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HomeMy WebLinkAboutEngineered Plan - Rev. 2013LEGEND 99 EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. CARRIAGE HOUSE/GARAGE SYSTEM PROFILE ACCESS COVERS TO WITHIN 6" OF FIN. GRADE SLAB ELEV. 13.5• F13-o'MINIMUM .75' 1OF COVER OVER PRECAST (NOT TO SCALE) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. 2% SLOPE REQUIRED OV PROVIDE INSPECTION PORTS TO WITHIN 3" OF FINISH GRADE T3. o'I I I I SYSTEM DESIGN. (2 %SLOPE) ` ( 1 %SLOPE) (1 %SLOPE) _ FOUNDATION- 10' SEPTIC TANK 65' D' BOX 7' LEACHING LOCUS MAP GARBAGE DISPOSER IS NOT ALLOWED FACILITY_ USE ADJ. WATER AT EL. 2.4' SCALE 1"=2000'± DESIGN FLOW: 1 BEDROOMS © 110 GPD = 110 GPD MAIN HOUSE PROFILEACCESS COVERS To WITHIN 6" OF FIN. GRADE ASSESSORS MAP 51 PARCEL 105 USE A 110 GPD DESIGN FLOW TOP FNDN. ELEV. 14.0' -- LOCUS IS WITHIN FEMA FLOOD ZONE B AND 12.0' MINIMUM .75' OF COVER OVER PRECAST V13 EL. 13 SEPTIC TANK: 110 GPD (2) = 220 PRECAST H-10 TEST HOLE LOGS USE A '1500 GAL. SEPTIC _TANK _ RISERS (TYP.) .:- 4"SCH40 PVC 2'0 LEACHING: ; . .: ENGINEER: DAVID MASON, RS / ARNE H. OJALA, PE, SE ZONING SUMMARY TO EXISTING D'BOX SIDES: N/A *10.5 10" 1a" - AMY VON HONE, RS / 9 95 TEE 1500 GAL H-20 TEE \�9 ' (NOTE: WORK BACK TO PROPOSED SEPTIC TANK UTILIZING WITNESS. ZONING DISTRICT. RS 40 BOTTOM 30 X 15 (.74) = 333 GPD (PROP) 4' LIQ TANKEXISTING D'BOX INLET ELEVATION; BASED ON EXIST ST 4' LIQ. LEVEL GAS BAFFLE ;' ELEVATIONS, THESE PROPOSED ELEVATIONS.WILL WILL WORK) DATE: 6/ 13/01 / 5/6/ 10 TOTAL: 450 S.F. 333 GPD ACME'DR EQUAL ., MIN. LOT SIZE 40,000 S.F. PERC. RATE < 2 MIN/INCH MIN. FRONT SETBACK 30' :..:,.;.::.::...::..... MIN. SIDE SETBACK 20' USE 30 x 15 FIELD OF 2 ROWS OF 6 STANDARD o 0 0 0 0 0 0 0 0 0 o c ' 000000000000 CLASS I SOILS MIN. REAR SETBACK 20 0 0 0 0 0 0 0 0 0 0 o c QUICK 4 INFILTRATORS WITH 3 STONE AT SIDES AND o,,o„o„onono o„o„o„ononor ENDS, 3.3' BETWEEN ROWS 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2])-, ELEV. n ELEV. REFERENCES VARIANCE REQUESTED UNDER TOWN OF YARMOUTH ( 2 , % SLOPE) ( 1 % SLOPE) 0" 12.8' 0" 12.8' LAND COURT<CERT190226 HEALTH-REGS: TOP OF`FOUNDAT16N TO BE 0.10' A # BELOW HIGH POINT IN ROAD (2.1' VARIANCE REQ.) 10' 18' ' LAND COURT PLAN #41437-A FOUNDATION SEPTIC- TANK D BOX ORGANIC LS 4» 6» 10YR 4/2 <V HIGH / A B PT. EL. C2/ 14.1LS LS 0 :'--.�..