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Home My WebLink About85 Old Hyannis Road - Site Plan/- ACCESS COVER WITHIN 6" TO FIN. GRADE/� ACCESS COVER (WATERTI( 5t / / WITHIN 6" TO FIN. GRADE 1 EL.69t / Lj-0-) R OVER PRECAST LLTANK ///RUN PIPE LEVEL FOR FIRST 2' Ll 65.95 H -1D GAS oo<eR EL85.58 ul BAFFLE `EL85.75 t6�RUSHED STONE OR MECHANICAL c DEPTH OF FLOW = 4' COMPACTION. (15.221 [2D REQUIRED TEE SIZES:F INLET DEPTH = 10" MIN. BELOW FLOW LINE OUTLET DEPTH = 14" MIN. BELOW �*E F�,OW LINK ( . MIN. SLOPE) 11 ,( MIN. SLOPE) FOUNDATION 22' SEPTIC TANK 10 SEPTICDESIGN: (OM84GE DISPOSER. IS NOT ALLOWED) NUMBER OF BEDROOMS: 3 DESIGN // USE330 G/P REQUIRED DESIGNRFLOW 30 G/D SEPTIC ?ANIS•. 330 G/D (2) - 660 G/D USE PROPOSED 1,500 GALLON SEPTIC TANK INCHING: SIDE AREA: 2 x Y x (9.83'+31') - 163.3 SF BOTTOM AREA: 9.83' x 31' = 304.7 SF SIDES: 163.3 SF + BOTTOM: 304.7 SF TOTAL: 468 SF PROPOSED CAPACITY: 468 SF x 0.74 G/D/SF = 346.3 G/D O.K. W ( 7 MIN. SLID D' BOX 4' SYSTEM PRO (NOT TO SCALE) /// 1 / I I t / O\ /' Q. LOT 3 57,839 s.f.- 1.33 ac. I / 00�p+// 3C4� / / / / I 1 / r0 \ D / COLIS ��// \\ \ \ \� \ 1 t I! i r / l � 4441 \ N 1.0 off. 508-362-4541 fox 508-362-9880 down cape engineering, inc. CIVIL ENGINEERS 1kx 'ND`:URVEY=ORS APPR=D, DATE 939 main st yarmouth, ma 02675 OW UNE EL -65.5 SIDES ENS 1 -2" DOUBLE WASHED PEASTONE 2% SLOPE RFOHIRFI) nvrP even,. H-20 3' MAX. 6' 3.5' m SIDES 3' b ENDS 14" 3/4" TO 1 1/2" DOUBLE WASHED STONE LEACHING FACILITY :jE / r l / BENCHMARK: 1 // � / CONCRETE BOUND EL.71.33 /� 1 CB/DH FND / o rn / ti (DISPL.) 74 / C.) 4,e27/t / 1 / QyIt f T PROPOSED K 71S,/ DRIVEWAY X 71. $OPTIC 4�o Sj'STEM DESIGN DATA 6/4 JANE A. RYER 58.8 EXISTING WATER LINE PROPOSED LOCATION G� GAS SHUT OFF VALVE DOUGLAS A. ROBERTSON EXISTING GAS LINE TO BE LOCATED -yam EXISTING PHONE LINE CERT \ LCP 39085B ` `a EXISTING ELECTRIC LINE 3 TO BE LOCATED EXISTING CABLE T.V. LINE TO BE LOCATED -70- EXISTING CONTOUR +70.6 EXISTING SPOT GRADE -2i-- .PROPOSED CONTOUR x22./0 PROPOSED SPOT GRADE TH1 SOIL TEST HOLE OSEE TEST HOLE LOG(S) S 85'46'0 W\ t'99" 1 1 1 \ 1 1 1 ✓\ ----� r -72 -Up 1L 7' 1/ - 1 1 / 142.3 0/ s f. / N / / / / /0. 7j a 1 / / o/ - Q \ / / / / / 199.8' /// 1 / I I t / O\ /' Q. LOT 3 57,839 s.f.