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Home My WebLink AboutEngineered Plan - 2002TOP FNDN, AT EL. 26.6' SYSTEM PROFILE ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO MINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM EL. 23.8' RUN PIPE LEVEL 2' DOUBLE WASHED PEASTONE\ 4 I WEE CL FOR FIRST 2' EXISTING10-0-9 GALLON GALLON SEPTIC TANK <H- 10 2�2. TEE 4-1 GAS 2 39 BAFFLE 23.39' �23. 1 ;6' 6' CRUSHED STONE OR MECHANICAL COMPACTION. 115,221 123) 0- 0\ I 02-086 TEST HOLE LOGS ENGINEER: RICK JUDD, RS WITNESS: AMY VON HONE, RS DATE- APRIL 17, 2002 3' MAX, PERC. RATE = < 2 MIN/INCH 23.58' CLASS I SOILS P# ELEV. FILL 28)w 4 B LFS 10YR 6/6 51 19.65' ALARM AND CONTROL PANEL USE ADJUSTED WATER AT EL. TO BE INSTALLED INSIDE , W/WI 18.58' (1/2 ADJUSTMENT) BUILDING. ALARM TO BE ON INV. IN 22,2' SEPARATE CIRCUIT FROM PUMP 1000 GAL. H-10 S/ 21 PRESSURE PIPE TO D'I--'IJX PERC C 700 . GAL.+ SLOP TO DRAIN FBACK TO PC FLOAT SWITCHALARM ON RESERVE '-,VEEP HOLE FS SETTINGSt PUMP ON ---CHECK VALVE OLD SALT LANE V7 LOCUS J 8T___ ANCIENT WAY LOCATION MAP NTS ASSESSORS MAP 140 PARCEL 3 WELL: SDW 252 ZONE: A ADJ: 2.1' VARIANCES REQUESTED UNDER MAX. FEASIBLE COMPLIANCE 15.405: 1 i REDUCTION IN GROUNDWATER SEPARATION, S' TO 4' lo: REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5') TOWN OF YARMOUTH REG 3.7: REDUCTION IN SETBACK, SAS TO WETLAND (100' TO 81') 4' WORKING RANGE ZOELLER 'WASTEMATE' 2.5Y 5/4 4' SUBMERSIBLE MODEL M282 112 HP PUMP 77)p PUMP OFF OBS WATER SYSTEM (OR EQUAL) 17,48' 6' CRUSHED STONE OR 1.7 COMPACTION PIMP 10",MP CHAMBER_ 15.32 (NOT TO SCALE) NOTES: WATERPROOF = 4 04 SEPTIC D_. -SIGN: (GARBAGE DISPOSER IS NOT ALLOWED I. DATUM IS APPROXIMATED FROM QUAD GPD2. MUNICIPAL WATER 1, EXiSTiNG 4 23 1 4,--- � 1, USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. f j'� - soEXISTING LEACH FACILITY IS IN AREA OF + 28 PROPOSED. REMOVE IN ITS ENTIRETY AND SEPTIC TANK., 330 GPD ( 2 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 REMOVE ALL CONTAMINATED SOILS S. PIPE JOINTS TO BE MADE WATERTIGHT, 777 sj, USE A 1000GALLON SEPTIC TANK (RE -USE EXIST) 7 6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS, LEACHING: ENVIRONMENTAL CODE TITLE V, -LOT 3123.4 PROVIDE APPROX. 44' OF 40 N/A 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT MIL LINER IN AREA SHOWN, 5' 14,395± SO, FT. + 24.Y OFF LEACH FACILITY. TOP AT SIDES, TO BE USED FOR ANY OTHER PURPOSE, z 24.9 4EL. 23.6! 30 x 15 (.74) I BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. 