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Home My WebLink About145 South Street - Site PlanFIRST FLOOR EL. 12.3' SYSTEM PROFILE TOP FNDN EL. 11.4' ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)ES ACCESS COVER (WATERTIGHT) TO 11,0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 9.05'J1 PROPOSED 1500 8.8 5' GALLON SEPTIC 8.60C TANK (H- 10 ) GAS BAFFLE 8.18' (--Z-% SLOPE) �__6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2]) DEPTH OF FLOW = 4' (-L-% SLOPE) TEE SIZES: INLET DEPTH = 10" OUTLET DEPTH = 14" FOUNDATION- 10' SEPTIC TANK TOP ELEV VARIES 40 (6) g3 BARS CONT. FOR HORIZONTAL REINFORCEMENT 7.4' TO 4.4' FI 6.0' LOWEST PROP ELEV. (FINAL GRADE) q3 BARS 12O.C. FOR VERTICAL NATURAL SOIL CONC. RET. WALL (NTS) + 6.6 4.1 +5.1 S a.o LOT 2 k- /zt1-1 k RUN PIPE LEVEL FOR FIRST 2' \ 8.01' (--L-% LOPE) 42' EL. 11.4' 2% SLOPE REQUIRED OVER SYSTEM 2" DOUBLE WASHED PEASTONE \ 0.75' MIN. 7.4' 3/4" TO 1 1/2" DOUBLE WASHE STONE I5' 5' LEAIHING 1 FACUIY UE GROUNDWATER EL. 2.4' ODALLY INFLUENCED) NOTE: MONITORING WELLS WFRE SET ON LOTS 2 AND 3, AND HIGHEST READING USED OVER NEW MOONIIDAL CYCLE DURING WET TIME OF YEAR (APRIL 2003) PROP. CONC RET. WALL SHOWING VARYING ELEVATIONS 8.4' EL 8.4' 11��.0, PROP SAS FFELl 4 F LEGEND r 6.3 L , 7RP s - EL. 10.0' EL. 9.0' EL 8.{• -.--..____...__ - TESTIH❑LE LOGS ENGINEER: LISA (LYONS, RS WITNESS: SUE RASK, RS DATE: 6/15/05 I PERC. RATE I < 2 MIN/INCH CLASS I SOILS PERCOLATION TESTING PERFORMED 8/31/05 BY RICK JUDD. RS, AMY VON HONE, RS WITNESSING. RATE: < 2 MIN/INCH IN LS SAND LAYER . QELEV. 0" 5.8' 0" 5.7' FILL A%E 9" VS A/E 10YR 3/1 LS 18' 1OYR 5/1 22" B B LS LS 1OYR 4/3 39" 2.55' 1OYR 4/3 40" 2.36' G MOTTLES 0 C 41' MS (EL 2.38') MS 44" obs. water 2,13' 42" obs. water 2,2' 1OYR 5/4 2.5Y .5/3 120" BASS RIVER PMKWAY I RNM ST. CRESCENT CT. 3 LO US / LOCATION MAP NOT TO SCALE ASSESSORS MAP 34 PARCEL 266 ZONING DISTRICT: RS 40 YARD SETBACKS: FRONT = 30' SIDE = 20' REAR = 20' PLAN REF. - 198/111 FLOOD ZONE: A11 EL. 11 NOTE: FLOODZONE FOUNDATION REQUIRED (DESIGN BY OTIIERS) NO LIVING SPACE, UTILITIES, DUCT WORK. AIR CONDITIONING, ETC. ALLOWED BELOW ELEV. 11.0' FINAL GRADING TO BE IN CONFORMANCE WITH FEMA FLOODZONE REGULATIONS 120 -4.2 -4-3' +4.7 \+ 3.2 i 4.6 j tx \ N 2.9 2.6 +5.7 k DRAIN SIDES AND 3' AT ENDS o LEGEND 6.3 7RP - - EL. 10.0' EL. 9.0' EL 8.{• -.--..____...__ - + 6.3 100x0 SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED - --. 