The URL can be used to link to this page

Home My WebLink About85 Old Hyannis Road - Historic Site Plani LILA. Hf Ct_wnrtaco• • ACCESS COVER WITHIN 6' TO FIN. GRADE ACCESS COVER (WATERTIGHT) 2' DOUBLE WASHED PEASTONE EL.74.Ot WITHIN 6' TO FIN. GRADE EL.663 2% SLOPE REOU;REk 13VER SYSTEM MINIMUM .75' OF COVER OVER PRECAST EL.65.2Bt RUN PIPE LEVEL 1 PROPOSED 1,500 ,[ FOR FIRST 2'17 6355' GALLON SEPTIC EL 3 0' r OUTLET DEPTH - ( 7 MIN. SLOPE) ( 7 MN. SLOPE) ( MIN. SLOPE) FOUNDATION 36' SEPTIC TANK .4 D' BOX 4' LEACHING FACILITY SYSTEM PROFILE (NOT TO SCALE) LOGS EL. 63.5 tT H tut' _') , 1t_ G Stu d rti Irr RE =1 CD .. ;1�1•FE -. �rl7nxe � SEPTIC DESIGN: (GAR3AGE DISPOSER IS NOT ALLOWED) ' NUMBER OF BEDROOMS: 4 DESIGN GA R 40 G/D 440 G/D REQUIRED DESIGN USE 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/D/SF = 449 G/D O.K. SEPTIC SYSTEM DESIGN DATA If \ 0 \ Is I 1 \ +89.4 / / / / /' / // / \\; \ \64.2/ 165.14 g - _--------/ 87.fa' / / / / / / / l/ l/ +54.2' -- S� �t`8T3T23" E f (Ln/ / / / // // // J��/1 0 5A� PIT I 1 1� _ -� %\\ / C:) 17 / r w \/ / / / / / / S 87j37'23" W If If ! ! _ + 4 9.9 � BCULDERI i / /' ' E3.9 PROPOSED / 1/ T 77. i 422.81( 1 ! 1 1$ 1 I X161.01 IX 62.0 X 63.0 DRIVEWAY SED / g J / / / RETANING/WALL N 87'37 23 E SEr2.2 /1 I i +85.6If CA 1 �77// >84. / - �' `a p/ +85.6 LOT 4 / 1 I �� 5 Lv \ - - - -- 3.9 63.5 - 49,092 S.C. j , }\`l ; I Q 7F5 - ,/ A- f LO f +19.3 �+ 1.13 OC. I jj 1 ! I / PROPOSED ^ 1 /ya J It f 101 Q 6 J O 1 / PRO 0 ED J L DRIVEWAY ! W 1 1 SOI A SORPTION SYSTEM> - I gr . \ e`'106 f! W 3- 500 GAL. LEACHING CHAM3ERS WI I I I \ \ I / �� / �� I \ 4 OF STONE ALONG THE SIDES. \+8613-7,"J 1 p! 3 / F STONE AT THE ENDS 6E.. \\ 1 13.1' L!>T 5 zt I d o \ 1{h gyp. PROPOSED AT +83.1 i7�8' \OF'i BEDROOM DWELLING f ! (u 40.6.1 S.f. / ! I D I 82. /011 �+71.8 ) N D -BO 0.5? cc. g LaL r TAT i (o N x-63.0 48.8 �^L \� o iI / foF ' o� I \ 1 / /cv 1 I n 63.a BENCHMARK: \ / o;� q STAKE & TACK 1 II, J �� TH 3 .2 \ \ \ +61.3 ! o EL.80.94 IT T -V82.1 / 51 'Rt ANG =/7/ .6/ 11 1 1 ll I / K4(( I =\ - - ) ! 1 7 1 1 1 ww� ("ETINI65.9 2 I SPLIT STONE \ ! ! 1+1 FOUND j TET HOLE LOGS 1-67.7 \ \ I J 6) 1 1 NOT TO SCALE --16.8 I 1 \\ ' 6.2 ( f +66.9 � +76.8 / J J \ \ \ \ \ +61.1 +58.3 z+6s.8 - ----- W -65.2 S 7g g4 53 \\ \1 15700 7a.4 I i 1 i i -57.5 ��- '4" o j +72.0 TNpCHER 1,7 W X2 +72.4 +71.0 F JOSHUA Q. rg'S4'S3"0 0-i _ Q SITI PLAN 1 t off. 508-362-4541 fax 508-362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main St. yarmouth, ma 02675 a-2ng1 SCALE I"=30' APPROVED DATE MA DATE TANK <H- SO > GAS H-10 m EL63.08 a000 67.0 SOIL CLASS: I (SANDS, LOAMY SANDS) TO BE LOCATED O o0EDED EXISTING WATER LINE r i o PROPOSED LOCATION I DENNIS POND w BAFFLE EL.63.25 EL,63.0 = = = = = E1 = 0 ED t EXISTING PHONE LINE LOCUS oorao