�, PROPOSED 10" 10YR 3/3 30,, 10YR 5/6 10.3' NOTES 4'x 4' PULLBOX 1. DATUM IS NGVD , BW 2. MUNICIPAL WATER IS EXISTING LS i C 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. , � ` 21" oak 259f 10YR 5/6 , 10.7' 4. DESIGN LOADING FOR SEPTIC TANK TO BE-AASHO H-20 I% 5. PIPE JOINTS TO BE MADE WATERTIGHT. ,%`� / >� PERC 10YR 6 4 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH / \ ,� / / \ `®� 0 310 CMR 1.5.000 .(TITLE 5.) \ripl, 8 h %%%C, O- FS 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ne VV-NBE USED FOR LOT LINE STAKING OR ANY OTHER H OLLI STER PURPOSE. �10YR 7/4 7'\ h.' p' WAY 134 1.63' 129 OBS, W Fg 2.05, 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. \ `` OO (UNCONSTRUCTED) NGWE 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED O WITHOUT INSPECTION BY BOARD OF HEALTH AND oywRFs ,� ` ,3 ,�O PERMISSION OBTAINED FROM BOARD OF HEALTH. \ \4" e 3.00' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING \ EwsnNc DIGSAFE (1-888-344-7233) AND VERIFYING THE C'y \ BULD1NG 10" oaks LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. F \ \GRE GROUNDWATER ADJUSTMENT DATA: 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE \ dbI 10" & 8" oak REMOVED 5' BENEATH AND AROUND THE PROPOSED dbl. 7", 8" oak ZONE: A \LEACHING FACILITY. WELL: MIW 29 \ , � 72 ADJ:0.3' (READING = 6.16' FOR 4/2010) 12. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO 1. tri 7", 8", 12" oak A 6 DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES %` dbl. in • 93. \ A % 9�F 18" 00 " N 19" wh pine \ a Fiy , \kq>' PROPOSED SEPTIC SYSTEM oak PROP. \ 15" W. .''� INSPECTION \ 12" PORT %\ \ oak oak a�oA n"..,,, orunvr rvicT rnT7ecc ' 1.96 ACf ;0 / \ 9 PROPOSED SEPTIC TANK 1. _ EXISTING WORKSHOP \ 1 4' ° PROP. EGRESS STAIRS C0 ... .......... �% � 36" oak LEC. P OSED ..... s \ ♦ / \ ETER STONE WALL (TYP.) W I _ __ __ PROPOSED GARAGE WITH 4'X4,' PULL OX 1 W I PAVED 0. LIVING AREA J \ . `,I DRIVE P :.. 0 PROP R G /G a�. EXISTING PAVED DRIVEWAY TO BE REMOVED �O \ VENT20 0 w O 24" o ; UGWIREs9 \ �S EXISTING VEGETATED AREA TO BE \ LAWN AREA °F. r O\A / W A CLEARED FOR CONSTRUCTION AND REPLACE WITH "CAPE FRIENDLY LAWN" ELEC. Fq ° I .::. PER LANDSCAPE PLAN .............. ................ METER \ \ ,` �%9 ,. I 'Z " � ................�.'.:. GU \ \ �� TH <v EXISTING VEGETATED AREA WIRE \ 5/6/10 �Q� F y2�, , INVASIVE PLANT SPECIES TO :........... BE REMOVED IN 200, RIPARIAN ZONE, AREA TO BE SUPPLEMENTED PRPP STANK QO�G`A MET ':. :::.. W/ NATIVE PLANTINGS \� \ ; G� f, covE� 0 r{SEE LANDSCAPE PLAN) 1 12 O� C, /G _ 1 UMP CLEAN 0 NO G 4 G m �4' S' oal & REMOTE o ( 0J OFF ARK 4, SEPTIC TANK :::::::::::.. 