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Home My WebLink About92 Old Townhouse Road Plan of Land 2I Rq 14 R04,9 rr s i ACCESS COVERS MUST BE WITHIN INVERT EL EVA T IONS: Rq 14 R04,9 PROVIDED: 6-500 GAL LEACHING CHAMBERS POSSIBLE RAILROAD PROF! LE:Nor TO SCALE I � W/4' STONE AROUND. A-1176 S.F. EASr-MEN7 1176 S.F. x 0.74 0 870 6.P.D. 1/ 09 \q)>_ 24' WATERTIGHT. TOTAL NITROGEN LOADING ALLOWED BASED 'ON LOT LOCUS MAP _ +l r I _ SIZE 182,3J8 S.F,I10,000 X 1!0 - 2005 GPD % �% � �\ ; i •-`_ P�esED ! I \ _ m NERVY DUTY MH COVERS 1A'L/NR\ L•AYf � \ ,• \\ \ TO FINISH GRADE ASSESSOR'S MAP 87. PARCELS 28.1.! 6 28. 1.2 ' `` 1 t _ _�- q:r� ` NITROGEN LOADING PROPOSED -,615 GPD. OK ZONING DISTRICTS. 83 6 APD MIN FRONTAGE - 100" _��\ \ \\ \ MERCURY FLOAT SWITCH MIN LOT AREA - 40000 S.F. MAX BUILDING HEIGHT - 35' _ - /� �' _ " \ ,, - '�;'_/ e,;.F \ S01 L TEST P 1 T DATA i' / i `'•��`\ \I 1\ I 1' •. E \ N 4' IAM PIPE- SETBACKS: FRONT - 70% SIDE - IO', REAR - 30' _ _ _ _ _ _ t SET AT 75x CAPACITY FOR MAXIMUM BUILDING COVERAGE - 35z. MAXIMUM IMPERVIOUS D A ----r' \ \ \ ` �1` j - _ AN AUDIO AND VISUAL ALARM fAID lCATES INDICATES PERCOLATION - OBSERVED LOT COVERAGE - 70z WHEN ARTIFICIAL RECHARGE OF EXCESS TEST - GROUNDWATER RUNOFF IS PROVIDED.1d II /hl /� 40 MIL POLY LINER OVER SAND - FLOOD ZONE C. MAP 250015 0004 C. DATED 6//7/86 ` \ \ t �.,� TP s! TP ♦2 1 // \�' \\ 't I 1I 1 m COMPACTED SAND BASE AREA CALCULATIONS: �� 1 / \ \ \ I t I a 1500 GALLON HOLDING TANK. H 20 0. HORIZON TEXTURE COLOR 92.4 0' HORIZON TEXTURE COLOR 92 J V 1 / /- \ \\ \ I WITH SECONDARY CONTAINMENT LINER LOAMY IOYR LOAMY 10YR TOTAL LOT AREA - 162.338= S.F. - 4.193 ACRES SYSTEM WITH LEAK DETECTION 4 : TOTAL BUILDING AREA - 7.4101 S.F. - 4.Ox OF SITE i 4 / / ^ SAND 4/3 �� SAND 4/3 \\ \\ '. \\ , ! ! ( I I 1 INSPECTION PIPE AND ALARM. 9' ............... ............. 91.7 9' TOTAL PAVED AND WALK AREA - 115.400= S.F. - 63.3z OF SITE 1 ""' "" "" \ \ I { II 1 ! B LOAMY IOYR B LOAMY IOYR TOTAL IMPERVIOUS AREA - 122.610s S.F. - 67.3z OF SITE 'y/ 1// i' 1 \\ \ ' l l SAND 5/8 1 11 } PRO SED GRAVEL BOAT\7'0"SE AREA I 1 PROF I L E NOT TO SCALE SAND S/B f I 26 ...... ...... PARKING CALCULATIONS: "� 1. \t, /' !l I i 1 C.