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Home My WebLink About38 Canterberry Road - Site & Sewage Disposal Plant .) ALI CONSTRUCTION 5HALL CONFORM TO THE STATE EN VIKUNMEN I AL wuL. TITLE5. AND THE REQUIREMENT5 OF THE LOCAL BOARD OF HEALTH. 2,) SEPTIC TANK(5). GREASE TitAP(5). D05LNG CHAMBER5(S) AND D15TRIBUTION .. "BOX(FS) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY . COMPACTED. OR ON A 6 INCH CRUSHED STONE BASE. 3J 5EPTIC TANKS) SHALL MEET A51M STANDARD C 1127-93 AND SHALL HAVE , AT LEA5TTHREE 20, DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT TOM DF THE SEPTIC TANK TO THE FLOW UNE SHALL BE 480. I I:JI ❑VIE. C: LLaYV-c - I I- DEPRT QOM SOIL .... SOIL SURFACE HORIZON TEXTURE SD .. CNCHF5) : `..(UA) ., . SOtt (MUN5 r MUN56-) 501E OTHER MOMOTTLING- .. 0 ORGANIC NE 13 LOAMY FINt n6ND I MT, GM NONE N 15',30 3GM-1241 ED 6 N ,- e 2 IL , OYR Q3 NONE 1t ET TDMDEES SHALL DD A MINIMUM Of 6' "A 1 nFFn nnr. lRAP979 CERT # 104733 1 4.) SCHEDUtf 40 PVC INLET AND O ABOVE THE FLOW UNE Of THE SEPTIC TANK AND SHALL BE INSTALLED ON THE CENTERUNE OF,THE TANK DIRECTLY UNDER 7F1E CLEANOUT MANHOLE' ' 5.f RAISE COVERS OP THE 5EPTIC TANK AND DL5TRLBUTICN! BOX WITH PRECAST CONCRETE WATER TIGHT RT5ERS OVER INLET AND OUTLET TEES TO WITHIN 6' OF F NL5H GRADE. G.) PIPING SMALL CON515T OF 4.5CHEDULE 40 PVC OR EQUIVALDJT. PIPE SHALL F NOT 1f55 THAN I % BE LAID ON A MINIMUM CONTINUOUS GRADE O UNES FOR SOIL ABSORPTION SYSTEM (AS REauIRED) SHALL BE DATE OF TESTING: ':01/14/04 \ ,� �N\dei ac r wTING S . 7.) DISTRIBUTION PERCOLATION RATE: LE55 THAN 5 MINRNCH IN •C I • LAYER ji �� V`I .ILS4 TING SPOT GRADE " 4' DIAMETER SChLEDUIf 40 PVC WD AT 0.005 FT/FT. UNE SHALL BE CAPPED W(TNF55LiI BY. MATTHEW T-PAP.RELL, E[T. BENNETT 3 ORELLLY, INC. j(L+ - AT END OR A5 NOTED. DAVE FLAHERTY. AGENT.: YARMOUTH HEALTH DEPARTMENT OM A . .: .• - 53. " - 24x5. PROPOSED SPOT GRADE iSTR BLJTION BOX SHALL REMAIN LEVEL AT LEAST NO WATER ENCOUNTERED G�Z `P f N SJ OUftt7PiPiS FROM D 5 1 48 - _ WATER SERVICE LM UNE w 2' BEFORE PITCHLNG TO 501L AESORPTION 5YSTEM, ' WATER TEST DISTRIBUTION USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. RQF,36 S BOX 70 ASSURE EVEN DISTRIBUTION. -: ;. - ' Vii• - - -o OVERHEADUTILf1Y5ERVICE J u UNDERGROUND UTIUIYSERVICE 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6' MEASURED BELOW QA v -- THE OUTLET INVERT. »� « w �3 / .. - .' r •_ - .