- 1.33 ac. I / 00�p+// 3C4� / / / / I 1 / r0 \ D / COLIS ��// \\ \ \ \� \ 1 t I! i r / l � 4441 \ N 1.0 off. 508-362-4541 fox 508-362-9880 down cape engineering, inc. CIVIL ENGINEERS 1kx 'ND`:URVEY=ORS APPR=D, DATE 939 main st yarmouth, ma 02675 OW UNE EL -65.5 SIDES ENS 1 -2" DOUBLE WASHED PEASTONE 2% SLOPE RFOHIRFI) nvrP even,. H-20 3' MAX. 6' 3.5' m SIDES 3' b ENDS 14" 3/4" TO 1 1/2" DOUBLE WASHED STONE LEACHING FACILITY :jE / r l / BENCHMARK: 1 // � / CONCRETE BOUND EL.71.33 /� 1 CB/DH FND / o rn / ti (DISPL.) 74 / C.) 4,e27/t / 1 / QyIt f T PROPOSED K 71S,/ DRIVEWAY X 71. vV LLLL"VLCL DENN S I H / LOCUS MID CAPE K EXIT I 7 / HIGHWAY LOCUS MAP 1 SCALE I" = 2000' ASSESSORS MAP 94, PARCEL 1, IAT 1 FLOODZONE: C *ZONING DISTRICT: R-40 MINIMUM YARD SETBACKS: FRONT - 30 ft. SIDE/REAR - 20 ft. *TO BE CONFIRMED BY BUILDING COMMISSIONER OWWER OF RECORD ROBERT CHILDS 154 SOUTH STREET SOUTH YARMOUTH, MA 02664 DEED BK. 4128 PG. 169 PLAN 8K. 246 PG. 106 NOTE 1. 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. DE"..N1PADING..FOR.. ALL-'PRECA>T'UNITS TO BE AASHTO-H10. 5. THIS PUN 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. 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 10. PIPE JOINTS TO BE MADE WATERTIGHT. 11. WATER TEST O -BOX FOR LEVELNESS, X70.60�� O G/ ,l %q ¢ w DEPTH (in.) THi ELEVATION PROPOSED 3 i / /� a) / J / �' z ¢ 0*WB 67 6 SOIL CLASS: I (SANDS, LOAMY SANDS) BEDROOM DWELLING _ NA / f L�� 3 PERC RATE: < 2 MPI (5 MPI DESIGN)- tl / O O PRESOAK: 0:00:00-0:09:45' tO:F:=Et.%2'170 I `_69' (24 GAL. < 15 MIN.) X 71.5 78.3' / / / / / ( I �? n = 66.9 9": 0:09:45 LOAMY Y SAND BOTTOM PERC: AT 66" EL.62.1 APPROVED INV. OUT i �8� / h� It ' to 36' I I 64.6 NO WATER OBSERVED YARI�9DUTH COARA'!IT � -EL.6- - 'Y � - - / / � g5:5 I I �*` W O0 2.5EY 6N4 DATE: 1/10/00 0H "1 I,V,' -_- - _ Jl //,�•� !!"��",,,r 2 mop 132 / m6 ENGINEER: (DOWNLCAPE ENGINEERING) -66--- / f = ON .ST HOLE LOGS WITNESS: AMY VON HONE, RS Dj Z ro NOT TO SCALE EXCAVATOR: OWNER'S EXCAVATOR ZD O DEPTH (in.) TH2 ELEVATION m � 41. '' I /r I I Q U 0• 7Q6 SOIL CLASS: 1 (SANDS, LOAMY SANDS) y / .J- O A PERC RATE: < 2 MPI (5 MPI DESIGN) -64- - p SAND LOAM ASSIGNED 0 CI ( j .10 YR. 4L2 ( ) 4 - , o JI 1 w R' 699 - \� 1I I a ! S 87'01=32" W \ \ 11 -194.06 / r2 <9 - 3 s.f. o _ SITE PLAN SCALE: I"=30' BOARD OF HEALTH MA `j(Z UU DATE ARNE H. OJALA, P.E., P.L.S. JY .5 LEGEND 4�o WATER SHUT OFF VALVE 6/4 TO BE LOCATED 58.8 EXISTING WATER LINE PROPOSED