1P0 P NEL \ Ac /� ��\.,,:r�::• BO 0G`Z` oaf �g �l \ , \ QO �/ ' METAL COVERS / -'*'PROTECT do NOTE: EXISTING 5 BEDROOM SEPTIC SYSTEM TO BE RETAINED FOR C % % PRESERVE PROPOSED DWELLING (INSTALLED 10/24/01) ? / oNEYLocusT 1 � 01 � •. MITIGATION .PLANTINGS REF. SITE AND SEWAGE PLAN D. 6/17/01, PREPARED BY 'DAVID t (2,530± SF) B. MASON, RS, DBC ENVIRONMENTAL DESIGNS (EXISTING SYSTEM CONSISTS of 7 HI CAP ENVIRO CHAMBERS \ K / 00, \ WITH 4' STONE AROUND AND 10" UNDER) I - a - / LIMIT OF WORK SILT FENC_.E EXISTING PAVED DRIVEWAY TO BE REMOVED PROP. RE -LOCATED SHED I. MITIGATION PLANTINGS EXISTING REPLACING EXISTING LAWN BENCHMARK ;' �� v13 �' / / (To BE STONE BOUND / (550± SF) EL. =13.54' : REMOVED) ?/ REF. CURRENT RDA 9ti �,Q APPROVAL I:: EXISTING VEGETATED AEA INVASIVE PLANT SPECIES ATO BE REMOVED IN 200''RIPAR'AN ZONE, AREA TO BE SUPPLEMEN,,ED- O W/ NATIVE PLANTINS (SEE LANDSCAPE PLAN). F off 508-362-4541 fax 508-362-9880 I downcape.com d0WO capeengineering, Inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 ii 214 PLEASANT STREET ..-7 SOUTH YARMOUTH I ° e Date PREPARED FOR THOMAS AND DEBORAH COLEMAN 'o �HLjN Of OF Aj4A 5 ��\ZH Mgss9� JANUARY 3, 2013 DANISLA: y�� REV. 6/24/13 MAIN HSE SEPTIC INFO, TF 7 F NIEL Jo OJALA I� A. CIVIL � REV. 8/23/13 (EGRESS STAIRS ON GARAGE) OJALA No.4 0 STeVL ��Scale: 1"= 30 �gAll) Sti0 S/ON 0 15 30 45 60 75 FEET DATE DANIEL A. OJALA, PE., P.L.S. F 99 PROPOSED CONTOUR 2" PEASTONE OR GEOTEXTILE PRECAST H-10 FILTER FABRIC OVER STONE RISERS (TYP.) El (98.4] PROPOSED SPOT EL. 4"SCH40 PVC 2'� 4"0SCH40 PVC rm PIPES LEVEL 1ST 2' 10.01' TEST HOLE 11.0 1 0.80' TEE 1500 GAL H-20 TEEo0 000 10.55 1 2% SLOPE OF GROUND i SEPTIC TANK ,: 0 00000000000 °o� o� 9.68' o0 4' UQ. LEVEL 0000000 GAS BAFFLE :.: 0 000000000000 0c ACME OR EQUAL ° °o°o°o°o°o°o o° go 0.67' UTILITY POLE = 9.90' 9.73o o� 9.01' �-� FIRE HYDRANT ::..: ••. , � 3/4" TO 1 1/2" DOUBLE WASHED STONE 0 byb o000000000000000000 000� NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 00000000000000000000on( 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2]) SYSTEM DESIGN. (2 %SLOPE) ` ( 1 %SLOPE) (1 %SLOPE) _ FOUNDATION- 10' SEPTIC TANK 65' D' BOX 7' LEACHING LOCUS MAP GARBAGE DISPOSER IS NOT ALLOWED FACILITY_ USE ADJ. WATER AT EL. 2.4' SCALE 1"=2000'± DESIGN FLOW: 1 BEDROOMS © 110 GPD = 110 GPD MAIN HOUSE PROFILEACCESS COVERS To WITHIN 6" OF FIN. GRADE ASSESSORS MAP 51 PARCEL 105 USE A 110 GPD DESIGN FLOW TOP FNDN. ELEV. 14.0' -- LOCUS IS WITHIN FEMA FLOOD ZONE B AND 12.0' MINIMUM .75' OF COVER OVER PRECAST V13 EL. 13 SEPTIC TANK: 110 GPD (2) = 220 PRECAST H-10 