• .B.vl• l ,- <,. GAS SERVICE UNE e ! D.) BASE AGGREGATE FOR THE LEACHING FACILITY 5HALL CONSIST O�3/4 TO - 3. SDS 5T SEPTIC TANK ORl NG LOCATION, 1:112' DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE / NQNrn i 3 ' INSTALLED BELOW THE CROWN OF THE D15TRIBLJiION UNE TO Tl1EBOTTOM OF THE Dom;. - / DB DISTRIBUTION BOX _ (, SOIL ABSOPJ'TION SYSTEM. BASE AGGREGATE 5HALLBE COVERED WITH A 2' Q I D LAYER OF. I/8' TO 1/2' DOUBif WASHED STONE FREE OF IRON.'P9NE5'AND DUST. W 2 •.. , k„ 6 '� SAS : 50(L ABSORPTION SYSTEM Reserve RESERVE"FOR FUTURE ( 1 1-J VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; � ' � • - ' . s -'Qy 5 L 'WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAY5. PARKING AREAS. - - CQa UTILITY LE MATMAh OR WnEN I'RF55URE DOSED. w �� . G mht , ® ` TURNING AREAS OR OTHER IMPERVIOUS - 2 o e.eo G�pGf J n 46 t 2J SOIL ABSORPTION SSTEM SHAL- BE COVERED WITH A MINIMUM OF 9' Of f0 1WELL � CATCH BASIN • > »a �p w. CLEAN MEDIUM SAND (D(CLIJDINGTOPSOIL). v I PORCh T50.0 XL FIRE HYDRANT t� Cn s I "i 1� ® DRAINAGE MANHOLE 13.)FINISH GRADE SHALL BE A MAXIMUM OF 36' OVER THE TOP OF ALL SYSTEM 3� COMPONEMS.JNCIl10tNG THE SEPTIC TANK. DISTRIBUTION BOX. DOSING CHAMBER - - A `� '3�,� Fii ` :-�� ^ ,' , ■ CONCRETE BOUND, FOUND AND SOIL ABSORPTION SYSTEM. 5EPLIC TANKS SHALL HAVE A MINIMUM COVER N - : , , 9C°� p 5 5�2` ,..� -" � • - � o � i � TOP OF BANK 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION 5N5TEM UNTIL or 91. S' ` ••- LIMIT OF WORK 5 . s .:RECEIPT OF A CERTIFICATE OF COMPLIANCE. THE PERIMETER OF THE SOIL AB50RP- _ B y 53. _ . xia 50' O ��,�� ...1 �' >� I TION SYSTEM 51JALL Be STAKED AND MACGED TO PREVENT THE USE OF SUCH $Eptu� !IG \: 0 , AB e A . was l / D'N .5\,i) li� .ia ea •� EDGE OF CLEARING ARTA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. • �� 1agOX ' 15.) THE BOARD OF HEALTH SMALL REQUIRE INSPECTION OF ALL CONSTRUCTION SOP r i BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF V15 SNSTEM RE- LOT 54 "`•� 1 ` i`I:II4;. 2�•E I / QUIRES A VARIM, AND MAY REC9JIRE SUCH PERSON TO CERTIFY M WRITING PLAN V I EN/ 25.7 b _ .......e. uAm Accu IYT.API FTM IN ACCORDANCE WITH THE TERMS OF THE Area 15 280 5F± i 46.E (3dmm) N r eel .w.to 4 �„ Y WW_:r& - •way ./. . Cable Q . . Ped.. -Z_ 0 r ->a L 46 ZONING TABLE t Anne O RESIDENTIAL P40 { ,2` )3' 5ETBACK5: - - FRONT YARD - 30' . t ». - - <.. ` / SIDE YARD - 2 4.- REAR YARD - 2d � » MAXIMUM BUILDING COVERAGE - 25% J • nee / BUILDING COVERAGE PROPOSED - 13% I PLOW PROFILEPLAN NOT TO SCALE29 63 ' ' _ SCALE f e=2(Y i THIS AREA 15 SERVED - 24' DIAMETER CONCRETE COVERS 1 , TOP OF FOUNDATION - _ . RAISED TO WITHIN 1' OF FINISH BY TOWN WATER.:. > EL1151.0 GRADE (OR AS NOTED) - - 1 P EL- 48.2 P d EL=47.8 (max) P EL=46.0-47.75 (max) - j, ,� ` eENCHMARK_ Mr. and Mrs. JamC5 O'Leary \�\� '� \'` .. - - Topof Concrete Bound _ 36' Prorowd EL- 47.39 (Assumed datum) 144 Randall Street, N. Easton. MA -02356 46.9 44.75 (9' Min - 36' Max) 46 2•LAYER dF tom•- 112* STONE rs"°FAt. 51TE � 5EWAGE D15POSAL 5YSTEM 47.00 45.5 10 14' 45.50 in / 3/4'- 1-1/2. STONE VREINLI7 38 Canterbury Road, Yarmouthport, MA CML 3•..: I- 44.32 44.15 �- _N m- 40' ! r DROP 1. BENNETT A Q REILLY, ' Inc. GAS BAFftE 42.00 H - _�-•--� �{wF` =� Engineering. Environmental and Surveying Seraleea - USETHREE SMOREY FRECA5T +I N O 500 GALLON 1EA01 CHAMBERS '4 � -V, IVT` ' V , - � EL - 37.