� MED -COARSE ' IOYR 90.2 26' ""C J MED -COARSE IOYR 90.1, ,\ ,_-� � ,` HOLDING TANK NOTES: SAND g/e SAND 6/6 ; INDUSTRIAL USE. 5460 SF / 200 SF PER PERSON - 27 PEOPLE t 1 i i II 1 1 l BUS/NESS USE. 485 SF / 100 $F PER PERSON 5 PEOPLE STORAGE USE. 2675 SF / 300 SF PER PERSON- 9 PEOPLE r' 1 t - // / I f I I I '' I. `HOLDING TANK SHALL BE REINFORCED PRECAST TOTAL OCCUPANCY LOAD - 41 PEOPLE // / l i / 1 CONCRETE WITH AN EXTERIOR SECONDARY CONTAINMENT 54' LINER SYSTEM WITH A LEAK DETECTION INSPECTION I SPACE/2 OCCUPANTS FOR BUISINESS/INDUSTRIAL- 21 SPACES REQUIRED LOT I \\ \ I i I tl PIPE AND ALARM SYSTEM BY MILLER ENVIRONMENTAL V HANDICAPPED SPACES REQUIRED - I SPACE 1 11 `' \ l Il A PRODUCTS. INC. OR APPROVED EOUAL. CONSTRUCTION TREES REQUIRED (I PER 8 SPACES) - 3 TREES ' 1 1 j \t I 1 I( II 1' m o AND MAINTENANCE SHALL CONFORM TO 314 CMR 18.00 1 t I I 1 ! m 126' NO WATER 81.9 !44' NO WATER 80.3 1 1 2. A PUMPING CONTRACT WITH A LICENSED SEPTIC CONTRACTOR 1S REOUIRED FOR THIS HOLDING TANK l DATE: FEBRUARY 15, 2007 i I PROPOSED IONS GENERAL NOTES: ' 1 I INSTALLATION. TEST BY: STEPHEN HAAS i x 11 11 / ( / WITNESSED BY: PHIL RENAUD / ! J. OPERATION AND MAINTENANCE OF THIS SYSTEM PERC RATE: ! 2 MIN/INCH J. PROPERTY LINE INFORMATION WAS COMPILED FROM \ 11 Ili // 1 REQUIRES THAT THE TANK BE PUMPED WHEN THE HIGH AVAILABLE PLANS AND DEEDS OF RECORD AND DOES 1 1 ! I T ? f l ( NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. WATER ALARM SOUNDS 175% CAPACITY/. � �1/tl \ � � } � I ; � t 1 m i 4. ENGINEER TO INSPECT AND CERTIFY THE INSTALLATION _ - 8' MIN.H2O CAST, 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS 1 1 '\ \ \ \ CLAY BRICK LEVELING COURSE \ / \ \ \ \, OF THE HOLDING TANK TO THE BOARD OF HEALTH AND IRON FRAME AN6 COVER 1 1 \ t / l t ' \ - MORTARED 1N PLACE SET. SEE SITE PLAN. I 1 \ / � \\ \ oo t MASS DEP. WITH J' VENT b1AVED PA K1N0 \ \\ \ \ t 1 1 1 \ , AND STORAGE AREA \ \ \ - i 4' MIN. PEASTONE TO FINISH GRADE - 3. NO DETERMINATION HAS BEEN MADE AS TO 1 \ / \ \ \ \ \ \ 8' H10 CAST 7tON 4 MIL POLY COMPLIANCE WITH DEED PESTRICT1ONS OR ZONING 11 �. �i �\ `\ \\ \\ \\ 1\ -FRAME-AND 5.447E REGULATIONS. IT SHALL REMAIN THE CLIENTS RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL FLAY BRICK LEVELING COURSE 1/4'/FT o0 1 1 '\ 1 �_ \ 95.0�� ?`. oo PERMITS, VARIANCES ETC. FOR THIS PROJECT. 1 \ _ \ CArcNeAsrp FROM BASIN J 6 \ MH 15a0,wc y \ \ 1 { YORTAPED IN PLACE \ 1. 1 \ • ( I �� ' \ \\ R)>N•94.d� TANK FQA ♦ �\ A. O 4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY \\ I 1 \\ \ \ BOATNASAD� I'DJA, VENT. MORTAR ALL 8 TO HAVE THE PROPOSED BUILDING FOUNDATION 1 PRO SED GRAVEL BOAT STORAGE AREA r- \ pp BOAC sH�\ Q 12• HDPE PIPE S 1 \ DOWN ` CLEANOUT i JOINTS LEACHING 0 1 11 \ 1\ `\ \ m I off: \ \ rsooGAtL3H \\ �\ m TEE T 70 LEACHING OR BASIN 'iD DESIGNED TO ACCOUNT FOR THE EXISTING GRADE \ \ ' \ \ \ \ F PETENTION BASIN 3/4'-!1/2' WASHED AND SOIL CONDITIONS AT THE LOCATION OF THE " 1\ 1 \ ` 44 \ HOLDING TANK �BR \ \ ,e i \1 \\ ♦`\ \� \ \\ \ice FLOOR DRAINS \ \\� 'a 0. STONE ALL AROUND '` 1H-201 PROPOSED BUILDING. t\ \ i \ \ - �� . -2O SOLID oo g° 1_ \ no 5. ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS 1 1 \ \\ - `l \\ \ � I `o -'T 2 �\, \� CATCH BASIN 0 TO BE CONTAINED ON SITE. :1 \\ \ �` \ \ �� Z. . -10 CONC SLAB I ql 0 OIAM. Ij 6. ALL CONSTRUCTION METHODS AND MATERIALS AND m 1 1 t �_ � \ Int \ ' \ W/I2' D/A LEACH HOLE 3' MIN.. _ � \ �--- 6' D1AIA -� MAINTENANCE OF THE SEPTIC SYSTEM SHALL INI \ \ o \\ \\ \\ CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL -- I�1 \ " \ \ `,_ PROP STO .AvAR `\ ' `\ - `\\ aoAr sroRi AREA CATCH BASIN EL LEACHING BASIN BOARD OF HEALTH REGULATIONS. Iol `\ _T `\ CONNECTION TO I m 1=1 t tt \ o ^�\ `\ \ .1 CLAY BRICK LEVELING COURSE MOBILE RECYCLING DETAIL DETAIL I �_ 1T1 1 1 ,� \ MORTARED IN PLACE UNIT - 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER Iml `nf \ NO SCALE NO SCALE AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER PRovosSDF THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH 1 1 \ TAfo \ 1 \ FR H70 CAST rBON Bu1Lo1Nc 24' HEAVY DUTY "r• STANDING H-20 WHEEL LOADS. 11 11 II f-' , ' '\\ al \ \` FLOOR 0 \ FRAME AND GRATE MH COVER) 8. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR 1 1 \ PIV \ m m \ OUTLET TYPE /-I BITUMINOUS CONCRETE WWF@L8 APPROVED EOUAL. 1 1 \ PAVED APROI ; 2' BINDER COURSE. I' TOP COURSE tio- mit \ \ S4- AROUND BASIN \� .• 1 1 \ TCA BAS f N 1 \ •� TEE 500 GA 9. SEPTIC TANK. PUMP CHAMBER AND D -BOX SHALL BE FIRE DEPT. \ , REINFORCED PRECAST CONCRETE AND WATERTIGHT. 1 1 \93.0 '. B. 5' DENSE GRADED CRUSHED STONE ty •:71 LFR9 �cA ' coNNfcrraNlti \ \ - -� u H B tri 1000 GAL OR 12' GRAVEL BASE J 1 ,- r GA E / /.�\ R/ BS 0 - . ii I 1 }, l0. D -80X IS TO 8E WATER TESTED TO CHECK FOR LEVEL. 1 \ \ r ROaos;D � �sti. + •�I PRP •,P�.NfNG ti l? PAVEMENT DETAIL armouthHealthDepartment /z�// , "* IER JO(.4.5 SUMP v ED 1 \ \ Ott ?EP TREES ' NO SCALE APP 1 1 \ '� PROPo.ED sC N+NG 4 1 � � - - 6' CRUSHED STONE OR � ` -` 1 - COMPACTED 17. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. 1 1 ' \ BASF \ \\ PEP JOE.+ -5 �� COM \ �ry - IQ \\ 1500 GALLON HOLDING TANK, H-20 d 7 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. _ - - _ _ _ _PROPOSED •Q' CHAIN Ia INK_ NCF _ _ vYt „ MpLK FOR LOCATION OF UNDERGROUND UTILITIES. Name ate 12. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE CONSTRUCTION INSPECTIONS. 