7.1 100 PROPOSED DESIGN FLOW: 3 BEDROOMS (110 GPD) = 330 GPD CONTOUR €isf'7 USE A 330 GPD DESIGN FLOW + 3 100 EXISTING CONTOUR aT PROP. CONCRETE RET. WALL AROUND SAS SEPTIC TANK: 330 GPD CEJ = 1485 113.64' m2' HI (SEE DETAIL) USE A 15-QCL GALLON SEPTIC TANK w e2 LEACHING: w TD 29, D �i�1 ` BENCHMARK - CTR. OF CATCHSIDES: 3(37.25 + 10.83)(.74)(.58) 41.2 _ 75'1 BASIN ELEV. = 6.1' 37.25 x 10.83 74 BOTTOM: ( ) = 298.5 RVE \ 467 SF 6.6 TOTAL: 459 S.F. 339.7 GPD ®6.5 AREAL USE . -5. STANDARD INFILTRATORS WITH 4' STONE AT +4.7 \+ 3.2 i 4.6 j tx \ N 2.9 2.6 +5.7 k DRAIN SIDES AND 3' AT ENDS REQUIRED INSPECTIONS AND CERTIFICATIONS 1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS COMPLETE. 7- ENGINEER SHALL STAKE FOOTING PRIOR TO POURING 3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING ' OF WALL 4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY DEPOSITED 5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND PUMP MECHANISMS AFTER INSTALLATION ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT THE RETAINING WALL. SEPTIC SYSTEM AND PUMP MECHANISMS HAVE BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE VATH THE APPROVED PLAN. APPROVED DATE off 500-362-4541 fax 508 362-9080 down cape engineering, Inc, CIVIL ENGINEERS LAND SURVEYORS 939 main st, yarmouth, ma 02675 MA NOTES: 1. DATUM -IS NGVD 2. MUNICIPAL WATER IS AVAILABLE 3. MIMMUM PIPE PITCH TO BE 1/8" PER FOO-. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 5. 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINEC FROM BOARD OF HEALTH. TITLE 5 SITE PLAN OF LOT 1 (#145) SOUTH STREET IN THE TOWN OF: (SOUTH) YARMOUTH PREPARED FOR: SIDDHARTH 30 0 30 60 90 I SCALE: 1" = 30' DATE: OCTOBER 4 2005 o LEGEND 6.3 100.0 PROPOSED SPOT ELEVATION + 6.3 100x0 EXISTING SPOT ELEVATION y�7 I 100 PROPOSED CONTOUR €isf'7 tzl 100 EXISTING CONTOUR r+6.5 REQUIRED INSPECTIONS AND CERTIFICATIONS 1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS COMPLETE. 7- ENGINEER SHALL STAKE FOOTING PRIOR TO POURING 3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING ' OF WALL 4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY DEPOSITED 5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND PUMP MECHANISMS AFTER INSTALLATION ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT THE RETAINING WALL. SEPTIC SYSTEM AND PUMP MECHANISMS HAVE BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE VATH THE APPROVED PLAN. APPROVED DATE off 500-362-4541 fax 508 362-9080 down cape engineering, Inc, CIVIL ENGINEERS LAND SURVEYORS 939 main st, yarmouth, ma 02675 MA NOTES: 1. DATUM -IS NGVD 2. MUNICIPAL WATER IS AVAILABLE 3. MIMMUM PIPE PITCH TO BE 1/8" PER FOO-. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 5. 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINEC FROM BOARD OF HEALTH. TITLE 5 SITE PLAN OF LOT 1 (#145) SOUTH STREET IN THE TOWN OF: (SOUTH) YARMOUTH PREPARED FOR: SIDDHARTH 30 0 30 60 90 I SCALE: 1" = 30' DATE: OCTOBER 4 2005