Loading...
HomeMy WebLinkAbout83-1836 - Site Plan002LEGEND 99- EXISTING CONTOUR X 99.1. EXIST. SPOT ELEV. 99 PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH1 WITNESS: AMY VON HONE, R.S., SIDES: 2 (41.5 TEST HOLE 2�/ SLOPE OF GROUND TOTAL: UTILITY POLE USE (5) H-20 FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING m SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 4 BEDROOMS 0 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 USE A 2500 GAL. SEPTIC TANK/PC COMBO LEACHING: WITNESS: AMY VON HONE, R.S., SIDES: 2 (41.5 + 10.25) 1.83 (.74) = 140' GPD BOTTOM 41.5 x 10.25 (.74) = 314 GPD TOTAL: 631 S.F. 454 GPD USE (5) H-20 3050 INFILTRATORS WITH 3' STONE AT ENDS AND 3' AT SIDES PROP. FIRST FL AT EL 32.0' , MA APPROVED DATE BOARD OF HEALTH BENCH MARK - HYDRANT ON TAG BOLT #1486 EL. 20.5' SYSTEM PROFILE MARKED WITHALL SYSTEM M AGNETICTRE OR SHALL BE (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE 23.1' MINIMUM .75' OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM 29.0 4"0SCH40 PVC PROVIDE INLET PIPES LEVEL IST 2' 2" DOUBLE WASHED PEASTONE TEE IN D'BOX / OR GEOTEX%! FABRIC 2500 GAL H-10�a- .,o..a..a..a.,o..o..a..a..o..a..o.,C 4�FNC 00000000000000000000 OO OC 00000000000 O0O0O0O0O0OC INVERT our ELEV. z1.o't 6" CRUSHED STONE OR M COMPACTION. (15.221 [2]) MIN. 20 (_X SLOPE) (� X SLOPE) FOUNDATION - 14' - SEPTIC TANK PUMP CHAMBER 55' D' BOX 32' 10 SEPTIC TANK/ i PC COMBINATION 5.25' V0. LEVEL GAS BAFFLE M ' ACME OR EQUAL (SEE DETAIL BELOW) /A .,o..a..a..a.,o..o..a..a..o..a..o.,C 4�FNC 00000000000000000000 OO OC 00000000000 O0O0O0O0O0OC INVERT our ELEV. z1.o't 6" CRUSHED STONE OR M COMPACTION. (15.221 [2]) MIN. 20 (_X SLOPE) (� X SLOPE) FOUNDATION - 14' - SEPTIC TANK PUMP CHAMBER 55' D' BOX 32' NOTE: WATERLINE MUST BE RE-ROUTED TO BE MIN. 10' FROM SEPTIC COMPONENTS IF RESERVE TO BE UTILIZED. a PROP. VENT (FINAL PLACEMENT WITH HOMEOWNER'S CONSULTATION) �O PROPOSED DWELLING �6 TOP FNDN. = EL 31.0• PROPOSED 2500 GAL. SEPTIC 2,9 TANK/PUMP CHAMBER COMBINATION � O �O A O N i `V PRQP. DECK DECK/, AWN ry SEE N N / C J o' ry `moi 00 ti� ry/ EXISTING DWELLING GARD I EXISTING DWELLING FIRST FLOOR = 31.0' (5) 3050 H-20 INFILTRATORS 3/4 TO 1 1/2' DOUBLE WASHED STONE OVERALL DIMENSIONS TO OUTSIDE OF STONE: 41.5' X 10.25' BASS RIVER 1 � LEACHING FACILITY 26.0' 17.3' BOTTOM TH-1 NO GROUNDWATER FOUND NOTES 1. DATUM IS NGVD 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H -M 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE V.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER 23.5' PURPOSE. 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 N PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILJTY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 13. PROPOSED WORK LIMIT LINE TO CONSIST OF SILT FENCE &/OR HAYBALES, PER CONSERVATION AGENT DIRECTION. 14. ALL ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS OR STONE TRENCHES. 15. CONTRACTOR TO VERIFY SUITABILITY AND FEASIBILITY OF EXISTING ELECTRICAL SYSTEM TO ACCOMMODATE PROPOSED SEPTIC PUMP SYSTEM PRIOR TO INSTALLATION OF ANY COMPONENT. LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 70 PARCEL 79 LOCUS IS WITHIN FEMA FLOOD ZONE A7 EL 8 AND C AS SHOWN ON COMMUNITY PANEL #250015 0004 C DATED JUNE 17, 1986 LOCUS IS NOT WITHIN APD (ZONE II) TEST HOLE LOGS 10 14" P PINE ENGINEER: DAVID FLAHERTY, R.S., SE2755 /40 /A D DRITH WITNESS: AMY VON HONE, R.S., C.H.O. 1 DATE: JULY 24, 2008 14"PP E TH 2 / _ < 2 MIN/INCH 20" OAK y� ARS / /W PROP W=WINE