+ 8_ 1879 Ye1n Street -Route BA Longest Ru WITH 4' OF STONE AROUND -- - Batton of C I layer in Tat Hole A2 - - P.O. Hoz 1887 _ 13' (END VIEW) EL - 36.2± O. 20 40 (508)896-6890 Office 8reweter. HA 0269Y (808)898-4887 Yax 1500 GALLON 05-5 LEACHING CHAMBER Bottom of '^Test Hole N2 DATE: scALE: BN: p1ECK JOB NUMBER: SEPTIC TANK D -SOX 33.5'x 12.153'x 2.00 SCALE V=20 03/24/04 As Noted LICA .. JMO 8003-3923 H-20 A �"2- r i BE LAID ON A MINIMUM CONTINUOUS GRADE O UNES FOR SOIL ABSORPTION SYSTEM (AS REauIRED) SHALL BE DATE OF TESTING: ':01/14/04 \ ,� �N\dei ac r wTING S . 7.) DISTRIBUTION PERCOLATION RATE: LE55 THAN 5 MINRNCH IN •C I • LAYER ji �� V`I .ILS4 TING SPOT GRADE " 4' DIAMETER SChLEDUIf 40 PVC WD AT 0.005 FT/FT. UNE SHALL BE CAPPED W(TNF55LiI BY. MATTHEW T-PAP.RELL, E[T. BENNETT 3 ORELLLY, INC. j(L+ - AT END OR A5 NOTED. DAVE FLAHERTY. AGENT.: YARMOUTH HEALTH DEPARTMENT OM A . .: .• - 53. " - 24x5. PROPOSED SPOT GRADE iSTR BLJTION BOX SHALL REMAIN LEVEL AT LEAST NO WATER ENCOUNTERED G�Z `P f N SJ OUftt7PiPiS FROM D 5 1 48 - _ WATER SERVICE LM UNE w 2' BEFORE PITCHLNG TO 501L AESORPTION 5YSTEM, ' WATER TEST DISTRIBUTION USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. RQF,36 S BOX 70 ASSURE EVEN DISTRIBUTION. -: ;. - ' Vii• - - -o OVERHEADUTILf1Y5ERVICE J u UNDERGROUND UTIUIYSERVICE 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6' MEASURED BELOW QA v -- THE OUTLET INVERT. »� « w �3 / .. - .' r •_ - .• .B.vl• l ,- <,. GAS SERVICE UNE e ! D.) BASE AGGREGATE FOR THE LEACHING FACILITY 5HALL CONSIST O�3/4 TO - 3. SDS 5T SEPTIC TANK ORl NG LOCATION, 1:112' DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE / NQNrn i 3 ' INSTALLED BELOW THE CROWN OF THE D15TRIBLJiION UNE TO Tl1EBOTTOM OF THE Dom;. - / DB DISTRIBUTION BOX _ (, SOIL ABSOPJ'TION SYSTEM. BASE AGGREGATE 5HALLBE COVERED WITH A 2' Q I D LAYER OF. I/8' TO 1/2' DOUBif WASHED STONE FREE OF IRON.'P9NE5'AND DUST. W 2 •.. , k„ 6 '� SAS : 50(L ABSORPTION SYSTEM Reserve RESERVE"FOR FUTURE ( 1 1-J VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; � ' � • - ' . s -'Qy 5 L 'WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAY5. PARKING AREAS. - - CQa UTILITY LE MATMAh OR WnEN I'RF55URE DOSED. w �� . G mht , ® ` TURNING AREAS OR OTHER IMPERVIOUS - 2 o e.eo G�pGf J n 46 t 2J SOIL ABSORPTION SSTEM SHAL- BE COVERED WITH A MINIMUM OF 9' Of f0 1WELL � CATCH BASIN • > »a �p w. CLEAN MEDIUM SAND (D(CLIJDINGTOPSOIL). v I PORCh T50.0 XL FIRE HYDRANT t� Cn s I "i 1� ® DRAINAGE MANHOLE 13.)FINISH GRADE SHALL BE A MAXIMUM OF 36' OVER THE TOP OF ALL SYSTEM 3� COMPONEMS.JNCIl10tNG THE SEPTIC TANK. DISTRIBUTION BOX. DOSING CHAMBER - - A `� '3�,� Fii ` :-�� ^ ,' , ■ CONCRETE BOUND, FOUND AND SOIL ABSORPTION SYSTEM. 