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HomeMy WebLinkAbout83-2010 - Site Plan - ApprovedALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. NOTES TO OWNER: 1. SYSTEM IS FOR DISPOSAL OF SANITARY SEWAGE ONLY. KITCHEN GREASE SHOULD BE PUT IN THE TRASH. 2. SEASONAL USE --IF POWER IS TO BE SHUT OFF IN WINTER REMOVE THE HYDRAULIC UNIT (DISCONNECT AT UNIONS) FROM THE HYDRAULIC UNIT BOX. 3. OPERATION AND MAINTENANCE AGREEMENT --OWNER MUST AT ALL TIMES RETAIN A PERSON OR FIRM COMPETENT TO OPERATE AND MAINTAIN SYSTEM. THIS FIRM/PERSON TO INSPECT SYSTEM EVERY 6 MONTHS AND ANYTIME THERE IS AN ALARM EVENT. 4. OWNER TO PROVIDE ANY PROPOSED BUYER OF PROPERTY WITH A COPY OF DEPARTMENT OF ENVIRONMENTAL PROTECTION CERTIFICATE FOR GENERAL USE FOR THE PERC-RITE DRIP DISPERSAL SYSTEM. (www.moss.gov/dep) 5. IRRIGATION SYSTEMS NOT ALLOWED IN AREAS WHERE DRIP TUBING IS INSTALLED. WALL CROSS SECTION SCALE: 1"=2' PROPOSED TOP WALL=6.8 NEAR LEACHING AND TANKS TAPER NEAR ENDS UNILOCK CONCORD OR ROMAN WALLS PER MANUFACTURER SET EACH BLOCK BACK 3/4" TOWARDS RETAINED SOIL FOR AN UNBALANCED SOIL HEIGHT UP TO 4 FEET. GROUND VARIES FROM 4.0 TO 4.2 USE A MINIMUM OF ONE BLOCK COURSE BELOW GRADE COMPACTED GRANDULAR BASE 22" WIDE & 8" DEEP Float Tree 10" cover - M�mm COPING 2' 8" X 6" 14" INTERLOCKING BLOCKS Check Valve BENCH MARK --MAG. NAIL SET IN PAVEMENT- 4.51 NAVD88 V 4136 , 4.2 } PROPOSED SWALE }} 1 i � 1 OLD HOUSE TO 11 BE REMOVED - 70.3' W EXISTING HOUSE PROPOSED UNILOCK BLOCK WALL --SEE CROSS SECTION N0. 28 •,15' X 40' LEACHING BED •i. WITH 480 L.F. OF DRIP TUBBING 4.3 12 ROWS SPACED AT 1.25' BETWEEN ROWS. 24.0' `o 3.8z 77.26' N 53,8'30" E PROPOSED SWALE 2' OFF WALL TO KEEP WATER FROM :4 - 4.09 FLOWING TO NEIGHBORS. -6:3- � 1 ` 4.12 ,� HB 1 N/F 7.3 (not t ------��.981 _. 1/�� _ - �� __ Aloe • KIRWIN rn o ss. D Jl OPOSEO'4:' 0 '0 PROP PR���-((���112'2 q Lo BENCH MARK--N.E. CORNER OF } -1 O 7X3 ? rl�+"SE � � I 6. 22,0 CONC. UTILITY PAD= 5.27 NAVD88 } a< q/ STa33N,� 1 1144 tS.F• 1 °1:; 1 , 1 1 P�RK G I ::} r _ J 4 6 �1'.c.34 1 T 1 t 1 • ,4.35 _... , �:.::::...... _ r-� ---- 1 24.5 x6.7 --------- 1� 0241 -_--_- 4.15�v IOZ 1, +1 1 } 13')(46' 1 2 454 .. 'IN 6 (fi44SFIR OF DRIP TUBE) 4 _J v 11 '1 over to Grade �,� 44, �,D' ------ LO , 7571±S.F. Quick Disconnect/ 82.28' , 4 Union i S 83'18'30" `N z a32 Gate Valve 5.27 a18 4,891, --053- ioi1 1 2" Supply Line �8 --4-'m '"�'� 453 ORENCO'12" NATURAL GRADE AT STREET=4.9 5.14 R48..SCREENED DOH PUMP VAULT . 