TO BE LOCATED MID CAPE Lt o EDaao IC LINE 7 /NIGHWgy EL.64.4t TOISTING BE LOCATED CRUSHED STONE. OR MECHANICAL 2 Is =710=o 2.5 Y 6/4 TO BE LOCATED 150' =Ono EXISTING CONTOUR (DOWN CAPE ENGINEERING) + 70.6 EXISTING SPOT GRADE DEPTH OF FLOW = 4' COMPACTION. (15.221 12D 3/4" TO 1 1/2" DOUBLE WASHED STONE REQUIRED TEE SIZES: INLET DEPTH = IO' MIN. BELOW FLOW LINE MINIMUM YARD SETBACKS: SOIL CLASS: I (SANDS, LOAMY SANDS) FRONT - 30 ft. PERC RATE: < 2 MPI (5 MPI DESIGN) SIDE/REAR - 20 ft. SANDY LOAM 'TO BE CONFIRMED BY BUILDING COMMISSIONER - N BELOW THE FLOW LIFE 6' R08ERT CHILDS 68.5 154 SOUTH STREET SOUTH YARMOUTH, MA 02664 LOAMY SAND DEED 8K. 4128 PG. 169 OUTLET DEPTH - ( 7 MIN. SLOPE) ( 7 MN. SLOPE) ( MIN. SLOPE) FOUNDATION 36' SEPTIC TANK .4 D' BOX 4' LEACHING FACILITY SYSTEM PROFILE (NOT TO SCALE) LOGS EL. 63.5 tT H tut' _') , 1t_ G Stu d rti Irr RE =1 CD .. ;1�1•FE -. �rl7nxe � SEPTIC DESIGN: (GAR3AGE DISPOSER IS NOT ALLOWED) ' NUMBER OF BEDROOMS: 4 DESIGN GA R 40 G/D 440 G/D REQUIRED DESIGN USE 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/D/SF = 449 G/D O.K. SEPTIC SYSTEM DESIGN DATA If \ 0 \ Is I 1 \ +89.4 / / / / /' / // / \\; \ \64.2/ 165.14 g - _--------/ 87.fa' / / / / / / / l/ l/ +54.2' -- S� �t`8T3T23" E f (Ln/ / / / // // // J��/1 0 5A� PIT I 1 1� _ -� %\\ / C:) 17 / r w \/ / / / / / / S 87j37'23" W If If ! ! _ + 4 9.9 � BCULDERI i / /' ' E3.9 PROPOSED / 1/ T 77. i 422.81( 1 ! 1 1$ 1 I X161.01 IX 62.0 X 63.0 DRIVEWAY SED / g J / / / RETANING/WALL N 87'37 23 E SEr2.2 /1 I i +85.6If CA 1 �77// >84. / - �' `a p/ +85.6 LOT 4 / 1 I �� 5 Lv \ - - - -- 3.9 63.5 - 49,092 S.C. j , }\`l ; I Q 7F5 - ,/ A- f LO f +19.3 �+ 1.13 OC. I jj 1 ! I / PROPOSED ^ 1 /ya J It f 101 Q 6 J O 1 / PRO 0 ED J L DRIVEWAY ! W 1 1 SOI A SORPTION SYSTEM> - I gr . \ e`'106 f! W 3- 500 GAL. LEACHING CHAM3ERS WI I I I \ \ I / �� / �� I \ 4 OF STONE ALONG THE SIDES. \+8613-7,"J 1 p! 3 / F STONE AT THE ENDS 6E.. \\ 1 13.1' L!>T 5 zt I d o \ 1{h gyp. PROPOSED AT +83.1 i7�8' \OF'i BEDROOM DWELLING f ! (u 40.6.1 S.f. / ! I D I 82. /011 �+71.8 ) N D -BO 0.5? cc. g LaL r TAT i (o N x-63.0 48.8 �^L \� o iI / foF ' o� I \ 1 / /cv 1 I n 63.a BENCHMARK: \ / o;� q STAKE & TACK 1 II, J �� TH 3 .2 \ \ \ +61.3 ! o EL.80.94 IT T -V82.1 / 51 'Rt ANG =/7/ .6/ 11 1 1 ll I / K4(( I =\ - - ) ! 1 7 1 1 1 ww� ("ETINI65.9 2 I SPLIT STONE \ ! ! 1+1 FOUND j TET HOLE LOGS 1-67.7 \ \ I J 6) 1 1 NOT TO SCALE --16.8 I 1 \\ ' 6.2 ( f +66.9 � +76.8 / J J \ \ \ \ \ +61.1 +58.3 z+6s.8 - ----- W -65.2 S 7g g4 53 \\ \1 15700 7a.4 I i 1 i i -57.5 ��- '4" o j +72.0 TNpCHER 1,7 W X2 +72.4 +71.0 F JOSHUA Q. rg'S4'S3"0 0-i _ Q SITI PLAN 1 t off. 508-362-4541 fax 508-362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main St. yarmouth, ma 02675 a-2ng1 SCALE I"=30' APPROVED DATE MA DATE 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 OUAD. 