.E., P.L.S. (in.) THS ELEVATION 0' LEGEND YPYOUTHPORT SOIL CLASS: I (SANDS, LOAMY SANDS) *& WATER SHUTOFF VALVE FERC RATE: < 2 MPI (5 MPI DESIGN) T.O.F. AT EL. (VARIES) llll' `1 q/ �- PRESOAK: 000:00-009:45 4' EXISTING WATER LINE PROPOSED LOCATION 66J (24 GAL. < I5 MIN.) j DENNIS (9':014:21 LOAMY SAND `POND BOTTOM PER0 AT 66' EL.61.5 GAS SHUT OFF VALVE 28, TO BE LOCATED R E NO WATER OBSERVED -- :1 s SJ�S TO BE LOCATED / DATE: 1/10/00 2.5 Y 6/4 ENGINEER: MICHAEL S. FARIA, SE 150' a ACCESS COVER WITHIN 6' TO FIN. GRADE ACCESS COVER (WATERTIGHT) TO BE LOCATED MID CAPE WITNESS, AMY VON HONE, RS -�� EXISTING ELECTRIC LINE E7T HIGHWAY EXCAVATOR: OWNER'S EXCAVATOR DEPTH (In.) TH2 ELEVATION EL.74.Ot WITHIN 6' TO FIN. GRADE -yam EXISTING CABLE T.V. LINE 2' DOUBLE WASHED PEASTONE SANDY LOAM TO BE LOCATED PERC RATE, < 2 MPI (5 MPI DESIGN) EL.66t / (ASSIGNED @ Cll 6- +70.6 EXISTING SPOT GRADE LOCUS MAP -'2/-- PROPOSED CONTOUR I SCALE 1" = 2000' MINIMUM .75' OF COVER OVER PRECAST PROPOSED SPOT GRADE ASSESSORS MAP 94, PARCEL 1, LOT 4 27. SLOPE REQ U&E OVER SYSTEM FLOODZONE: C OSEE TEST HOLE LOG(S) *ZONING DISTRICT: R-40 LOAMY SAND MINIMUM YARD SETBACKS: 10 Y 5/6 FRONT - 30 ft. 84' r6L.665 MAX 62.0 EL.65,28t *TO BE CONFIRMED BY BUILDING COMMISSIONER OWNER OF RECORD PROPOSED 1,590 //------RUN PIPE LEVEL / FOR FIRST 2' 154 SOUTH STREET ..SOUTH YARMOUTH, MA 02664 DEED 8K, 4128 PG. 169 63 GALLON SEPTIC L. 3. D' r lk EL. 63.5 TANK (H- 10 ) GAS H-10 EL.63.08 Q Q Q Q O Q Q Q Q ---_` BAFFLE EU63.2 EL.63,0 Q Q Q Q Q Q Q Q Q QQQQ Q QQQ Q 4 t .I �6_CRUSHED STONE OR MECHANICAL 2 Q Q Q Q ED Q Q Q Q DEPTH OF FLOW = 4' COMPACTION. (15.221 C21> 009 EL.6L0 REQUIRED TEE SIZESINLET 3/4" TO 1 1/2" DOUBLE WASHED ST E DEPTH = t0' MIN. BELOW FLOW LINE OUTLET DEPTH = 14' MIN. BELOW THE FLOW LINE 6S, ( 7 MIN. SLOPE) C 7 MIN. SLOPE) ( MIN. SLOPE) FOUNDATION 36' SEPTIC TANK 4 - D' BOX 4' LEACHING FACILITY TTOM OF THI ELS4.5 SEE SOIL LOGS SYSTEM PROFILE (NOT TO SCALE) 1 t off. 508-362-4541 fox 508-362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main St. yarmouth, ma 02675 99-403 YARMOUTH N 7B M10V -2 All to 046�j�' RECci'VED 6 p?PI<OVi�a `(ARh°,OUiN COt'ti��1TTEE `; SEPTIC - IGN: (GARBAGE DISPOSER IS NOT ALLMM) .•/....\, NUMBER OF BEDROOMS: 4 DESIGN FLOW: 4 OR x 110 G DBR 440 G/D USE A 440 G/D REQUIRED DtSI6N FLOW SEPTIC TANK, , 440 G/D (2) = 880 G/D USE PROPOSED 1,500 GALLON SEPTIC. TANK LEACHING; SIDE AREA 2' x 2' x (12.83'+33') = 183.3 SF BOTTOM AREA: 12.83' x 33' - 423.4 SF SIDES: 183.3 SF + BOTTOM: 423.4 SF TOTAL: 606.7 SF PROPOSED CAPACITY. 