TEST HOLE LOGS USE A '1500 GAL. SEPTIC _TANK _ RISERS (TYP.) .:- 4"SCH40 PVC 2'0 LEACHING: ; . .: ENGINEER: DAVID MASON, RS / ARNE H. OJALA, PE, SE ZONING SUMMARY TO EXISTING D'BOX SIDES: N/A *10.5 10" 1a" - AMY VON HONE, RS / 9 95 TEE 1500 GAL H-20 TEE \�9 ' (NOTE: WORK BACK TO PROPOSED SEPTIC TANK UTILIZING WITNESS. ZONING DISTRICT. RS 40 BOTTOM 30 X 15 (.74) = 333 GPD (PROP) 4' LIQ TANKEXISTING D'BOX INLET ELEVATION; BASED ON EXIST ST 4' LIQ. LEVEL GAS BAFFLE ;' ELEVATIONS, THESE PROPOSED ELEVATIONS.WILL WILL WORK) DATE: 6/ 13/01 / 5/6/ 10 TOTAL: 450 S.F. 333 GPD ACME'DR EQUAL ., MIN. LOT SIZE 40,000 S.F. PERC. RATE < 2 MIN/INCH MIN. FRONT SETBACK 30' :..:,.;.::.::...::..... MIN. SIDE SETBACK 20' USE 30 x 15 FIELD OF 2 ROWS OF 6 STANDARD o 0 0 0 0 0 0 0 0 0 o c ' 000000000000 CLASS I SOILS MIN. REAR SETBACK 20 0 0 0 0 0 0 0 0 0 0 o c QUICK 4 INFILTRATORS WITH 3 STONE AT SIDES AND o,,o„o„onono o„o„o„ononor ENDS, 3.3' BETWEEN ROWS 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2])-, ELEV. n ELEV. REFERENCES VARIANCE REQUESTED UNDER TOWN OF YARMOUTH ( 2 , % SLOPE) ( 1 % SLOPE) 0" 12.8' 0" 12.8' LAND COURT<CERT190226 HEALTH-REGS: TOP OF`FOUNDAT16N TO BE 0.10' A # BELOW HIGH POINT IN ROAD (2.1' VARIANCE REQ.) 10' 18' ' LAND COURT PLAN #41437-A FOUNDATION SEPTIC- TANK D BOX ORGANIC LS 4» 6» 10YR 4/2 <V HIGH / A B PT. EL. C2/ 14.1LS LS 0 :'--.�..�, PROPOSED 10" 10YR 3/3 30,, 10YR 5/6 10.3' NOTES 4'x 4' PULLBOX 1. DATUM IS NGVD , BW 2. MUNICIPAL WATER IS EXISTING LS i C 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. , � ` 21" oak 259f 10YR 5/6 , 10.7' 4. DESIGN LOADING FOR SEPTIC TANK TO BE-AASHO H-20 I% 5. PIPE JOINTS TO BE MADE WATERTIGHT. ,%`� / >� PERC 10YR 6 4 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH / \ ,� / / \ `®� 0 310 CMR 1.5.000 .(TITLE 5.) \ripl, 8 h %%%C, O- FS 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ne VV-NBE USED FOR LOT LINE STAKING OR ANY OTHER H OLLI STER PURPOSE. �10YR 7/4 7'\ h.' p' WAY 134 1.63' 129 OBS, W Fg 2.05, 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. \ `` OO (UNCONSTRUCTED) NGWE 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED O WITHOUT INSPECTION BY BOARD OF HEALTH AND oywRFs ,� ` ,3 ,�O PERMISSION OBTAINED FROM BOARD OF HEALTH. \ \4" e 3.00' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING \ EwsnNc DIGSAFE (1-888-344-7233) AND VERIFYING THE C'y \ BULD1NG 10" oaks LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. F \ \GRE GROUNDWATER ADJUSTMENT DATA: 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE \ dbI 10" & 8" oak REMOVED 5' BENEATH AND AROUND THE PROPOSED dbl. 7", 8" oak ZONE: A \LEACHING FACILITY. WELL: MIW 29 \ , � 72 ADJ:0.3' (READING = 6.16' FOR 4/2010) 12. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO 1. tri 7", 8", 12" oak A 6 DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES %` dbl. in • 93. \ A % 9�F 18" 00 " N 19" wh pine \ a Fiy , \kq>' PROPOSED SEPTIC SYSTEM oak PROP. \ 15" W. .''� INSPECTION \ 12" PORT %\ \ oak oak a�oA n"..,,, orunvr rvicT rnT7ecc ' 1.96 ACf ;0 / \ 9 PROPOSED SEPTIC TANK 1. _ EXISTING WORKSHOP \ 1 4' ° PROP. EGRESS STAIRS C0 ... .......... �% � 36" oak LEC. P OSED ..... s \ ♦ / \ ETER STONE WALL (TYP.) W I _ __ __ PROPOSED GARAGE WITH 4'X4,' PULL OX 1 W I PAVED 0. LIVING AREA J \ . `,I DRIVE P :.. 0 PROP R G /G a�. EXISTING PAVED DRIVEWAY TO BE REMOVED �O \ VENT20 0 w O 24" o ; UGWIREs9 \ �S EXISTING VEGETATED AREA TO BE \ LAWN AREA °F. r O\A / W A CLEARED FOR CONSTRUCTION AND REPLACE WITH "CAPE FRIENDLY LAWN" ELEC. Fq ° I .::. PER LANDSCAPE PLAN .............. ................ METER \ \ ,` �%9 ,. I 'Z " � ................�.'.:. GU \ \ �� TH <v EXISTING VEGETATED AREA WIRE \ 5/6/10 �Q� F y2�, , INVASIVE PLANT SPECIES TO :........... BE REMOVED IN 200, RIPARIAN ZONE, AREA TO BE SUPPLEMENTED PRPP STANK QO�G`A MET ':. :::.. W/ NATIVE PLANTINGS \� \ ; G� f, covE� 0 r{SEE LANDSCAPE PLAN) 1 12 O� C, /G _ 1 UMP CLEAN 0 NO G 4 G m �4' S' oal & REMOTE o ( 0J OFF ARK 4, SEPTIC TANK :::::::::::.. 1P0 P NEL \ Ac /� ��\.,,:r�::• BO 0G`Z` oaf �g �l \ , \ QO �/ ' METAL COVERS / -'*'PROTECT do NOTE: EXISTING 5 BEDROOM SEPTIC SYSTEM TO BE RETAINED FOR C % % PRESERVE PROPOSED DWELLING (INSTALLED 10/24/01) ? / oNEYLocusT 1 � 01 � •. MITIGATION .PLANTINGS REF. SITE AND SEWAGE PLAN D. 6/17/01, PREPARED BY 'DAVID t (2,530± SF) B. MASON, RS, DBC ENVIRONMENTAL DESIGNS (EXISTING SYSTEM CONSISTS of 7 HI CAP ENVIRO CHAMBERS \ K / 00, \ WITH 4' STONE AROUND AND 10" UNDER) I - a - / LIMIT OF WORK SILT FENC_.E EXISTING PAVED DRIVEWAY TO BE REMOVED PROP. RE -LOCATED SHED I. MITIGATION PLANTINGS EXISTING REPLACING EXISTING LAWN BENCHMARK ;' �� v13 �' / / (To BE STONE BOUND / (550± SF) EL. =13.54' : REMOVED) ?/ REF. CURRENT RDA 9ti �,Q APPROVAL I:: EXISTING VEGETATED AEA INVASIVE PLANT SPECIES ATO BE REMOVED IN 200''RIPAR'AN ZONE, AREA TO BE SUPPLEMEN,,ED- O W/ NATIVE PLANTINS (SEE LANDSCAPE PLAN). F off 508-362-4541 fax 508-362-9880 I downcape.com d0WO capeengineering, Inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 ii 214 PLEASANT STREET ..