24.3 23.4 TOTAL- 450 S.F. 333 GPD 9. COMPONENTS NOT TO BE BACKFILLED DR CONCEALED WITHOUT 23.5 USE 2 ROWS OF 4 STANDARD INFILTRATORS EACH, INSPECTION 13Y BOARD OF HEALTH AND PERMISSION OBTAINED 25.9 FROM BOARD OF HEALTH. 25.4 "24, L=39.27 WITH 3' STONE AT SIDES, 3.3' BETWEEN ROWS AND 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING LEACH PIT + 4 R=25.00' 2.5' AT ENDS 11. ELECTRICAL PERMIT REQUIRED 25.E5,6 2 + 25.3 PR 12. WATER TEST D'BOX FOR LEVELNESS VENT BENCH MARK HYDRANT, ON TAG BOLT 4.6 26.6 RE -USE EXIST. #661 ELEVATION 25,0' BRICK 5.3 SEPTIC TANK + 25. 2:3.3 3.1 TITLE 5 SITE PLAN PATIO EXISTING 20. 20.1 DWELLING 14" SPRUCE 2 22.9 LEGEND OF 23 OLD SALT LANE PROPOSED SPOT ELEVATION IN THE TOWN OF: 9.3 10OX0 EXISTING SPOT ELEVATION YARMOUTH (PORT) 19.4 19.4F0 07 01) PROPOSED CONTOUR PREPARED FOR: MAUREEN DREWES Iry 9.9 9.6 100 EXISTING CONTOUR 0 2.0 20 20 40 60 if 19.8 /+ 21.8 BOARD OF HEALTH 0.0 A PROVED DATE ClAwe,4_1� , MA GSCALE: 1" 20' DATE-. APRIL 26, 2002 d(y 19.6 off 508-362-4541 fox 508 362-9880 [E C E 0 v E ID MAY 0 7 2002 5' REMOVAL OF UNSUIIAdLt SOIL OF kA Of 4 REQUIRED AROUND PERIMETER OF 6-y0wri Lope englneering, Inc, 21. &.6 LEACHING FACILITY, DOWN TO ARNE H. RNE HEALTH DEPT. SUITABLE SOIL LAYER. REPLACE OJAI-A H WITH CLEAN MED. SAND. CIVIL ENGINEERS CI . C.> L JA o. 26" 4G 211 No. 92 LAND SURVEYORS 939 main st, yarmouth, ma 02675 0 JA LA , P.L.S. DATE DEPTH OF FLOW = 4 t<=,<� <�, TEE SIZES: (--6% SLOPE) Y SLOPE) 3/4' TO 1 112' DOUBLE WASHE) STONE INLET DEPTH = 10" P OUTLET DEPTH = 14 FOUNDATION - EXIST- SEPTIC TANK- 3' PUMP D' BOX 8' EACHING ':ACILITY CHAMBER 9' 0- 0\ I 02-086 TEST HOLE LOGS ENGINEER: RICK JUDD, RS WITNESS: AMY VON HONE, RS DATE- APRIL 17, 2002 3' MAX, PERC. RATE = < 2 MIN/INCH 23.58' CLASS I SOILS P# ELEV. FILL 28)w 4 B LFS 10YR 6/6 51 19.65' ALARM AND CONTROL PANEL USE ADJUSTED WATER AT EL. TO BE INSTALLED INSIDE , W/WI 18.58' (1/2 ADJUSTMENT) BUILDING. ALARM TO BE ON INV. IN 22,2' SEPARATE CIRCUIT FROM PUMP 1000 GAL. H-10 S/ 21 PRESSURE PIPE TO D'I--'IJX PERC C 700 . GAL.+ SLOP TO DRAIN FBACK TO PC FLOAT SWITCHALARM ON RESERVE '-,VEEP HOLE FS SETTINGSt PUMP ON ---CHECK VALVE OLD SALT LANE V7 LOCUS J 8T___ ANCIENT WAY LOCATION MAP NTS ASSESSORS MAP 140 PARCEL 3 WELL: SDW 252 ZONE: A ADJ: 2.1' VARIANCES REQUESTED UNDER MAX. FEASIBLE COMPLIANCE 15.405: 1 i REDUCTION IN GROUNDWATER SEPARATION, S' TO 4' lo: REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5') TOWN OF YARMOUTH REG 3.7: REDUCTION IN SETBACK, SAS TO WETLAND (100' TO 81') 