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Home My WebLink AboutDOA - 50 Powers Lane - Site & Sewage Disposal002GENERAL NOTE5: `A.) NEITHERDRIVEWAY5 NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM UNLESS H-20 COMPONENTS ARE USED. - B.) THE DESIGNER WILL. NOT BE RESPONSIBLE FOR THE SYSTEM AS. DESIGNED UPJ LE55 CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND. AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK:. CON5TRUCTION NOTE5: 1 .ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5, AND THE REQUIREMENTS Of THE LOCAL BOARD OF HEALTH. 2.) SEPTIC TANK(5), GREASE TKAP(5), DOSING CHAMBER(5) AND DISTRIBUTION BOX(FS) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICA-LY COMPACTED. OR ON A 6.INCH CRUSHED STONE BASE.. - - 3.) SEPTIC TANKCo) 5HALL MEET A15T10 STANDARD C 1 127-93 AND SHALL HAVE -. AT LEAST THREE 20' DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE 1307 - TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48'- 4.) SCHEDULE 40 PVC INLET AND OUTLET. TEES SHALL EXTEND A MINIMUM OF G" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON. THE - CENTERUNE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. 5.) RAISE COVERS OF THE SEPTIC TANK ARID D15TRJBUTION BOX WITH PRECAST CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN 6' OFF LOT 17A ZONING TABLE ZONE: (RESIDENTIAL) irvvvcVUll!, R_25 REQUIRED EXISTING "PROPOSED MIN.: LOT5IZE - 25,000 S -.F. - 8,676 8,676 MIN. FRONTAGE .150 FEET 188.93 188.93''. FRONT YARD SETBACK 30 FEET 40.91± 47.1 `±:. SIDE YARD SETBACK 15 FEET 10-9'-t 30.41±. REAR YARD SETBACKS 20 FEET 29.81± 22.2'± MAX SHAPE FACTOR (LOT) - 22 1 16 - _ IG BUILDING COVERAGE - 25% 9.5% 13.7% EX15TING BUILDING COVERAGE:. - - PROPOSED BJILUING COVERAGE. HOUSE AREA HOUSE .AREA (INCLUDING ADDITION) -X X 1 �. 100 LOT AREA 5EFTICTANK CAPACITY PROVIDED: LOT AREA - 829 5.F. X 100 =.9 5`� 1 , I90 S -F. X 100 = 13:7% 8,676 S.F. - 8;676 S.F. FIN15H GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. ` / - CONSERV ATION NOTES: PROPOSED ADDITION TOF EL=, 9.1 BE PIPINGSHALL MINIMUM CT Of CONTINUOUS GRADE O fFVC NOT L 55 THAN I % PIPE SHALL TOS IN CRAWL SPACE EL 5.3 MINMUM LEGEND BE LAID ON A MINIMUM COPITINUOUS GRADE OF NOT LESS THAN I %. 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL 13E - CB -- 32. EXISTING CONTOUR' 4' DIAMETER SCHEDULE 40 PVC AT 0.005 FT/FT. LINE SHALL BE CAPPED I -) LIMIT OF WORK SHALL BE AS 5H04\M: A 57AK,ED, 9" ROUND STRAW WATTLE SHALL - - END AT END ORAS NOTED.BE CONSTRUCTED ALONG THE LIMIT OF WORK U - NE MOP, TO THE COMMENCEMENT OF - - x 6.a - 32 PROPOSED CONTOUR - -. - OF ANY WORK. - 6., --Q X12-34 EXISTING SPOT GRADE 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST - - 5.6 88. 