5.16 (PVU68-1819) 5,42 PUMP SIZED & SUPPLIED BY OAKSON, INC. ZONING DISTRICT: R25 TO SERVE DRIP DISPERSAL • 5.33 FRONT YARD 24.25'* BED SIDE YARD 15' PROPOSED MONOLITHIC TWO COMPARTMENT H-10 2000 GALLON SHOREY SEPTIC TANK BIOTUDE FILTER SECOND COMPARTMENT TO BE 500 GALLON WITH WATERPROOFING MONOLITHIC 2000 GAL. H-10 SEPTIC TANK & CHAMBER WEIGHT OF EMPTY TANK AND 10" OF COVER TANK= 11.44 TON (PER SHOREY) 10" COVER=.83' X 6.83' X 12.83' X 0.055 TON/CU. FT. 10" COVER=4.00 TON TOTAL= 11.44 TON + 4.00 TON = 15.44 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN (3.1 -0.59) X 6.83' X 12.83' X 0.0312 TON/CU. FT. WEIGHT WATER= 6.86 TON TANK AND 10" COVER ARE HEAVIER BY 8.6 TON. LEGEND TH 1 TEST HOLE LOCATION, NUMBER -P W- PROPOSED WATER LINE EXISTING WATER LINE MARKINGS 9.5 x7.2 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR _8_-... PROPOSED CONTOUR E EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) REVISED 1 /30/15-==S4ffff ONE ONLY--SWALE REVISED '1/15/15 =SHEET ONE-ONLY-SWALE -ADDED HIGH POINT IN I..,..,, -, **FINISHED GRADE=4' MIN. ABOVE BOTTOM FOOTING SPECIAL NOTES: 1. EXISTING TWO BEDROOM DWELLING (NOT SHOWN) IS TO BE REMOVED. 2. LOCUS IS IN AN AE (11) FLOOD ZONE 3. GROUND FLOOR TO BE AT GRADE OR ABOVE AND STORAGE ONLY. 4. GUTTERS TO RUN TO DRY WELLS, OR USE A STONE DRIP TRENCH. SIDE YARD 15 *203.5 (1)--24.0 + 24.5/2=24.25' 25% LOT COVERAGE= 1892 S.F. EXISTING HOUSE [: N0. 50 ,59 LANE INSPECTION SCHEDULE 1. R.J. CADILLAC TO STAKE LOT LINE ADJACENT TO PROPOSED BLOCK WALL. 2. CALL R.J. CADILLAC TO INSPECT SYSTEM PRIOR TO BACKFILL. JOB NO. Y14-22 NOTES Perkow2.dwg 1. LOCUS IS A.M. 15, PARCELS 9. F830/20 SB13/52 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON RM 21 AND VERTCOM. 3. LOCUS IS IN FLOOD ZONE AE (EL.11) ON FIRM PANEL 0588J DATED JULY 16, 2014. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS TO GRADE --1 OVER PUMP AND 1 ON HYDRAULIC UNIT. 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 2' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE DATES: 11/13/13 & 06/13/14 PERFORMED BY: Steve Haas & Ron Cadillac WITNESSED BY: Amy Von Hone, RS, MPH PERC RATE: <2'-00"/inch (C & B layers) SOIL SURVEY(1993): Deerfield loamy fine sand 6 Smart Vents GEOLOGIC MAP(1986): Harwich outwash plain deposits Within 12" of grade Or Equal PERC-RITE DRIP DISPERSAL Invert 5.69 lCover to Grade 15' X 40' LEACH AREA Proposed /(See Sheet 2) Manifolds above 7'05 MIN. jH(YDRAULIC UN7.3 (not over) IT See Sheet 2) JDrip tubes � Ii to Insulate 6" ■ TEST HOLE 1 (S. HAAS --11/13/13) DEPTH (inches) ELEV.(feet) 0 3.95 A toyer 10yr 3/2 g,. canny sand B layer 10yr 5/6 loamy sand 18" 2.45 U C layer 10yr 5/8 32 a medium sand 40" --observed water - 0.6 4' DEEP IMPERVIOUS 0 BARRIER --125 L.F. OF FOUNDATION DESIGN 40 MIL POLYETHYLENE `D 84" (MILLER BREAKOUT**) -3.05 BY OTHERS OR EQUAL --TOP BAR- I Q N/F RIER=6.6, GRADE ABOVE JENKINS =7.0 Top of Wasteflow Dripline set level ** BARRIER IS STIFF d & OBTAINABLE FROM Filter Dripliof set level - MILLER ENVIRONMENTAL J 508-697-3710. Supply Line EXISTING HOUSE PROPOSED UNILOCK BLOCK WALL --SEE CROSS SECTION N0. 28 •,15' X 40' LEACHING BED •i. WITH 480 L.F. OF DRIP TUBBING 4.3 12 ROWS SPACED AT 1.25' BETWEEN ROWS. 24.0' `o 3.8z 77.26' N 53,8'30" E PROPOSED SWALE 2' OFF WALL TO KEEP WATER FROM :4 - 4.09 FLOWING TO NEIGHBORS. -6:3- � 1 ` 4.12 ,� HB 1 N/F 7.3 (not t ------��.981 _. 