606.7 SF x 0.74 G/O/SF s 449 G/D O.K. 19EPTIC SYSTEM DESIGN DATA 64.2/ ! rC 16'6.14 t 1+8 , // / / / ! ! /�! 5\ K8737'23" E �$ .o- % / // / // // / ! 1 cn BOULDER/.177 . / /S 87j37'23„1W l (! J ! O r l 63.9 J \ Ci 1 R 19.9 I ! 422.8SED! ti OPOSD X161.01 �X 62.0 X 63.0 DRIVEPROPWAY 1 i / ! ETAINING/WALL // ! 11 I I I Of 1 7 ! N 87'37 23 E �t,2 I +85.6 I / ! / / 3 / 159.08 / 404 4'i LOT 4 !00 49,092 s. f. !< �� Itti i r ~ ' \`63.5 I `r rl 1 1 q ^ 1.13 GG. I J PROPOSED ^; I 61 * I N I 1+19.3 r, /g6-1.. /,6 I 1h� 1 V DRIVEWAY I I a - / PROPOSED rl r 1 O^ \ \ e2 �6 F�I I , I SOI ABSORPTION SYSTEM I ar } \ r 500 GAL. LEACHING CHAN'3ERS I WITA 4' OF STONE ALONG THE SIDES. 3.75' OF STONE AT THE ENDS / 62.1 j r OOPOSED It 13.1 + O "1 +83.1 \ \ l �7fi8' i' F�gO' BEDROOM DWELLING O I LGT 5 / / I' 3 o O 4r \ I 40,661 s.f. o l -$4- .82. SOT ( PR SED ro ! / Ao ojs :-71.8 ° D- 0 0.93 cc. (31 t 1 n TO ((0 N +63.0 z o / f ``� 1 \ / / J i 1 1a BENCHMARK: I � 1 l ��0 0 z STAKE & TACKl \ tb3.4 \ / 1 ( J EL.80.94 ITH 3 .2 \\ \ \\ +61.3 IT 1 Q) PROPOSED +7 .6 / ..'RETAINING WAL� ! r r 10 \ +6h.2 ! 17.5'1 1 X 65.9 \ r I 1 SPLIT STONE I FOUND it, 67,7 \ \ \\ )I Ir o iTET HOLE LOGS I \ l ! I NOT TO SCALE f0, ! I 1 \ \ I I r 1 ! 6.2 I 6.8 I I l \\ +66.9 \ \ \ 246.78 \ \\ l + +76.8 / / I I J +68s 453 W +65.2 / 1 i 79.5 I 1 + I / � N 157.00 !! t -1>78.0 � � � - - ` +76.4 r , I I , +57.5 1117 25 +72.a 1 +71.0 F 30SNVA D TAACHER 9'S 3„ w o `o ' N / 1 "=30' APPROVED DATE BOARD OF HEALTH MA v DATE ARNE H. O.ALA, P.E., P.L.S. 0 S: I. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 AND YARMOUTH HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H10. 5. THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. 6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM(S). 7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED. S. COMPONENTS NOT. TO BE DACKFII.LED DR CIINCEAI FP, VTTHOI;T 114SPFLFLUN BY BUARD LIF HEALTH AND PERMISSION C.BTAINED FROM BOARD OF HEALTH. 9. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT. 10. PIPE JOINTS TO BE MADE. WATERTIGHT. 