13. AN APPROVAL NOT REQUIRED PLAN IS TO BE FILED TO COMBINE LOTS 1 6 2 INTO ONE LOT. 14. EXISTING TREES OF AT LEAST 4' CALIPER WITHIN THE 10' AND 20' BUFFERS SHOWN SHALL BE RETAINED. 1F TREES DO NOT EXIST. 3• CALIPER TREES SHALL BE PLANTED AT INTERVALS OF AT MOST 20' IN ALL BUFFERS. PER 301.4.4 r i GUY FIRE \ UP 103A_)�_ 1_ _ r -r. =-rc *- d , --•-�. +•, , r 'li`' J' _ lI HDPE' /£ 'o FOR BOAT WASHDOWN. 1000 GALLON rP. r � 2 TANK c Q /\ � / a000 wuoN J•f000 wt N SETTLING TANK. 500 GALLON PUMP T S G /� L A / V 0 � L- I LM r o GALLON SEPTIC TANK® LEACH PIT$' io BOAT WASHDOWN TO BE WATER ONLY cH s wiJ' " ST ARO `STONE AROIRi'D \ PUMP AS REQUIRED FOR RECYCLE UNIT leel TPA\ 92 OiO TOWNHOUSE ROAD. MAP 87. PARCEL 28 671 PLAqt ' 6 • TRAP ROC! ` PROFILE: NOT TO SCALE ��" °' \ O APRON '-- AM N/I• _. -SEH YA RMO U TI -1 , . -- .. lIN N%(• VENT s A. S7L�� S O V TH M.4 \ pESERYEAR` _" _ \_.1� NCMLi » PREPARED N BASINLEE f000 GALLON LEACH } '.. ........ \ 6-500 GALLON \� Or..; tiT I/J' STONE AROUND ZAl \ ACHING CHAMERS +' •{ ,'�: FE ,\ r -'•'�4' - �a ^' J . -/ r,.� PROPO D 3ION i I I % BI.'r 7- f R R 1 A7 Zd'Ot2` -ABOVE BOTJONI - • • - \ N/�'. S`TONE ARGND \ Nh y_�, t R A /VC / S R / 01 -IA R Q PROPOSED SPLIT RAIL FERC£ /24z=S'-`-i- - ZG JO' OM, HYD TAG BOLI 5 ,06 -w 355\. 99 ' - - \ '\ ` --'-- - - LEGEND C_.. �•% // OR Y DOCK . MAR / NE �p01 ---__._._ `NATER -w IE „• EL - 9r.46 -`� CA ICH BASIN 'P;a �' ------- `\ p "----___-_ JIATER OA TE _ Q CONCRETE BOUND FOUND SC.4 L E : / - 30 MARCH 23 -, 2.007 1 G�,4e EXISTING CATCH BASIN ® WATER GATE W- WATER LINE REVISED: MAY 141, 2007 f- RIM -86. 69 ?' NATER SERVICE - To BE n CHIN A 4 scffvE 0 HYDRANT I S 007 Qy GAS GATE EV/SED: JUNF-26: 2007 O LD TO WNHO USE RO IIID -G- GAS LINE ® CATCH BASIN EAGLE: SURVEY'! N , +-4 UTILITY POLE W/ GUY WIRE 923 Rau t e 6A -OHW OVER HEAD WIRES ` Yarmouthport MA, ,02675 -T- UNDERGROUND TELEPHONE LINE/i�III�II/ C 508 362-8 1 32e� ®��R -x-40.4 EXISTING SPOT ELEVATION �t�l/ � ( 508) 432-5333 -- EXISTING CONTOUR PIP r4o--401 PROPOSED SPOT ELEVATION 0 15 30 60 G= RUNOFF DIRECTION JOB NO: 07-002 FIELD: CFW/EEK CALC SAHCFW I CHECK: CFW DRN: SAH „ .' ACCESS COVERS MUST BE WITHIN INVERT EL EVA T IONS: DES I GN CR I: TER I A`: 9' MINIMUM, 6' OF FINISH GRADE J' MAXIMUM COVER INVERT AT BUILDING: 90.0 DESIGN FLOW: , FIRST 2' TO INVERT /N SEPTIC TANK: 89:75 _ FACTORY.- INDUSTRIAL AND STORAGE USE BE LEVEL ' M1N 2' OF PEASTONE INVERT OUT SEPTIC TANK: 89.5 4/ PEOPLE AT 15 GPD PER 'PERSON' -'615 GPD IN DIST. BOX: 89,27 4' AM vINVERT 3/4' - 1 1/2' DIA. INVERT OUT DIST, BOX: 89-1 SEPTIC TANK REOUIRED: . R-1869. 