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Home My WebLink About85 Old Hyannis Road - Site Plan 4ACCESS COVER WITHIN 6" TO FIN. GRADE /� ACCESS COVER (WATERTIGHT) J EL69i WITHIN 6" TO FIN. GRADE 1 MINIMUM ,75' OF COVER OVER PRECAST EL67.36t PROPOSED 1,500 GALLON SEPTIC TANK (H--10--) `. 6" CRUSHED STOt DEPTH OF FLOW - 4' COMPACTION. REQUIRED TEE SIZES: INLET DEPTH = 10" MIN. BELOW FLOW LINE OUTLET DEPTH = 14" MIN. BELOW THE FLOW LINE RUN PIPE LEVEL FOR FIRST 2' r _65.58 EIREENNEEM 6:1 �EL85.75 r153! FLOW OR MECHANICAL -.22i [2]) ' 0SELO ID 0 ENI 4 ( % MIN. SLOPE) MIN. SLOPE) 15 MIN. SLOPE) L FOUNDATION 27' SEPTIC TANK 10• D' BOX 4' LEACI SYSTEM PROFILE (NOT TO SCALE) SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED) NUMBER OF BEDROOMS: 3 DESIGN FLOW: 3 BR x 110 G/D/BR = 330 G/D USE A 330 G/P REQUIRED DESIGN FLOW BEPTIC 'TANK: 330 G/D (2) = 660 G/D USE PROPOSED 1,500 GALLON SEPTIC TANK LEACHING: SIDE AREA: 2 x 2' x (9.83'+31') 163.3 SF BOTTOM AREA: 9.83' x31' 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. SEPTIC SYSTEM DESIGN DATA JANE A. RYER DOUGLAS A. ROBERTSON CERT ` LCP 39085Bto I \ II I ( \\ \\ 1 \ S 85'46'03 W 365.61 L,, o \ ) ! / / /4213 0! s f. /0. 7/Q. 1 / l I oma/ B 7 .LOT 3 ► I I t I � ! � /! II j / � I ! / �� \ 57,839 s.f. 1 ! I I I( l j 1 l l l 1.33 cc. - I /kk l // o 0) CO / LOT 2 1.02 oc. off. 508-362-4541 fox 508-362-9880 down cape engineering, Inc. CIVIL ENGINEERS ID :gURVEY=ORS APPR�,yED. DATE 939 main St. yarmouth, ma 02675 -2" DOUBLE WASHED PEASTONE SLOPE REQUIRED OVER SYSTFM H-20 3/4" TO 1 1/2" DOUBLE WASHED STONE FACILITY 3' MAX. 3,5' 0 SIDES V 0 ENDS 4.7' EL64.67 4" ASSESSORS MAP 94, PARCEL 1, LAT 1 FLOODZONE: C 'ZONING DISTRICT: R-40 MINIMUM YARD SETBACKS: FRONT - 30 ft. SIDE/REAR - 20 ft. 'TO BE CONFIRMED BY BUILDING COMMISSIONER OWNER OF RECORD 154 SOUTH STREET SOUTH YARMOUTH, MA 02664 DEED SK. 4128 PG. 169 PLAN BK. 246 PG. 106 NOTES: 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. DESIGN I�PD .G FOR ALL..'PRECAST 'UN TS. 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. 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 D -BOX FOR LEVELNESS. X 70.60 / Oj /D6 / O^ / /( li DEPTH (in.) TM ELEVATION SED 3 i / ( ,j Z ¢ 0 A 67.6 SOIL CLASS: 1 (SANDS, LOAMY SANDS) DOM DWELLING (/ A / 3 L� SAND LOAM .PERC RATE: < 2 MPI (5 MPI DESIGN) - L.