11. WATER TEST D -BOX FOR LEVELNESS. _ - DEPTH (in.) THS ELEVATION 0' LEGEND YPYOUTHPORT SOIL CLASS: I (SANDS, LOAMY SANDS) *& WATER SHUTOFF VALVE FERC RATE: < 2 MPI (5 MPI DESIGN) TO BE LOCATED llll' `1 q/ �- PRESOAK: 000:00-009:45 4' EXISTING WATER LINE PROPOSED LOCATION 66J (24 GAL. < I5 MIN.) j DENNIS (9':014:21 LOAMY SAND `POND BOTTOM PER0 AT 66' EL.61.5 GAS SHUT OFF VALVE 28, TO BE LOCATED R E NO WATER OBSERVED -- EXISTING GAS LINE SJ�S TO BE LOCATED / DATE: 1/10/00 2.5 Y 6/4 ENGINEER: MICHAEL S. FARIA, SE 150' EXISTING PHONE LINE LOCUS (DOWN CAPE ENGINEERING) TO BE LOCATED MID CAPE WITNESS, AMY VON HONE, RS -�� EXISTING ELECTRIC LINE E7T HIGHWAY EXCAVATOR: OWNER'S EXCAVATOR DEPTH (In.) TH2 ELEVATION TO BE LOCATED 0'690 -yam EXISTING CABLE T.V. LINE /� SANDY LOAM TO BE LOCATED PERC RATE, < 2 MPI (5 MPI DESIGN) 10 YR 3/1 EXISTING CONTOUR (ASSIGNED @ Cll 6- +70.6 EXISTING SPOT GRADE LOCUS MAP -'2/-- PROPOSED CONTOUR I SCALE 1" = 2000' x22/9 TH1 PROPOSED SPOT GRADE ASSESSORS MAP 94, PARCEL 1, LOT 4 36' L!tjs�!,�!All SOIL TEST HOLE FLOODZONE: C OSEE TEST HOLE LOG(S) *ZONING DISTRICT: R-40 LOAMY SAND MINIMUM YARD SETBACKS: 10 Y 5/6 FRONT - 30 ft. 84' __ 62.0 SIDE/REAR - 20 ft *TO BE CONFIRMED BY BUILDING COMMISSIONER OWNER OF RECORD ROBERT CHILDS 154 SOUTH STREET ..SOUTH YARMOUTH, MA 02664 DEED 8K, 4128 PG. 169 PLAN BK. 246 PG. 106 0 S: I. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 AND YARMOUTH HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H10. 5. THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. 6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM(S). 7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED. S. COMPONENTS NOT. TO BE DACKFII.LED DR CIINCEAI FP, VTTHOI;T 114SPFLFLUN BY BUARD LIF HEALTH AND PERMISSION C.BTAINED FROM BOARD OF HEALTH. 9. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT. 10. PIPE JOINTS TO BE MADE. WATERTIGHT. 11. WATER TEST D -BOX FOR LEVELNESS. _ - DEPTH (in.) THS ELEVATION 0' 670 SOIL CLASS: I (SANDS, LOAMY SANDS) SANDY LOAM FERC RATE: < 2 MPI (5 MPI DESIGN) 10 YR 4/q PRESOAK: 000:00-009:45 4' 111N ITA 66J (24 GAL. < I5 MIN.) (9':014:21 LOAMY SAND BOTTOM PER0 AT 66' EL.61.5 10 Y 5/6 28, N TAE 647 NO WATER OBSERVED FINE SAND DATE: 1/10/00 2.5 Y 6/4 ENGINEER: MICHAEL S. FARIA, SE 150' 54S (DOWN CAPE ENGINEERING) WITNESS, AMY VON HONE, RS EXCAVATOR: OWNER'S EXCAVATOR DEPTH (In.) TH2 ELEVATION 0'690 SOIL CLASS: I (SANDS, LOAMY SANDS) SANDY LOAM PERC RATE, < 2 MPI (5 MPI DESIGN) 10 YR 3/1 (ASSIGNED @ Cll 6- TA 68.5 LOAMY SAND t0 /6 36' L!tjs�!,�!All 660 NO WATER OBSERVED LOAMY SAND 10 Y 5/6 84' __ 62.0 HISTORIC SITE PLAN OF LAND IN YARMOUTHPORT MA PREPARED FOR SID SIDDHARDTH LOCATED AT LOT 4 OLD HYANNIS ROAD YARMOUTHPORT, MA 02675 SCALE: I"=30' DATE: 9-25-00 REV. 10/27/00 30 0 30 60 90 Ft.