89' �" 24x5 PROPOSED SPOT GRADE Z BEFORE PITCHING TO 501L ABSORPTION SYSTEM WATER TEST D15TRJBUTION 2.) ROOF RUN OFF FROM DWELLING SHALL BE CONTROLLED BY GUTTERS, DOWNSPOUTS x -6.a LOT 17A PLAN WATER SERVICE LINE - N ` I - BOX TO ASSURE EN DlSTRJBUTION AND TRENCHES OR STONE TRENCNUNDER DRIP LINES. - - 'ro 9.) DISTRIB. UTION BOX SHALL HAVE A MINIMUM SUMP OF G' MEASURED BELOW- - Area=8,G7G 5F ;� n� w x es -E- UG ELECTRIC UTILITY SERVICE THE OUTLET INVERT. ro 1+ w x 72 SCALE 1 1=20' -T- UG TELEPHONE UTILITY SERVICE 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CON515T Of 314" TOi I{. Edge of cWnn,3 o. - G- I- - GAS SERVICE LINE 1-1/2' DOUBIE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE I -•� L{ TEST HOLE / BORING. LOCATION INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE - .7 - 8X4 L2u,nn J 501L ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2° �. ' - ;. , ODg+ 7 5T SEPTIC TANK LAYER OF. I/W TO I/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. - 100 Buffer 5.6 ,;', DB DISTRIBUTION BOX Ton= Dune 6.2.31. '1 1.) VENT 5010 ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEEL, SAS - 501L ABSORPTION 5Y5TEM WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, PROP05ED 1 500 GALLON SEPTIC TANK pnig 3 Bedroom 6.8 RP-erve .RESERVED FOR FUTURE TURNING AREAS OR OTHER. IMPERVIOUS MATERIAL, OR WHEN PRE-55DRE DOSEL9. - 12.3, - s 1- pwPx,stlT.O.F.-9.1'- i9 3.3 UTILITY POLE AND H2O DISTRIBUTION BOX (DB3) 7x25 g, 12.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9' OF: 7.6 P_F.=9.9± 7. it l ® CATCH BASIN CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). - - ' 's -i'_ CS3 FIRE HYDRANT :13J FINISH GRADE SHALL BE A MAXIMUM OF 36' OVER THE TOP OF ALL SYSTEM t 0 7.3 --- COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER N 12.6'= I PLUMBING:SEE NOTE 17 ® WELL AND 501L ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER - - 100 YEAR FLOOD PLAIN _ 4'±- Q io 7.2 ® .DRAINAGE MANHOLE OF 91_ ZONEAE ELEVATION 1 I .O n Z 730. = /L�l 7s ■ CONCRETE BOUND, FOUND 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL - MAP # 250015-0588J - ' -' 'etr , r I p 1 e.p - TOP Of BANK RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE 501L AB50 RP - 5.6 ty 7. J T - TION SYSTEM SHALL BE 5TAKED AND FLAGGED TO PREVENT THE USE OF SUCH EFFECTIVE JULY I G, 20 14 : ` ➢ _ -:.'I I _ 7D - ?A \T x &.9 -•-*- LIMIT OF. WORK AREA FOR ALL ACNVITIES THATM16HT DAMAGE THE SYSTEM. - - SEE NOTE 18 O -�:... ' -• 1{ a / x 7 x 774,, r x sa ;,n f FENCE°,!jN U p M 15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION S` ➢ . L- .l .'