-72• - >k / 1 ' O O 10 YR 4 2 PRESOAK: 0:00:00-0:09:45 -69� /66 ( I N UITA (24 GAL. < 15 MIN.) x 71.5 78.3' / / / j 8" 68.9 9": 0;09:45 LOAMY 5A6 BOTTOM PERC: AT 66" EL.62.1 APPROVED d V OUT _ g I( 2 N� 36" I 64.8 NO WATER OBSERVED ARF+gOUTH C06gtIglT,t 6.19 _ - - _ / / /6 I (. U FINE AND DATE: 1 /10/00 f 2.5 Y 6/4QIt1iRD ENGINEER: MICHAEL S. FARIA, SE _ jjj ,% `" 2 Lr. t32' 56,6 (DOWN CAPE ENGINEERING) 7 - I 66---'J J j/ /� f � = OCNv TEST HOLE -LOGS WITNESS: AMY VON HOME, RS - / '-1 � NOT TO SCALE q Z ab EXCAVATOR: OWNER'S EXCAVATOR a .- ' "65` - M ; i 00 DEPTH (in.) TH2 ELEVATION c SOIL CLASS: I (SANDS, LOAMY SANDS) / U? / { / I U 0" Mw 70.6 PERC RATE: < 2 MPI (5 MPI DESIGN �-64- -- -M O •Y { O (ASSIGNED 0 Ci) ) I` -j f/4 - Ji I 8.69.9 1 \ 00 1 { I ¢ L2 5MY SA8 I S 87'01;3 '. W I 10 U 48. NO WATER OBSERVED m { I , , 66.6 Q 194.06 1 I I FINE 0 SITE PLAN SCALE: I"=30' ARNE `��✓ Z H. ! Z LA v. )ARB OF HEALTH q 2634 0 / yo A£CISt MA' 91 Z I'4I L DATE ARNE H. OJALA, P.E., P.L.S. 0 tV TITLE 5 SITE PLAN A 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: 30 0 30 60 90 Ft. LEGEND 4Uo WATER SHUT OFF VALVE TO BE LOCATED --_ EXISTING WATER LINE PROPOSED LOCATION GAS SHUT OFF VALVE CONCRETE BOUND TO BE LOCATED EXISTING GAS LINE TO BE LOCATED j EXISTING PHONE LINE TO BE LOCATED -�_ EXISTING ELECTRIC LINE TO BE LOCATED EXISTING CABLE T.V. LINE \\ )I TO BE LOCATED -70- EXISTING CONTOUR +70.6 EXISTING SPOT GRADE -st- PROPOSED CONTOUR x2210 PROPOSED SPOT GRADE TH1 SOIL TEST HOLE O SEE TEST HOLE LOG(S) ASSESSORS MAP 94, PARCEL 1, LAT 1 FLOODZONE: C 'ZONING DISTRICT: R-40 MINIMUM YARD SETBACKS: FRONT - 30 ft. SIDE/REAR - 20 ft. 'TO BE CONFIRMED BY BUILDING COMMISSIONER OWNER OF RECORD 154 SOUTH STREET SOUTH YARMOUTH, MA 02664 DEED SK. 4128 PG. 169 PLAN BK. 246 PG. 106 NOTES: 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. DESIGN I�PD .G FOR ALL..'PRECAST 'UN TS. 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. 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 D -BOX FOR LEVELNESS. X 70.60 / Oj /D6 / O^ / /( li DEPTH (in.) TM ELEVATION SED 3 i / ( ,j Z ¢ 0 A 67.6 SOIL CLASS: 1 (SANDS, LOAMY SANDS) DOM DWELLING (/ A / 3 L� SAND LOAM .PERC RATE: < 2 MPI (5 MPI DESIGN) - L.-72• - >k / 1 ' O O 10 YR 4 2 PRESOAK: 0:00:00-0:09:45 -69� /66 ( I N UITA (24 GAL. < 15 MIN.) x 71.5 78.3' / / / j 8" 68.9 9": 0;09:45 LOAMY 5A6 BOTTOM PERC: AT 66" EL.62.1 APPROVED d V OUT _ g I( 2 N� 36" I 64.8 NO WATER OBSERVED ARF+gOUTH C06gtIglT,t 6.19 _ - - _ / / /6 I (. U FINE AND DATE: 1 /10/00 f 2.5 Y 6/4QIt1iRD ENGINEER: MICHAEL S. FARIA, SE _ jjj ,% `" 2 Lr. t32' 56,6 (DOWN CAPE ENGINEERING) 7 - I 66---'J J j/ /� f � = OCNv TEST HOLE -LOGS WITNESS: AMY VON HOME, RS - / '-1 � NOT TO SCALE q Z ab EXCAVATOR: OWNER'S EXCAVATOR a .