moo' W \ - \ 28 NOTE: WATERLINE MUST BE RE-ROUTED TO BE MIN. 10' FROM SEPTIC COMPONENTS IF RESERVE TO BE UTILIZED. a PROP. VENT (FINAL PLACEMENT WITH HOMEOWNER'S CONSULTATION) �O PROPOSED DWELLING �6 TOP FNDN. = EL 31.0• PROPOSED 2500 GAL. SEPTIC 2,9 TANK/PUMP CHAMBER COMBINATION � O �O A O N i `V PRQP. DECK DECK/, AWN ry SEE N N / C J o' ry `moi 00 ti� ry/ EXISTING DWELLING GARD I EXISTING DWELLING FIRST FLOOR = 31.0' (5) 3050 H-20 INFILTRATORS 3/4 TO 1 1/2' DOUBLE WASHED STONE OVERALL DIMENSIONS TO OUTSIDE OF STONE: 41.5' X 10.25' BASS RIVER 1 � LEACHING FACILITY 26.0' 17.3' BOTTOM TH-1 NO GROUNDWATER FOUND NOTES 1. DATUM IS NGVD 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H -M 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE V.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER 23.5' PURPOSE. 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 N PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILJTY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 13. PROPOSED WORK LIMIT LINE TO CONSIST OF SILT FENCE &/OR HAYBALES, PER CONSERVATION AGENT DIRECTION. 14. ALL ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS OR STONE TRENCHES. 15. CONTRACTOR TO VERIFY SUITABILITY AND FEASIBILITY OF EXISTING ELECTRICAL SYSTEM TO ACCOMMODATE PROPOSED SEPTIC PUMP SYSTEM PRIOR TO INSTALLATION OF ANY COMPONENT. LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 70 PARCEL 79 LOCUS IS WITHIN FEMA FLOOD ZONE A7 EL 8 AND C AS SHOWN ON COMMUNITY PANEL #250015 0004 C DATED JUNE 17, 1986 LOCUS IS NOT WITHIN APD (ZONE II) TEST HOLE LOGS """Oor DANIEL JALA CIVIL % 8A. No. 46502 OJALA DATE DANIEL A. OJALA, P.E., P.L.S. 120" I 118_8' 132" 1 NO GROUNDWATER ENCOUNTERED 177 OF 17.3' 20 RIVER DRIVE SOUTH YARMOUTH. MA PREPARED FOR LEE & BARBARA TROUP JULY 25, 2008 REV. AUGUST 29, 2008 (CONS COMM) Scale: 1 "= 20' 0 10 20 30 40 50 FEET I - off 508-362-4541 fax 508-362-9880 downcape.com down cope engineering, Inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 .I ENGINEER: DAVID FLAHERTY, R.S., SE2755 WITNESS: AMY VON HONE, R.S., C.H.O. DATE: JULY 24, 2008 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS 4 ELEV. t� ELEV. 0" 28.8' 0" 28.3' ACCESS FOR ROUTINE MAINTENANCE A A MUST BE PROVIDED FOR ZABEL FILTER. LS LS INSTALLER MUST FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR 1OYR 3/2 1 OYR 3/2 PROPER FILTER INSTALLATION 10" 10" NOTE DOGAL RESE.RrE B B PROVIDED N PC ALARM AND CONTROL PANEL INV. IN 23.1• LS LS TO BE INSTALLED INSIDE' BUILDING. ALARM TO BE ON INV. IN 20.5• 1 OYR 4/6 1 OYR 4/6 SEPARATE CIRCUIT FROM PUMP 2' PRESSURE UNE 35" 25.9 3D" 25.8' ZABEL FILTER (A1oo) 1e TEE SLOPE TO V7AIN BACK WI FLOAT SWITCH ALARM ON OUTLET TEE W/EXTENSION SETTINGS: WEEP HOLE PUMP ON 1500 GAL MI . VALVE 5' WORKING RANGE 6" THIS SIDE OF BAFFLE MYERS SRM 4 C C SUBMERSIBLE 4/10 HP PUMP PERC PUMP OFF 12 SYSTEM (OR EQUAL) 4 DOSES PER DAY. AT 110 GAL. PER 000000 (ON BLOCK) 0000 MS MS �0000 00 DOSE (5" WORKING RANGE) E" BAFFLE 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION 2.5Y 6/4 2.5Y 6/4 (NOT TO SCALE) """Oor DANIEL JALA CIVIL % 8A. No. 46502 OJALA DATE DANIEL A. OJALA, P.E., P.L.S. 120" I 118_8' 132" 1 NO GROUNDWATER ENCOUNTERED 177 OF 17.3' 20 RIVER DRIVE SOUTH YARMOUTH. MA PREPARED FOR LEE & BARBARA TROUP JULY 25, 2008 REV. AUGUST 29, 2008 (CONS COMM) Scale: 1 "= 20' 0 10 20 30 40 50 FEET I - off 508-362-4541 fax 508-362-9880 downcape.com down cope engineering, Inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 .I