90.0 89.5 89.1 Bd 2•- %0 DOUBLE WASHED STONE INVERT IN LEACH CHAMBER: 89:0 615 G.P.D. X 200% - WO GAL. 63• 89.75 .GAS BAFFLE 89.27 89.0 87.0 BOTTOM OF LEACH CHAMBER: _ 87.0 SEPTICTANKPROVIDED: 2000 GAL. 3 OUTLET 6-500 GAL LEACHING CHAMBERS ADJUSTED GROUNDWATER: N/A D -BOX W/4' S70NE AROUND. 12.8'N x 67'1 x 2'd SOIL ABSORPTION SYSTEM REOUIRED: 1000 GAL OBSERVED GROUND WATER: N/A DESIGN FERC RATE ( 5 M!N/l NCH SEPTIC TANK BOTTOM OF TEST HOLE •2: 80.3 SOIL TEXTURAL CLASS - I 6' CRUSHED STONE OR EFFLUENT LOADING RATE - 0.74 GPD/SF COMPACTED BASE 615 GPD'I 0.74 CPD/SF - 83!'S.F. REOUIRED _ PROVIDED: 6-500 GAL LEACHING CHAMBERS POSSIBLE RAILROAD PROF! LE:Nor TO SCALE I � W/4' STONE AROUND. A-1176 S.F. EASr-MEN7 1176 S.F. x 0.74 0 870 6.P.D. 1/ 09 \q)>_ 24' WATERTIGHT. TOTAL NITROGEN LOADING ALLOWED BASED 'ON LOT LOCUS MAP _ +l r I _ SIZE 182,3J8 S.F,I10,000 X 1!0 - 2005 GPD % �% � �\ ; i •-`_ P�esED ! I \ _ m NERVY DUTY MH COVERS 1A'L/NR\ L•AYf � \ ,• \\ \ TO FINISH GRADE ASSESSOR'S MAP 87. PARCELS 28.1.! 6 28. 1.2 ' `` 1 t _ _�- q:r� ` NITROGEN LOADING PROPOSED -,615 GPD. OK ZONING DISTRICTS. 83 6 APD MIN FRONTAGE - 100" _��\ \ \\ \ MERCURY FLOAT SWITCH MIN LOT AREA - 40000 S.F. MAX BUILDING HEIGHT - 35' _ - /� �' _ " \ ,, - '�;'_/ e,;.F \ S01 L TEST P 1 T DATA i' / i `'•��`\ \I 1\ I 1' •. E \ N 4' IAM PIPE- SETBACKS: FRONT - 70% SIDE - IO', REAR - 30' _ _ _ _ _ _ t SET AT 75x CAPACITY FOR MAXIMUM BUILDING COVERAGE - 35z. MAXIMUM IMPERVIOUS D A ----r' \ \ \ ` �1` j - _ AN AUDIO AND VISUAL ALARM fAID lCATES INDICATES PERCOLATION - OBSERVED LOT COVERAGE - 70z WHEN ARTIFICIAL RECHARGE OF EXCESS TEST - GROUNDWATER RUNOFF IS PROVIDED.1d II /hl /� 40 MIL POLY LINER OVER SAND - FLOOD ZONE C. MAP 250015 0004 C. DATED 6//7/86 ` \ \ t �.,� TP s! TP ♦2 1 // \�' \\ 't I 1I 1 m COMPACTED SAND BASE AREA CALCULATIONS: �� 1 / \ \ \ I t I a 1500 GALLON HOLDING TANK. H 20 0. HORIZON TEXTURE COLOR 92.4 0' HORIZON TEXTURE COLOR 92 J V 1 / /- \ \\ \ I WITH SECONDARY CONTAINMENT LINER LOAMY IOYR LOAMY 10YR TOTAL LOT AREA - 162.338= S.F. - 4.193 ACRES SYSTEM WITH LEAK DETECTION 4 : TOTAL BUILDING AREA - 7.4101 S.F. - 4.Ox OF SITE i 4 / / ^ SAND 4/3 �� SAND 4/3 \\ \\ '. \\ , ! ! ( I I 1 INSPECTION PIPE AND ALARM. 9' ............... ............. 91.7 9' TOTAL PAVED AND WALK AREA - 115.400= S.F. - 63.3z OF SITE 1 ""' "" "" \ \ I { II 1 ! B LOAMY IOYR B LOAMY IOYR TOTAL IMPERVIOUS AREA - 122.610s S.F. - 67.3z OF SITE 'y/ 1// i' 1 \\ \ ' l l SAND 5/8 1 11 } PRO SED GRAVEL BOAT\7'0"SE AREA I 1 PROF I L E NOT TO SCALE SAND S/B f I 26 ...... ...... PARKING CALCULATIONS: "� 1. \t, /' !l I i 1 C.