- ' "65` - M ; i 00 DEPTH (in.) TH2 ELEVATION c SOIL CLASS: I (SANDS, LOAMY SANDS) / U? / { / I U 0" Mw 70.6 PERC RATE: < 2 MPI (5 MPI DESIGN �-64- -- -M O •Y { O (ASSIGNED 0 Ci) ) I` -j f/4 - Ji I 8.69.9 1 \ 00 1 { I ¢ L2 5MY SA8 I S 87'01;3 '. W I 10 U 48. NO WATER OBSERVED m { I , , 66.6 Q 194.06 1 I I FINE 0 SITE PLAN SCALE: I"=30' ARNE `��✓ Z H. ! Z LA v. )ARB OF HEALTH q 2634 0 / yo A£CISt MA' 91 Z I'4I L DATE ARNE H. OJALA, P.E., P.L.S. 0 tV TITLE 5 SITE PLAN A 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: 30 0 30 60 90 Ft. / CONCRETE BOUND ELM.33 j /� % i�5 \\ )I 1 \ 1 / / g 3 CB/DH FND (DISPL.) 4 a' / "0 4.27/11 I 7 PROPOSED DRIVEWAY / / / / I/ / X 71. �,� �� / / / 1 ASSESSORS MAP 94, PARCEL 1, LAT 1 FLOODZONE: C 'ZONING DISTRICT: R-40 MINIMUM YARD SETBACKS: FRONT - 30 ft. SIDE/REAR - 20 ft. 'TO BE CONFIRMED BY BUILDING COMMISSIONER OWNER OF RECORD 154 SOUTH STREET SOUTH YARMOUTH, MA 02664 DEED SK. 4128 PG. 169 PLAN BK. 246 PG. 106 NOTES: 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. DESIGN I�PD .G FOR ALL..'PRECAST 'UN TS. 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. 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 D -BOX FOR LEVELNESS. X 70.60 / Oj /D6 / O^ / /( li DEPTH (in.) TM ELEVATION SED 3 i / ( ,j Z ¢ 0 A 67.6 SOIL CLASS: 1 (SANDS, LOAMY SANDS) DOM DWELLING (/ A / 3 L� SAND LOAM .PERC RATE: < 2 MPI (5 MPI DESIGN) - L.-72• - >k / 1 ' O O 10 YR 4 2 PRESOAK: 0:00:00-0:09:45 -69� /66 ( I N UITA (24 GAL. < 15 MIN.) x 71.5 78.3' / / / j 8" 68.9 9": 0;09:45 LOAMY 5A6 BOTTOM PERC: AT 66" EL.62.1 APPROVED d V OUT _ g I( 2 N� 36" I 64.8 NO WATER OBSERVED ARF+gOUTH C06gtIglT,t 6.19 _ - - _ / / /6 I (. U FINE AND DATE: 1 /10/00 f 2.5 Y 6/4QIt1iRD ENGINEER: MICHAEL S. FARIA, SE _ jjj ,% `" 2 Lr. t32' 56,6 (DOWN CAPE ENGINEERING) 7 - I 66---'J J j/ /� f � = OCNv TEST HOLE -LOGS WITNESS: AMY VON HOME, RS - / '-1 � NOT TO SCALE q Z ab EXCAVATOR: OWNER'S EXCAVATOR a .- ' "65` - M ; i 00 DEPTH (in.) TH2 ELEVATION c SOIL CLASS: I (SANDS, LOAMY SANDS) / U? / { / I U 0" Mw 70.6 PERC RATE: < 2 MPI (5 MPI DESIGN �-64- -- -M O •Y { O (ASSIGNED 0 Ci) ) I` -j f/4 - Ji I 8.69.9 1 \ 00 1 { I ¢ L2 5MY SA8 I S 87'01;3 '. W I 10 U 48. NO WATER OBSERVED m { I , , 66.6 Q 194.06 1 I I FINE 0 SITE PLAN SCALE: I"=30' ARNE `��✓ Z H. ! Z LA v. )ARB OF HEALTH q 2634 0 / yo A£CISt MA' 91 Z I'4I L DATE ARNE H. OJALA, P.E., P.L.S. 0 tV TITLE 5 SITE PLAN A 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: 30 0 30 60 90 Ft.