1/�� _ - �� __ Aloe • KIRWIN rn o ss. D Jl OPOSEO'4:' 0 '0 PROP PR���-((���112'2 q Lo BENCH MARK--N.E. CORNER OF } -1 O 7X3 ? rl�+"SE � � I 6. 22,0 CONC. UTILITY PAD= 5.27 NAVD88 } a< q/ STa33N,� 1 1144 tS.F• 1 °1:; 1 , 1 1 P�RK G I ::} r _ J 4 6 �1'.c.34 1 T 1 t 1 • ,4.35 _... , �:.::::...... _ r-� ---- 1 24.5 x6.7 --------- 1� 0241 -_--_- 4.15�v IOZ 1, +1 1 } 13')(46' 1 2 454 .. 'IN 6 (fi44SFIR OF DRIP TUBE) 4 _J v 11 '1 over to Grade �,� 44, �,D' ------ LO , 7571±S.F. Quick Disconnect/ 82.28' , 4 Union i S 83'18'30" `N z a32 Gate Valve 5.27 a18 4,891, --053- ioi1 1 2" Supply Line �8 --4-'m '"�'� 453 ORENCO'12" NATURAL GRADE AT STREET=4.9 5.14 R48..SCREENED DOH PUMP VAULT . 5.16 (PVU68-1819) 5,42 PUMP SIZED & SUPPLIED BY OAKSON, INC. ZONING DISTRICT: R25 TO SERVE DRIP DISPERSAL • 5.33 FRONT YARD 24.25'* BED SIDE YARD 15' PROPOSED MONOLITHIC TWO COMPARTMENT H-10 2000 GALLON SHOREY SEPTIC TANK BIOTUDE FILTER SECOND COMPARTMENT TO BE 500 GALLON WITH WATERPROOFING MONOLITHIC 2000 GAL. H-10 SEPTIC TANK & CHAMBER WEIGHT OF EMPTY TANK AND 10" OF COVER TANK= 11.44 TON (PER SHOREY) 10" COVER=.83' X 6.83' X 12.83' X 0.055 TON/CU. FT. 10" COVER=4.00 TON TOTAL= 11.44 TON + 4.00 TON = 15.44 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN (3.1 -0.59) X 6.83' X 12.83' X 0.0312 TON/CU. FT. WEIGHT WATER= 6.86 TON TANK AND 10" COVER ARE HEAVIER BY 8.6 TON. LEGEND TH 1 TEST HOLE LOCATION, NUMBER -P W- PROPOSED WATER LINE EXISTING WATER LINE MARKINGS 9.5 x7.2 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR _8_-... PROPOSED CONTOUR E EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) REVISED 1 /30/15-==S4ffff ONE ONLY--SWALE REVISED '1/15/15 =SHEET ONE-ONLY-SWALE -ADDED HIGH POINT IN I..,..,, -, **FINISHED GRADE=4' MIN. ABOVE BOTTOM FOOTING SPECIAL NOTES: 1. EXISTING TWO BEDROOM DWELLING (NOT SHOWN) IS TO BE REMOVED. 2. LOCUS IS IN AN AE (11) FLOOD ZONE 3. GROUND FLOOR TO BE AT GRADE OR ABOVE AND STORAGE ONLY. 4. GUTTERS TO RUN TO DRY WELLS, OR USE A STONE DRIP TRENCH. SIDE YARD 15 *203.5 (1)--24.0 + 24.5/2=24.25' 25% LOT COVERAGE= 1892 S.F. EXISTING HOUSE [: N0. 50 ,59 LANE INSPECTION SCHEDULE 1. R.J. CADILLAC TO STAKE LOT LINE ADJACENT TO PROPOSED BLOCK WALL. 2. CALL R.J. CADILLAC TO INSPECT SYSTEM PRIOR TO BACKFILL. JOB NO. Y14-22 NOTES Perkow2.dwg 1. LOCUS IS A.M. 15, PARCELS 9. F830/20 SB13/52 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON RM 21 AND VERTCOM. 3. LOCUS IS IN FLOOD ZONE AE (EL.11) ON FIRM PANEL 0588J DATED JULY 16, 2014. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS TO GRADE --1 OVER PUMP AND 1 ON HYDRAULIC UNIT. 