5EPLIC TANKS SHALL HAVE A MINIMUM COVER N - : , , 9C°� p 5 5�2` ,..� -" � • - � o � i � TOP OF BANK 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION 5N5TEM UNTIL or 91. S' ` ••- LIMIT OF WORK 5 . s .:RECEIPT OF A CERTIFICATE OF COMPLIANCE. THE PERIMETER OF THE SOIL AB50RP- _ B y 53. _ . xia 50' O ��,�� ...1 �' >� I TION SYSTEM 51JALL Be STAKED AND MACGED TO PREVENT THE USE OF SUCH $Eptu� !IG \: 0 , AB e A . was l / D'N .5\,i) li� .ia ea •� EDGE OF CLEARING ARTA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. • �� 1agOX ' 15.) THE BOARD OF HEALTH SMALL REQUIRE INSPECTION OF ALL CONSTRUCTION SOP r i BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF V15 SNSTEM RE- LOT 54 "`•� 1 ` i`I:II4;. 2�•E I / QUIRES A VARIM, AND MAY REC9JIRE SUCH PERSON TO CERTIFY M WRITING PLAN V I EN/ 25.7 b _ .......e. uAm Accu IYT.API FTM IN ACCORDANCE WITH THE TERMS OF THE Area 15 280 5F± i 46.E (3dmm) N r eel .w.to 4 �„ Y WW_:r& - •way ./. . Cable Q . . Ped.. -Z_ 0 r ->a L 46 ZONING TABLE t Anne O RESIDENTIAL P40 { ,2` )3' 5ETBACK5: - - FRONT YARD - 30' . t ». - - <.. ` / SIDE YARD - 2 4.- REAR YARD - 2d � » MAXIMUM BUILDING COVERAGE - 25% J • nee / BUILDING COVERAGE PROPOSED - 13% I PLOW PROFILEPLAN NOT TO SCALE29 63 ' ' _ SCALE f e=2(Y i THIS AREA 15 SERVED - 24' DIAMETER CONCRETE COVERS 1 , TOP OF FOUNDATION - _ . RAISED TO WITHIN 1' OF FINISH BY TOWN WATER.:. > EL1151.0 GRADE (OR AS NOTED) - - 1 P EL- 48.2 P d EL=47.8 (max) P EL=46.0-47.75 (max) - j, ,� ` eENCHMARK_ Mr. and Mrs. JamC5 O'Leary \�\� '� \'` .. - - Topof Concrete Bound _ 36' Prorowd EL- 47.39 (Assumed datum) 144 Randall Street, N. Easton. MA -02356 46.9 44.75 (9' Min - 36' Max) 46 2•LAYER dF tom•- 112* STONE rs"°FAt. 51TE � 5EWAGE D15POSAL 5YSTEM 47.00 45.5 10 14' 45.50 in / 3/4'- 1-1/2. STONE VREINLI7 38 Canterbury Road, Yarmouthport, MA CML 3•..: I- 44.32 44.15 �- _N m- 40' ! r DROP 1. BENNETT A Q REILLY, ' Inc. GAS BAFftE 42.00 H - _�-•--� �{wF` =� Engineering. Environmental and Surveying Seraleea - USETHREE SMOREY FRECA5T +I N O 500 GALLON 1EA01 CHAMBERS '4 � -V, IVT` ' V , - � EL - 37.+ 8_ 1879 Ye1n Street -Route BA Longest Ru WITH 4' OF STONE AROUND -- - Batton of C I layer in Tat Hole A2 - - P.O. Hoz 1887 _ 13' (END VIEW) EL - 36.2± O. 20 40 (508)896-6890 Office 8reweter. HA 0269Y (808)898-4887 Yax 1500 GALLON 05-5 LEACHING CHAMBER Bottom of '^Test Hole N2 DATE: scALE: BN: p1ECK JOB NUMBER: SEPTIC TANK D -SOX 33.5'x 12.153'x 2.00 SCALE V=20 03/24/04 As Noted LICA .. JMO 8003-3923 H-20 A �"2-