4' WORKING RANGE ZOELLER 'WASTEMATE' 2.5Y 5/4 4' SUBMERSIBLE MODEL M282 112 HP PUMP 77)p PUMP OFF OBS WATER SYSTEM (OR EQUAL) 17,48' 6' CRUSHED STONE OR 1.7 COMPACTION PIMP 10",MP CHAMBER_ 15.32 (NOT TO SCALE) NOTES: WATERPROOF = 4 04 SEPTIC D_. -SIGN: (GARBAGE DISPOSER IS NOT ALLOWED I. DATUM IS APPROXIMATED FROM QUAD GPD2. MUNICIPAL WATER 1, EXiSTiNG 4 23 1 4,--- � 1, USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. f j'� - soEXISTING LEACH FACILITY IS IN AREA OF + 28 PROPOSED. REMOVE IN ITS ENTIRETY AND SEPTIC TANK., 330 GPD ( 2 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 REMOVE ALL CONTAMINATED SOILS S. PIPE JOINTS TO BE MADE WATERTIGHT, 777 sj, USE A 1000GALLON SEPTIC TANK (RE -USE EXIST) 7 6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS, LEACHING: ENVIRONMENTAL CODE TITLE V, -LOT 3123.4 PROVIDE APPROX. 44' OF 40 N/A 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT MIL LINER IN AREA SHOWN, 5' 14,395± SO, FT. + 24.Y OFF LEACH FACILITY. TOP AT SIDES, TO BE USED FOR ANY OTHER PURPOSE, z 24.9 4EL. 23.6! 30 x 15 (.74) I BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. 24.3 23.4 TOTAL- 450 S.F. 333 GPD 9. COMPONENTS NOT TO BE BACKFILLED DR CONCEALED WITHOUT 23.5 USE 2 ROWS OF 4 STANDARD INFILTRATORS EACH, INSPECTION 13Y BOARD OF HEALTH AND PERMISSION OBTAINED 25.9 FROM BOARD OF HEALTH. 25.4 "24, L=39.27 WITH 3' STONE AT SIDES, 3.3' BETWEEN ROWS AND 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING LEACH PIT + 4 R=25.00' 2.5' AT ENDS 11. ELECTRICAL PERMIT REQUIRED 25.E5,6 2 + 25.3 PR 12. WATER TEST D'BOX FOR LEVELNESS VENT BENCH MARK HYDRANT, ON TAG BOLT 4.6 26.6 RE -USE EXIST. #661 ELEVATION 25,0' BRICK 5.3 SEPTIC TANK + 25. 2:3.3 3.1 TITLE 5 SITE PLAN PATIO EXISTING 20. 20.1 DWELLING 14" SPRUCE 2 22.9 LEGEND OF 23 OLD SALT LANE PROPOSED SPOT ELEVATION IN THE TOWN OF: 9.3 10OX0 EXISTING SPOT ELEVATION YARMOUTH (PORT) 19.4 19.4F0 07 01) PROPOSED CONTOUR PREPARED FOR: MAUREEN DREWES Iry 9.9 9.6 100 EXISTING CONTOUR 0 2.0 20 20 40 60 if 19.8 /+ 21.8 BOARD OF HEALTH 0.0 A PROVED DATE ClAwe,4_1� , MA GSCALE: 1" 20' DATE-. APRIL 26, 2002 d(y 19.6 off 508-362-4541 fox 508 362-9880 [E C E 0 v E ID MAY 0 7 2002 5' REMOVAL OF UNSUIIAdLt SOIL OF kA Of 4 REQUIRED AROUND PERIMETER OF 6-y0wri Lope englneering, Inc, 21. &.6 LEACHING FACILITY, DOWN TO ARNE H. RNE HEALTH DEPT. SUITABLE SOIL LAYER. REPLACE OJAI-A H WITH CLEAN MED. SAND. CIVIL ENGINEERS CI . C.> L JA o. 26" 4G 211 No. 92 LAND SURVEYORS 939 main st, yarmouth, ma 02675 0 JA LA , P.L.S. DATE