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 2' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE DATES: 11/13/13 & 06/13/14 PERFORMED BY: Steve Haas & Ron Cadillac WITNESSED BY: Amy Von Hone, RS, MPH PERC RATE: <2'-00"/inch (C & B layers) SOIL SURVEY(1993): Deerfield loamy fine sand 6 Smart Vents GEOLOGIC MAP(1986): Harwich outwash plain deposits Within 12" of grade Or Equal PERC-RITE DRIP DISPERSAL Invert 5.69 lCover to Grade 15' X 40' LEACH AREA Proposed /(See Sheet 2) Manifolds above 7'05 MIN. jH(YDRAULIC UN7.3 (not over) IT See Sheet 2) JDrip tubes � Ii to Insulate 6" ■ TEST HOLE 1 (S. HAAS --11/13/13) DEPTH (inches) ELEV.(feet) 0 3.95 A toyer 10yr 3/2 g,. canny sand B layer 10yr 5/6 loamy sand 18" 2.45 U C layer 10yr 5/8 32 a medium sand 40" --observed water - 0.6 OAKSON RESPONSIBLE FOR PROVIDING PUMP AND SIZING PUMP TO CONDITIONS SHOWN. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. .}..... �4OF MAS ..ZH OF MqS` RONALD JAMES CADILLAC # 1060 HEALTH AGENT APPROVAL WIN SITE PLAN FOR SANDRA PERKOW LOT 9A, 46 DOHERTY LANE, WEST YARMOUTH, MA DECEMBER 3, 2014 SCALE: 1 ff=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2014 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 2 h \ f-�t'1 - /i a R J 1r✓v - 1 1/2" ,6'5 FOUNDATION DESIGN Invert 5.17 See Detail Floats ' 84" -3.05 BY OTHERS Proposed Pump 6.55 5' Bottom of wasteflow Top of Wasteflow Dripline set level Bottom 0.59 Prop Mono Filter Dripliof set level HAND BORING 1 Two Corn artmt Supply Line & MONITORING WELL **2.5 Proposed H-10 2000 Gal Septic Tank Return Line (Below frost line) Highest Monitoring Well reading=1.5 (06/13/14) w/Waterproofing DEPTH (inches) ELEV.(feet) 26' � Bictube ProPak �1, �4 1 0 A layer 10yr 3/4 3.95 Pump Sy=_temloamy g" sand 3.3 DESIGN DATAB layer 10yr 5/8 LEACH AREA 26' a loamy sand BEDROOMS: 4 USE 480 LINEAR FEET OF PERC-RITE 1/2" DRIP 27 30" hhest monitormy_ 1.7 1.5 GARBAGE GRINDER: No TUBING SET LEVEL AND 1.25 ON CENTER USING 1 ZONE, well readpm REQUIRED CAPACITY: REQUIRED 440 GPD WITH 2 LATERALS WITH 6 RUNS PER LATERAL SET IN PROPOSED SEPTIC TANK/PUMP: 2000 GAL. A 15' X 40' SAND MOUND. SEE DETAIL ON SHEET 2. BOTTOM AREA: 600 SF C layer 10yr 6/6 DESIGN CAPACITY: 444 GPD PROPOSED 2' REMOVAL medium sand [(60CSF) X .74 GoD/SF] DO 2' REMOVAL ALL AROUND AND UNDER OF A LAYER 600 SF/2=300 LF NEEDED -DEP REQUIRES 400 LF ONLY. 63" -1.3 USE 12-40' TUBES=480 LF--SPACING=15'/12=1.25' SET 1ST ROW IN 1.25'/2=0.625" (7 112") FROM EDGE OF LEACHING BED. 4' DEEP IMPERVIOUS BARRIER SEPTIC/PUMP CHAMBER STORAGE CAPACITY: 440 GAL. PROVIDE IMPERVIOUS BARRIER, AS SHOWN, ALL AROUND TIMED DOSES: (SEE SHEET 2) 2' REMOVAL. OAKSON RESPONSIBLE FOR PROVIDING PUMP AND SIZING PUMP TO CONDITIONS SHOWN. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. .}..... �4OF MAS ..ZH OF MqS` RONALD JAMES CADILLAC # 1060 HEALTH AGENT APPROVAL WIN SITE PLAN FOR SANDRA PERKOW LOT 9A, 46 DOHERTY LANE, WEST YARMOUTH, MA DECEMBER 3, 2014 SCALE: 1 ff=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2014 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 2 h \ f-�t'1 - /i a R J 1r✓v