� � f . � BY AN AGENT OF THE BOARD OF HEALTH (OR THE DE51GNEP JF TH15 SYSTEM RE-- 1 a J J •` 7.7 - QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING THATALL WORK. HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE _ Zorw�A'n m . -+I 'Gravel ; z p _ *'.� JOHN M PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED_ Y . -M. mv 10 t Dnvewa x 6.9 _ O'REILLY I► O'REILLY. - 7.2 2-o ,. - < v CIVIL vis NO 33 16.) EXISTING 1000 GALLON 5EPTIC TANK AND D15TIBUTION BOX TO BE PUMPED ` . O . - NO: 36200 AND REMOVED FROM SITE, INCLUDING ANY CONTAMINATED SOIL - - - + r x 7.7 = &6 a ..._ , . '. _ 1+ � ,y,' ��... (G� � ( F c S10P 17.) PLUMBING TO 13E RAISED AND RELOCATED AS PER PLAN VIEW AND PROFILE. Existing .Flow Diffusors with Stone _ ,:i1 _ . / ,�.: ds .'� •'. 6� �� GI�TEP K qN,� .S J NEy� � RELOCATE 4.2 FEET NORTH OF HOUSE CORNER AND RAISE TO 3 FEET BELOW TOP TO REMAIN OF FOUNDATION:: ALL PLUMBING' CHANGES TO BE COMPLETED PER MA STATE - {` D�•I ` • 4' 3.93 'a PLUMBING CODE AND COMPLETED BY A MA STATE PLUMBER. INSTALLER TO VERIFY - PROPOSED LIMIT OF WORK J of Pavement - 5A5 INVERT PRIOR TO PLUMBING CHANGE OR SETTING SEPTIC TANK: _ Ed F p\jH OM ps, J �j� OF 18.) FLOOD PLAIN NOTES: �� ^(G ` / / AL �0�.. JOHN CS� �`a1,`t"H y PLAN COMPLETED USING THE 1988 NAVD DATUM AND THE CURRENT FLOOD MAP5 Beach ACCe55 Stair Walkway �/ 1v L til, R, G EFFECTIVE JULY 16, 2014, EXISTING DWELLING CONSTRUCTED 1987. PROPOSED PO V y t", JOHN IA. ,p ADDITION WILL BE LESS THAN 50% OF THE VALUE OF THE EXISTING STRUCTURE_ PR�X//X-iE WAY - - y �� o'REs 3v. ,� o�r��lu v y REFER TO OLD FLOOD MARS, SEE FEMA PANEL #25001 5-005DUV15ED JULY 2,.: !�1 1992, ZONE Al2. FLOOD ELEVATION 10-0- USING 1929 DATUM: EXISTING �_ dX ,� 10• -2 DWELLING TOP EL= 10.0, FINISH FLOOR EL= '1.1 .O AND AVERAGE FINISH GRADE - Cs. ✓' \ OQ' ''' 9Fvl �Q• ' h� E� ATE Coastal Dune BENCHMARK: --1 1 T of PK Nail Set vY� N LE �� FLOW PROFILE: INSPECTION NOTE: EL 6.4± (NAVD 1988) ,. 'THREE \ - irvvvcVUll!, 5Y5TEM fDE51GN CALCULATION5: ., ..,... RAISED D WITHIN FINISH NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. - ,P.F/ISED PLAN, 10/1411 5. ADJUSTED MINIMUM CRAWL SPACE 5L48 ELEVATION - MA TOP Of FOUNDATION GRADE (ORAS NOTED) NOT TO EL= 5.3, ABOVE FXI5TING SAS ELEVATION. - EL 9. I ±.. :SEE NOTE #5) - - SEWAGE DESIGN FLOW: TO RT. 28 '�r Pr BEL= 7.25 Pro EL -7.25 P EL 6.3 3 BEDROOM DWELLING @ 110 GPD = 330 GPD - REVISED PLAN, !0!7115,: CORRECTED CONSERVATION NOTES, CHANGED NOTE 17 ! E 1J - AND CHANGED SEPTIC FLOW PROFILE ELEVATIONS. d z ` y�\pew .LEACHING CAPACITY REQUIRED: ' 3 IXDROOM5 (MAX.) @ 110 GPD =.330 GPD REQUIRED - SEPTIC TANK CAPACITY REQUIRED: ' DAILY FLOW! = 330 GPD @ 200% = 660 GAL. REQUIRED 5EFTICTANK CAPACITY PROVIDED: 1500 GALLON SEPTIC TANK (MIN. ALLOWED) -LEACHING CAPACITY EXISTING: - LOCUS 373 GFD>330 GPD REQUIRED Q� h�2 POWERS LN'. ..NOTE: AGARBAGE DISPOSAL 15 NOT PERMITTED WfT117HISDE5IGN. _ - - FA- � p INSTALL: - ONE (I) - l 500 GALLON SEPTIC TANK -'--'----- ONE (1) - 3 OUTLET DISTRIBUTION BOX (H-20 Rated) - THREE (3) - RISER5 AND CONCRETE COVERS WITH 6° FINISH GRADE - U O NOT TO SCALE Exi5tmrj1000 Gallon Septic Tank z L.C. PLAN# CERTIFICATE# 1 G770C 177212 And DBox TO BE REMOVED - ASSESSORS' MAP 15 PARCEL 14 U FIN15H GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. ` / - CONSERV ATION NOTES: PROPOSED ADDITION TOF EL=, 9.1 BE PIPINGSHALL MINIMUM CT Of CONTINUOUS GRADE O fFVC NOT L 55 THAN I % PIPE SHALL TOS IN CRAWL SPACE EL 5.3 MINMUM LEGEND BE LAID ON A MINIMUM COPITINUOUS GRADE OF NOT LESS THAN I %. 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL 13E - CB -- 32. EXISTING CONTOUR' 4' DIAMETER SCHEDULE 40 PVC AT 0.005 FT/FT. LINE SHALL BE CAPPED I -) LIMIT OF WORK SHALL BE AS 5H04\M: A 57AK,ED, 9" ROUND STRAW WATTLE SHALL - - END AT END ORAS NOTED.BE CONSTRUCTED ALONG THE LIMIT OF WORK U - NE MOP, TO THE COMMENCEMENT OF - - x 6.a - 32 PROPOSED CONTOUR - -. - OF ANY WORK. - 6., --Q X12-34 EXISTING SPOT GRADE 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST - - 5.6 88. 89' �" 24x5 PROPOSED SPOT GRADE Z BEFORE PITCHING TO 501L ABSORPTION SYSTEM WATER TEST D15TRJBUTION 2.) ROOF RUN OFF FROM DWELLING SHALL BE CONTROLLED BY GUTTERS, DOWNSPOUTS x -6.a LOT 17A PLAN WATER SERVICE LINE - N ` I - BOX TO ASSURE EN DlSTRJBUTION AND TRENCHES OR STONE TRENCNUNDER DRIP LINES. - - 'ro 9.) DISTRIB. UTION BOX SHALL HAVE A MINIMUM SUMP OF G' MEASURED BELOW- - Area=8,G7G 5F ;� n� w x es -E- UG ELECTRIC UTILITY SERVICE THE OUTLET INVERT. ro 1+ w x 72 SCALE 1 1=20' -T- UG TELEPHONE UTILITY SERVICE 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CON515T Of 314" TOi I{. Edge of cWnn,3 o. - G- I- - GAS SERVICE LINE 1-1/2' DOUBIE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE I -•� L{ TEST HOLE / BORING. LOCATION INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE - .7 - 8X4 L2u,nn J 501L ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2° �. ' - ;. , ODg+ 7 5T SEPTIC TANK LAYER OF. I/W TO I/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. - 100 Buffer 5.6 ,;', DB DISTRIBUTION BOX Ton= Dune 6.2.31. '1 1.) VENT 5010 ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEEL, SAS - 501L ABSORPTION 5Y5TEM WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, PROP05ED 1 500 GALLON SEPTIC TANK pnig 3 Bedroom 6.8 RP-erve .RESERVED FOR FUTURE TURNING AREAS OR OTHER. IMPERVIOUS MATERIAL, OR WHEN PRE-55DRE DOSEL9. - 12.3, - s 1- pwPx,stlT.O.F.