� MED -COARSE ' IOYR 90.2 26' ""C J MED -COARSE IOYR 90.1, ,\ ,_-� � ,` HOLDING TANK NOTES: SAND g/e SAND 6/6 ; INDUSTRIAL USE. 5460 SF / 200 SF PER PERSON - 27 PEOPLE t 1 i i II 1 1 l BUS/NESS USE. 485 SF / 100 $F PER PERSON 5 PEOPLE STORAGE USE. 2675 SF / 300 SF PER PERSON- 9 PEOPLE r' 1 t - // / I f I I I '' I. `HOLDING TANK SHALL BE REINFORCED PRECAST TOTAL OCCUPANCY LOAD - 41 PEOPLE // / l i / 1 CONCRETE WITH AN EXTERIOR SECONDARY CONTAINMENT 54' LINER SYSTEM WITH A LEAK DETECTION INSPECTION I SPACE/2 OCCUPANTS FOR BUISINESS/INDUSTRIAL- 21 SPACES REQUIRED LOT I \\ \ I i I tl PIPE AND ALARM SYSTEM BY MILLER ENVIRONMENTAL V HANDICAPPED SPACES REQUIRED - I SPACE 1 11 `' \ l Il A PRODUCTS. INC. OR APPROVED EOUAL. CONSTRUCTION TREES REQUIRED (I PER 8 SPACES) - 3 TREES ' 1 1 j \t I 1 I( II 1' m o AND MAINTENANCE SHALL CONFORM TO 314 CMR 18.00 1 t I I 1 ! m 126' NO WATER 81.9 !44' NO WATER 80.3 1 1 2. A PUMPING CONTRACT WITH A LICENSED SEPTIC CONTRACTOR 1S REOUIRED FOR THIS HOLDING TANK l DATE: FEBRUARY 15, 2007 i I PROPOSED IONS GENERAL NOTES: ' 1 I INSTALLATION. TEST BY: STEPHEN HAAS i x 11 11 / ( / WITNESSED BY: PHIL RENAUD / ! J. OPERATION AND MAINTENANCE OF THIS SYSTEM PERC RATE: ! 2 MIN/INCH J. PROPERTY LINE INFORMATION WAS COMPILED FROM \ 11 Ili // 1 REQUIRES THAT THE TANK BE PUMPED WHEN THE HIGH AVAILABLE PLANS AND DEEDS OF RECORD AND DOES 1 1 ! I T ? f l ( NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. WATER ALARM SOUNDS 175% CAPACITY/. � �1/tl \ � � } � I ; � t 1 m i 4. ENGINEER TO INSPECT AND CERTIFY THE INSTALLATION _ - 8' MIN.H2O CAST, 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS 1 1 '\ \ \ \ CLAY BRICK LEVELING COURSE \ / \ \ \ \, OF THE HOLDING TANK TO THE BOARD OF HEALTH AND IRON FRAME AN6 COVER 1 1 \ t / l t ' \ - MORTARED 1N PLACE SET. SEE SITE PLAN. I 1 \ / � \\ \ oo t MASS DEP. WITH J' VENT b1AVED PA K1N0 \ \\ \ \ t 1 1 1 \ , AND STORAGE AREA \ \ \ - i 4' MIN. PEASTONE TO FINISH GRADE - 3. NO DETERMINATION HAS BEEN MADE AS TO 1 \ / \ \ \ \ \ \ 8' H10 CAST 7tON 4 MIL POLY COMPLIANCE WITH DEED PESTRICT1ONS OR ZONING 11 �. �i �\ `\ \\ \\ \\ 1\ -FRAME-AND 5.447E REGULATIONS. IT SHALL REMAIN THE CLIENTS RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL FLAY BRICK LEVELING COURSE 1/4'/FT o0 1 1 '\ 1 �_ \ 95.0�� ?`. oo PERMITS, VARIANCES ETC. FOR THIS PROJECT. 1 \ _ \ CArcNeAsrp FROM BASIN J 6 \ MH 15a0,wc y \ \ 1 { YORTAPED IN PLACE \ 1. 