-7 SOUTH YARMOUTH I ° e Date PREPARED FOR THOMAS AND DEBORAH COLEMAN 'o �HLjN Of OF Aj4A 5 ��\ZH Mgss9� JANUARY 3, 2013 DANISLA: y�� REV. 6/24/13 MAIN HSE SEPTIC INFO, TF 7 F NIEL Jo OJALA I� A. CIVIL � REV. 8/23/13 (EGRESS STAIRS ON GARAGE) OJALA No.4 0 STeVL ��Scale: 1"= 30 �gAll) Sti0 S/ON 0 15 30 45 60 75 FEET DATE DANIEL A. OJALA, PE., P.L.S. F 1 SYSTEM DESIGN. (2 %SLOPE) ` ( 1 %SLOPE) (1 %SLOPE) _ FOUNDATION- 10' SEPTIC TANK 65' D' BOX 7' LEACHING LOCUS MAP GARBAGE DISPOSER IS NOT ALLOWED FACILITY_ USE ADJ. WATER AT EL. 2.4' SCALE 1"=2000'± DESIGN FLOW: 1 BEDROOMS © 110 GPD = 110 GPD MAIN HOUSE PROFILEACCESS COVERS To WITHIN 6" OF FIN. GRADE ASSESSORS MAP 51 PARCEL 105 USE A 110 GPD DESIGN FLOW TOP FNDN. ELEV. 14.0' -- LOCUS IS WITHIN FEMA FLOOD ZONE B AND 12.0' MINIMUM .75' OF COVER OVER PRECAST V13 EL. 13 SEPTIC TANK: 110 GPD (2) = 220 PRECAST H-10 TEST HOLE LOGS USE A '1500 GAL. SEPTIC _TANK _ RISERS (TYP.) .:- 4"SCH40 PVC 2'0 LEACHING: ; . .: ENGINEER: DAVID MASON, RS / ARNE H. OJALA, PE, SE ZONING SUMMARY TO EXISTING D'BOX SIDES: N/A *10.5 10" 1a" - AMY VON HONE, RS / 9 95 TEE 1500 GAL H-20 TEE \�9 ' (NOTE: WORK BACK TO PROPOSED SEPTIC TANK UTILIZING WITNESS. ZONING DISTRICT. RS 40 BOTTOM 30 X 15 (.74) = 333 GPD (PROP) 4' LIQ TANKEXISTING D'BOX INLET ELEVATION; BASED ON EXIST ST 4' LIQ. LEVEL GAS BAFFLE ;' ELEVATIONS, THESE PROPOSED ELEVATIONS.WILL WILL WORK) DATE: 6/ 13/01 / 5/6/ 10 TOTAL: 450 S.F. 333 GPD ACME'DR EQUAL ., MIN. LOT SIZE 40,000 S.F. PERC. RATE < 2 MIN/INCH MIN. FRONT SETBACK 30' :..:,.;.::.::...::..... MIN. SIDE SETBACK 20' USE 30 x 15 FIELD OF 2 ROWS OF 6 STANDARD o 0 0 0 0 0 0 0 0 0 o c ' 000000000000 CLASS I SOILS MIN. REAR SETBACK 20 0 0 0 0 0 0 0 0 0 0 o c QUICK 4 INFILTRATORS WITH 3 STONE AT SIDES AND o,,o„o„onono o„o„o„ononor ENDS, 3.3' BETWEEN ROWS 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2])-, ELEV. n ELEV. REFERENCES VARIANCE REQUESTED UNDER TOWN OF YARMOUTH ( 2 , % SLOPE) ( 1 % SLOPE) 0" 12.8' 0" 12.8' LAND COURT<CERT190226 HEALTH-REGS: TOP OF`FOUNDAT16N TO BE 0.10' A # BELOW HIGH POINT IN ROAD (2.1' VARIANCE REQ.) 10' 18' ' LAND COURT PLAN #41437-A FOUNDATION SEPTIC- TANK D BOX ORGANIC LS 4» 6» 10YR 4/2 <V HIGH / A B PT. EL. C2/ 14.1LS LS 0 :'--.�..�, PROPOSED 10" 10YR 3/3 30,, 10YR 5/6 10.3' NOTES 4'x 4' PULLBOX 1. DATUM IS NGVD , BW 2. MUNICIPAL WATER IS EXISTING LS i C 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. , � ` 21" oak 259f 10YR 5/6 , 10.7' 4. DESIGN LOADING FOR SEPTIC TANK TO BE-AASHO H-20 I% 5. PIPE JOINTS TO BE MADE WATERTIGHT. ,%`� / >� PERC 10YR 6 4 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH / \ ,� / / \ `®� 0 310 CMR 1.5.000 .