-9.1'- i9 3.3 UTILITY POLE AND H2O DISTRIBUTION BOX (DB3) 7x25 g, 12.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9' OF: 7.6 P_F.=9.9± 7. it l ® CATCH BASIN CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). - - ' 's -i'_ CS3 FIRE HYDRANT :13J FINISH GRADE SHALL BE A MAXIMUM OF 36' OVER THE TOP OF ALL SYSTEM t 0 7.3 --- COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER N 12.6'= I PLUMBING:SEE NOTE 17 ® WELL AND 501L ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER - - 100 YEAR FLOOD PLAIN _ 4'±- Q io 7.2 ® .DRAINAGE MANHOLE OF 91_ ZONEAE ELEVATION 1 I .O n Z 730. = /L�l 7s ■ CONCRETE BOUND, FOUND 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL - MAP # 250015-0588J - ' -' 'etr , r I p 1 e.p - TOP Of BANK RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE 501L AB50 RP - 5.6 ty 7. J T - TION SYSTEM SHALL BE 5TAKED AND FLAGGED TO PREVENT THE USE OF SUCH EFFECTIVE JULY I G, 20 14 : ` ➢ _ -:.'I I _ 7D - ?A \T x &.9 -•-*- LIMIT OF. WORK AREA FOR ALL ACNVITIES THATM16HT DAMAGE THE SYSTEM. - - SEE NOTE 18 O -�:... ' -• 1{ a / x 7 x 774,, r x sa ;,n f FENCE°,!jN U p M 15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION S` ➢ . L- .l .'� � f . � BY AN AGENT OF THE BOARD OF HEALTH (OR THE DE51GNEP JF TH15 SYSTEM RE-- 1 a J J •` 7.7 - QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING THATALL WORK. HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE _ Zorw�A'n m . -+I 'Gravel ; z p _ *'.� JOHN M PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED_ Y . -M. mv 10 t Dnvewa x 6.9 _ O'REILLY I► O'REILLY. - 7.2 2-o ,. - < v CIVIL vis NO 33 16.) EXISTING 1000 GALLON 5EPTIC TANK AND D15TIBUTION BOX TO BE PUMPED ` . O . - NO: 36200 AND REMOVED FROM SITE, INCLUDING ANY CONTAMINATED SOIL - - - + r x 7.7 = &6 a ..._ , . '. _ 1+ � ,y,' ��... (G� � ( F c S10P 17.) PLUMBING TO 13E RAISED AND RELOCATED AS PER PLAN VIEW AND PROFILE. Existing .Flow Diffusors with Stone _ ,:i1 _ . / ,�.: ds .'� •'. 6� �� GI�TEP K qN,� .S J NEy� � RELOCATE 4.2 FEET NORTH OF HOUSE CORNER AND RAISE TO 3 FEET BELOW TOP TO REMAIN OF FOUNDATION:: ALL PLUMBING' CHANGES TO BE COMPLETED PER MA STATE - {` D�•I ` • 4' 3.93 'a PLUMBING CODE AND COMPLETED BY A MA STATE PLUMBER. INSTALLER TO VERIFY - PROPOSED LIMIT OF WORK J of Pavement - 5A5 INVERT PRIOR TO PLUMBING CHANGE OR SETTING SEPTIC TANK: _ Ed F p\jH OM ps, J �j� OF 18.) FLOOD PLAIN NOTES: �� ^(G ` / / AL �0�.. JOHN CS� �`a1,`t"H y PLAN COMPLETED USING THE 1988 NAVD DATUM AND THE CURRENT FLOOD MAP5 Beach ACCe55 Stair Walkway �/ 1v L til, R, G EFFECTIVE JULY 16, 2014, EXISTING DWELLING CONSTRUCTED 1987. PROPOSED PO V y t", JOHN IA. ,p ADDITION WILL BE LESS THAN 50% OF THE VALUE OF THE EXISTING STRUCTURE_ PR�X//X-iE WAY - - y �� o'REs 3v. ,� o�r��lu v y REFER TO OLD FLOOD MARS, SEE FEMA PANEL #25001 5-005DUV15ED JULY 2,.: !