LOCATION G� GAS SHUT OFF VALVE TO BE LOCATED EXISTING GAS LINE TO BE LOCATED -yam EXISTING PHONE LINE TO BE LOCATED EXISTING ELECTRIC LINE 3 TO BE LOCATED EXISTING CABLE T.V. LINE TO BE LOCATED -70- EXISTING CONTOUR +70.6 EXISTING SPOT GRADE -2i-- .PROPOSED CONTOUR x22./0 PROPOSED SPOT GRADE TH1 SOIL TEST HOLE OSEE TEST HOLE LOG(S) vV LLLL"VLCL DENN S I H / LOCUS MID CAPE K EXIT I 7 / HIGHWAY LOCUS MAP 1 SCALE I" = 2000' ASSESSORS MAP 94, PARCEL 1, IAT 1 FLOODZONE: C *ZONING DISTRICT: R-40 MINIMUM YARD SETBACKS: FRONT - 30 ft. SIDE/REAR - 20 ft. *TO BE CONFIRMED BY BUILDING COMMISSIONER OWWER OF RECORD ROBERT CHILDS 154 SOUTH STREET SOUTH YARMOUTH, MA 02664 DEED BK. 4128 PG. 169 PLAN 8K. 246 PG. 106 NOTE 1. 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. DE"..N1PADING..FOR.. ALL-'PRECA>T'UNITS TO BE AASHTO-H10. 5. THIS PUN 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. 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 10. PIPE JOINTS TO BE MADE WATERTIGHT. 11. WATER TEST O -BOX FOR LEVELNESS, X70.60�� O G/ ,l %q ¢ w DEPTH (in.) THi ELEVATION PROPOSED 3 i / /� a) / J / �' z ¢ 0*WB 67 6 SOIL CLASS: I (SANDS, LOAMY SANDS) BEDROOM DWELLING _ NA / f L�� 3 PERC RATE: < 2 MPI (5 MPI DESIGN)- tl / O O PRESOAK: 0:00:00-0:09:45' tO:F:=Et.%2'170 I `_69' (24 GAL. < 15 MIN.) X 71.5 78.3' / / / / / ( I �? n = 66.9 9": 0:09:45 LOAMY Y SAND BOTTOM PERC: AT 66" EL.62.1 APPROVED INV. OUT i �8� / h� It ' to 36' I I 64.6 NO WATER OBSERVED YARI�9DUTH COARA'!IT � -EL.6- - 'Y � - - / / � g5:5 I I �*` W O0 2.5EY 6N4 DATE: 1/10/00 0H "1 I,V,' -_- - _ Jl //,�•� !!"��",,,r 2 mop 132 / m6 ENGINEER: (DOWNLCAPE ENGINEERING) -66--- / f = ON .ST HOLE LOGS WITNESS: AMY VON HONE, RS Dj Z ro NOT TO SCALE EXCAVATOR: OWNER'S EXCAVATOR ZD O DEPTH (in.) TH2 ELEVATION m � 41. '' I /r I I Q U 0• 7Q6 SOIL CLASS: 1 (SANDS, LOAMY SANDS) y / .J- O A PERC RATE: < 2 MPI (5 MPI DESIGN) -64- - p SAND LOAM ASSIGNED 0 CI ( j .10 YR. 4L2 ( ) 4 - , o JI 1 w R' 699 - \� 1I I a ! S 87'01=32" W \ \ 11 -194.06 / r2 <9 - 3 s.f. o _ SITE PLAN SCALE: I"=30' BOARD OF HEALTH MA `j(Z UU DATE ARNE H. OJALA, P.E., P.L.S. JY .5 n ' II {S 66.6 EY NO WATER OBSERVED c 6/4 N 58.8 TITLE 5 SITE PLAN OF LAND IN YARMOUTHPORT. MA PREPARED FOR SID SIDDHARDTH LOCATED AT LOT 1 OLD HYANNIS ROAD YARMOUTHPORT, MA 02675 SCALE: 1"=30' DATE: 9-25-00 REVISED: ---__- 3