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. 8 CEMP'TNENTS NOT TO .'F :.4CKFII.LFD OR rnNrr4t rr VTTPni,!T INh,PELILUN BY BUARD OF HEALTH AND PLRMISSION OBTAINED FROM BOARD OF HEALTH. - S. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. - - 10. PIPE JOINTS TO BE MADE WATERTIGHT. 11. WATER TEST D -BOX FOR LEVELNESS. v DEPTH LEGEND Y OUTHPORT �Oo WATER SHUT OFF VALVE 67.0 SOIL CLASS: I (SANDS, LOAMY SANDS) TO BE LOCATED �� -_ EXISTING WATER LINE r i SANDY LOAM PROPOSED LOCATION I DENNIS POND w oso GAS SHUT OFF VALVE (f (24 GAL. < 15 MIN.) TO BE LOCATED -�� EXISTING GAS LINE !1. 6v 5\ LOAMY SAND TO BE LOCATED t EXISTING PHONE LINE LOCUS TO BE LOCATED MID CAPE Lt NO WATER OBSERVED EXIT I IC LINE 7 /NIGHWgy TOISTING BE LOCATED - RT 6 DATE: 1/10/00 EXISTING CABLE T.V. LINE 2.5 Y 6/4 TO BE LOCATED 150' EXISTING CONTOUR (DOWN CAPE ENGINEERING) + 70.6 EXISTING SPOT GRADE LOCUS - MAP -2t- PROPOSED CONTOUR SCALE 1" = 2000' x2210 PROPOSED SPOT GRADE ASSESSORS MAP 94, PARCEL I, LOT 4 TH1 GSEE SOIL TEST HOLE TEST HOLE LOGS FLOODZONE: C *ZONING DISTRICT: R-40 0' MINIMUM YARD SETBACKS: SOIL CLASS: I (SANDS, LOAMY SANDS) FRONT - 30 ft. PERC RATE: < 2 MPI (5 MPI DESIGN) SIDE/REAR - 20 ft. SANDY LOAM 'TO BE CONFIRMED BY BUILDING COMMISSIONER 30 YR 3/1 OWNER OF RECORD 6' R08ERT CHILDS 68.5 154 SOUTH STREET SOUTH YARMOUTH, MA 02664 LOAMY SAND DEED 8K. 4128 PG. 169 10 Y 5/6 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 OUAD. 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. 8 CEMP'TNENTS NOT TO .'F :.4CKFII.LFD OR rnNrr4t rr VTTPni,!T INh,PELILUN BY BUARD OF HEALTH AND PLRMISSION OBTAINED FROM BOARD OF HEALTH. - S. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. - - 10. PIPE JOINTS TO BE MADE WATERTIGHT. 11. WATER TEST D -BOX FOR LEVELNESS. v DEPTH (in.) THl ELEVATION 0' 67.0 SOIL CLASS: I (SANDS, LOAMY SANDS) PERC RATE: < 2 MPI (5 MPI DESIGN) SANDY LOAM PRESOAK: 0:0000-0:09:45 10 YR 4/4 UNSUITABLE (24 GAL. < 15 MIN.) 4' 66.7 < 9': 0:1421 LOAMY SAND BOTTOM PERC: AT 66' EL.61.5 10 Y 5/6 UNSUITARI647 NO WATER OBSERVED 28, FINE SAND DATE: 1/10/00 2.5 Y 6/4 ENGINEER: MICHAEL S. FARIA, SE 150' 54.5 (DOWN CAPE ENGINEERING) WITNESS: AMY VON HONE, RS EXCAVATOR: OWNER'S EXCAVATOR DEPTH (in.) TH2 ELEVATION 0' 69'0 SOIL CLASS: I (SANDS, LOAMY SANDS) / PERC RATE: < 2 MPI (5 MPI DESIGN) SANDY LOAM (ASSIGNED @ CD 30 YR 3/1 6' UNSUVABI E 68.5 LOAMY SAND 10 Y 5/6 N TA NO WATER OBSERVED 36' 66.0 LOAMY SAND 10 Y 5/6 84' 62.0 -- C2 - - ARNE H. 03ALA, P.E., P.L.S. HISTORIC SITE PLAN OF LAND IN YARMOUTHPORT, MA PREPARED FOR SID SIDDHARDTH LOCATED AT LOT 4 OLD HYANNIS ROAD YARMOUTHPORT, MA 02675 SCALE: 1"=30' DATE: 9-25-00 REV. 10/27/00 30 0 30 60 90 Ft. Sao/