�1 1992, ZONE Al2. FLOOD ELEVATION 10-0- USING 1929 DATUM: EXISTING �_ dX ,� 10• -2 DWELLING TOP EL= 10.0, FINISH FLOOR EL= '1.1 .O AND AVERAGE FINISH GRADE - Cs. ✓' \ OQ' ''' 9Fvl �Q• ' h� E� ATE Coastal Dune BENCHMARK: --1 1 T of PK Nail Set vY� N LE a� Tseng Re5idence 4o J- Hagerty, Reef, Cape Cods Home Budder, PO Box f 86, West Dennis, MA 02670 SITE � 5EWAGE DI5PO5AL 5Y5TEM PIAN 50 POWER5 LANE, YARMOUTH, MA 215' J.M. OTEILLY & ASSOCIATES, INC. tonges�Ru - O 20 4� �B Professional Engineering & Land Surveying Services 1 500 GALLON f -- SEPTIC TANK DB -3 _-7 SZ -EL= 1.17 HIGH GROUNDWATER SCALE 1 °=20' ..�.--- D BOx 3' 15 mai; Street-;:Route''BAi COnitllls l0ri H-.20 _--_EL= -0.13 065tRVED GROUNDWATER OEd05/155EE SEPTIC INSPECTION ON FRE @ SOH (50696-BBpI .Office P'� Boz :799 r r - BrEwstet, MA fi2691508)006 ¢602 az - - DATE: SCALE: _, BY: .CHECK: 1JOUNUMBEK:.. "SEE NOTE 17 PLUMBING TO 13E RAISED AND RELOCATED AS PER, PIAN VIEW; PROFILE AND NOTE 17. - - G3AAlOBS\REFJA7070 TSENG s 09/17115 A5 i tedte Iv1TF1gb JMO JMO-707 .A POWERS LANE\DWG\7070 5D5 PLAN - �'��.JlOC.1eL��lfxr �� FLOW PROFILE: INSPECTION NOTE: EL 6.4± (NAVD 1988) ,. 'THREE \ - NOT TO SCALE: (3) COVERS TOTAL 24' DIAMETER CONCRETE COVERS PRIOR TO FINAL INSPECTION BY THE ENGINEER; SYSTEM ., ..,... RAISED D WITHIN FINISH NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. - ,P.F/ISED PLAN, 10/1411 5. ADJUSTED MINIMUM CRAWL SPACE 5L48 ELEVATION - TOP Of FOUNDATION GRADE (ORAS NOTED) NOT TO EL= 5.3, ABOVE FXI5TING SAS ELEVATION. - EL 9. I ±.. :SEE NOTE #5) - - '�r Pr BEL= 7.25 Pro EL -7.25 P EL 6.3 REVISED PLAN, !0!7115,: CORRECTED CONSERVATION NOTES, CHANGED NOTE 17 ! E 1J - AND CHANGED SEPTIC FLOW PROFILE ELEVATIONS. d z ` y�\pew a� Tseng Re5idence 4o J- Hagerty, Reef, Cape Cods Home Budder, PO Box f 86, West Dennis, MA 02670 SITE � 5EWAGE DI5PO5AL 5Y5TEM PIAN 50 POWER5 LANE, YARMOUTH, MA 215' J.M. OTEILLY & ASSOCIATES, INC. tonges�Ru - O 20 4� �B Professional Engineering & Land Surveying Services 1 500 GALLON f -- SEPTIC TANK DB -3 _-7 SZ -EL= 1.17 HIGH GROUNDWATER SCALE 1 °=20' ..�.--- D BOx 3' 15 mai; Street-;:Route''BAi COnitllls l0ri H-.20 _--_EL= -0.13 065tRVED GROUNDWATER OEd05/155EE SEPTIC INSPECTION ON FRE @ SOH (50696-BBpI .Office P'� Boz :799 r r - BrEwstet, MA fi2691508)006 ¢602 az - - DATE: SCALE: _, BY: .CHECK: 1JOUNUMBEK:.. "SEE NOTE 17 PLUMBING TO 13E RAISED AND RELOCATED AS PER, PIAN VIEW; PROFILE AND NOTE 17. - - G3AAlOBS\REFJA7070 TSENG s 09/17115 A5 i tedte Iv1TF1gb JMO JMO-707 .A POWERS LANE\DWG\7070 5D5 PLAN - �'��.JlOC.1eL��lfxr