1 \ • ( I �� ' \ \\ R)>N•94.d� TANK FQA ♦ �\ A. O 4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY \\ I 1 \\ \ \ BOATNASAD� I'DJA, VENT. MORTAR ALL 8 TO HAVE THE PROPOSED BUILDING FOUNDATION 1 PRO SED GRAVEL BOAT STORAGE AREA r- \ pp BOAC sH�\ Q 12• HDPE PIPE S 1 \ DOWN ` CLEANOUT i JOINTS LEACHING 0 1 11 \ 1\ `\ \ m I off: \ \ rsooGAtL3H \\ �\ m TEE T 70 LEACHING OR BASIN 'iD DESIGNED TO ACCOUNT FOR THE EXISTING GRADE \ \ ' \ \ \ \ F PETENTION BASIN 3/4'-!1/2' WASHED AND SOIL CONDITIONS AT THE LOCATION OF THE " 1\ 1 \ ` 44 \ HOLDING TANK �BR \ \ ,e i \1 \\ ♦`\ \� \ \\ \ice FLOOR DRAINS \ \\� 'a 0. STONE ALL AROUND '` 1H-201 PROPOSED BUILDING. t\ \ i \ \ - �� . -2O SOLID oo g° 1_ \ no 5. ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS 1 1 \ \\ - `l \\ \ � I `o -'T 2 �\, \� CATCH BASIN 0 TO BE CONTAINED ON SITE. :1 \\ \ �` \ \ �� Z. . -10 CONC SLAB I ql 0 OIAM. Ij 6. ALL CONSTRUCTION METHODS AND MATERIALS AND m 1 1 t �_ � \ Int \ ' \ W/I2' D/A LEACH HOLE 3' MIN.. _ � \ �--- 6' D1AIA -� MAINTENANCE OF THE SEPTIC SYSTEM SHALL INI \ \ o \\ \\ \\ CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL -- I�1 \ " \ \ `,_ PROP STO .AvAR `\ ' `\ - `\\ aoAr sroRi AREA CATCH BASIN EL LEACHING BASIN BOARD OF HEALTH REGULATIONS. Iol `\ _T `\ CONNECTION TO I m 1=1 t tt \ o ^�\ `\ \ .1 CLAY BRICK LEVELING COURSE MOBILE RECYCLING DETAIL DETAIL I �_ 1T1 1 1 ,� \ MORTARED IN PLACE UNIT - 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER Iml `nf \ NO SCALE NO SCALE AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER PRovosSDF THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH 1 1 \ TAfo \ 1 \ FR H70 CAST rBON Bu1Lo1Nc 24' HEAVY DUTY "r• STANDING H-20 WHEEL LOADS. 11 11 II f-' , ' '\\ al \ \` FLOOR 0 \ FRAME AND GRATE MH COVER) 8. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR 1 1 \ PIV \ m m \ OUTLET TYPE /-I BITUMINOUS CONCRETE WWF@L8 APPROVED EOUAL. 1 1 \ PAVED APROI ; 2' BINDER COURSE. I' TOP COURSE tio- mit \ \ S4- AROUND BASIN \� .• 1 1 \ TCA BAS f N 1 \ •� TEE 500 GA 9. SEPTIC TANK. PUMP CHAMBER AND D -BOX SHALL BE FIRE DEPT. \ , REINFORCED PRECAST CONCRETE AND WATERTIGHT. 1 1 \93.0 '. B. 5' DENSE GRADED CRUSHED STONE ty •:71 LFR9 �cA ' coNNfcrraNlti \ \ - -� u H B tri 1000 GAL OR 12' GRAVEL BASE J 1 ,- r GA E / /.�\ R/ BS 0 - . ii I 1 }, l0. D -80X IS TO 8E WATER TESTED TO CHECK FOR LEVEL. 1 \ \ r ROaos;D � �sti. + •�I PRP •,P�.NfNG ti l? PAVEMENT DETAIL armouthHealthDepartment /z�// , "* IER JO(.4.5 SUMP v ED 1 \ \ Ott ?EP TREES ' NO SCALE APP 1 1 \ '� PROPo.ED sC N+NG 4 1 � � - - 6' CRUSHED STONE OR � ` -` 1 - COMPACTED 17. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. 1 1 ' \ BASF \ \\ PEP JOE.+ -5 �� COM \ �ry - IQ \\ 1500 GALLON HOLDING TANK, H-20 d 7 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. _ - - _ _ _ _PROPOSED •Q' CHAIN Ia INK_ NCF _ _ vYt „ MpLK FOR LOCATION OF UNDERGROUND UTILITIES. Name ate 12. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE CONSTRUCTION INSPECTIONS. 13. AN APPROVAL NOT REQUIRED PLAN IS TO BE FILED TO COMBINE LOTS 1 6 2 INTO ONE LOT. 14. EXISTING TREES OF AT LEAST 4' CALIPER WITHIN THE 10' AND 20' BUFFERS SHOWN SHALL BE RETAINED. 1F TREES DO NOT EXIST. 3• CALIPER TREES SHALL BE PLANTED AT INTERVALS OF AT MOST 20' IN ALL BUFFERS. PER 301.4.4 r i GUY FIRE \ UP 103A_)�_ 1_ _ r -r. =-rc *- d , --•-�. +•, , r 'li`' J' _ lI HDPE' /£ 'o FOR BOAT WASHDOWN. 1000 GALLON rP. r � 2 TANK c Q /\ � / a000 wuoN J•f000 wt N SETTLING TANK. 500 GALLON PUMP T S G /� L A / V 0 � L- I LM r o GALLON SEPTIC TANK® LEACH PIT$' io BOAT WASHDOWN TO BE WATER ONLY cH s wiJ' " ST ARO `STONE AROIRi'D \ PUMP AS REQUIRED FOR RECYCLE UNIT leel TPA\ 92 OiO TOWNHOUSE ROAD. MAP 87. PARCEL 28 671 PLAqt ' 6 • TRAP ROC! ` PROFILE: NOT TO SCALE ��" °' \ O APRON '-- AM N/I• _. -SEH YA RMO U TI -1 , . -- .. lIN N%(• VENT s A. S7L�� S O V TH M.4 \ pESERYEAR` _" _ \_.1� NCMLi » PREPARED N BASINLEE f000 GALLON LEACH } '.. ........ \ 6-500 GALLON \� Or..; tiT I/J' STONE AROUND ZAl \ ACHING CHAMERS +' •{ ,'�: FE ,\ r -'•'�4' - �a ^' J . -/ r,.� PROPO D 3ION i I I % BI.'r 7- f R R 1 A7 Zd'Ot2` -ABOVE BOTJONI - • • - \ N/�'. S`TONE ARGND \ Nh y_�, t R A /VC / S R / 01 -IA R Q PROPOSED SPLIT RAIL FERC£ /24z=S'-`-i- - ZG JO' OM, HYD TAG BOLI 5 ,06 -w 355\. 99 ' - - \ '\ ` --'-- - - LEGEND C_.. �•% // OR Y DOCK . MAR / NE �p01 ---__._._ `NATER -w IE „• EL - 9r.46 -`� CA ICH BASIN 'P;a �' ------- `\ p "----___-_ JIATER OA TE _ Q CONCRETE BOUND FOUND SC.4 L E : / - 30 MARCH 23 -, 2.007 1 G�,4e EXISTING CATCH BASIN ® WATER GATE W- WATER LINE REVISED: MAY 141, 2007 f- RIM -86. 69 ?' NATER SERVICE - To BE n CHIN A 4 scffvE 0 HYDRANT I S 007 Qy GAS GATE EV/SED: JUNF-26: 2007 O LD TO WNHO USE RO IIID -G- GAS LINE ® CATCH BASIN EAGLE: SURVEY'! N , +-4 UTILITY POLE W/ GUY WIRE 923 Rau t e 6A -OHW OVER HEAD WIRES ` Yarmouthport MA, ,02675 -T- UNDERGROUND TELEPHONE LINE/i�III�II/ C 508 362-8 1 32e� ®��R -x-40.4 EXISTING SPOT ELEVATION �t�l/ � ( 508) 432-5333 -- EXISTING CONTOUR PIP r4o--401 PROPOSED SPOT ELEVATION 0 15 30 60 G= RUNOFF DIRECTION JOB NO: 07-002 FIELD: CFW/EEK CALC SAHCFW I CHECK: CFW DRN: SAH „ .'