(TITLE 5.) \ripl, 8 h %%%C, O- FS 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ne VV-NBE USED FOR LOT LINE STAKING OR ANY OTHER H OLLI STER PURPOSE. �10YR 7/4 7'\ h.' p' WAY 134 1.63' 129 OBS, W Fg 2.05, 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. \ `` OO (UNCONSTRUCTED) NGWE 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED O WITHOUT INSPECTION BY BOARD OF HEALTH AND oywRFs ,� ` ,3 ,�O PERMISSION OBTAINED FROM BOARD OF HEALTH. \ \4" e 3.00' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING \ EwsnNc DIGSAFE (1-888-344-7233) AND VERIFYING THE C'y \ BULD1NG 10" oaks LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. F \ \GRE GROUNDWATER ADJUSTMENT DATA: 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE \ dbI 10" & 8" oak REMOVED 5' BENEATH AND AROUND THE PROPOSED dbl. 7", 8" oak ZONE: A \LEACHING FACILITY. WELL: MIW 29 \ , � 72 ADJ:0.3' (READING = 6.16' FOR 4/2010) 12. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO 1. tri 7", 8", 12" oak A 6 DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES %` dbl. in • 93. \ A % 9�F 18" 00 " N 19" wh pine \ a Fiy , \kq>' PROPOSED SEPTIC SYSTEM oak PROP. \ 15" W. .''� INSPECTION \ 12" PORT %\ \ oak oak a�oA n"..,,, orunvr rvicT rnT7ecc ' 1.96 ACf ;0 / \ 9 PROPOSED SEPTIC TANK 1. _ EXISTING WORKSHOP \ 1 4' ° PROP. EGRESS STAIRS C0 ... .......... �% � 36" oak LEC. P OSED ..... s \ ♦ / \ ETER STONE WALL (TYP.) W I _ __ __ PROPOSED GARAGE WITH 4'X4,' PULL OX 1 W I PAVED 0. LIVING AREA J \ . `,I DRIVE P :.. 0 PROP R G /G a�. EXISTING PAVED DRIVEWAY TO BE REMOVED �O \ VENT20 0 w O 24" o ; UGWIREs9 \ �S EXISTING VEGETATED AREA TO BE \ LAWN AREA °F. r O\A / W A CLEARED FOR CONSTRUCTION AND REPLACE WITH "CAPE FRIENDLY LAWN" ELEC. Fq ° I .::. PER LANDSCAPE PLAN .............. ................ METER \ \ ,` �%9 ,. I 'Z " � ................�.'.:. GU \ \ �� TH <v EXISTING VEGETATED AREA WIRE \ 5/6/10 �Q� F y2�, , INVASIVE PLANT SPECIES TO :........... BE REMOVED IN 200, RIPARIAN ZONE, AREA TO BE SUPPLEMENTED PRPP STANK QO�G`A MET ':. :::.. W/ NATIVE PLANTINGS \� \ ; G� f, covE� 0 r{SEE LANDSCAPE PLAN) 1 12 O� C, /G _ 1 UMP CLEAN 0 NO G 4 G m �4' S' oal & REMOTE o ( 0J OFF ARK 4, SEPTIC TANK :::::::::::.. 1P0 P NEL \ Ac /� ��\.,,:r�::• BO 0G`Z` oaf �g �l \ , \ QO �/ ' METAL COVERS / -'*'PROTECT do NOTE: EXISTING 5 BEDROOM SEPTIC SYSTEM TO BE RETAINED FOR C % % PRESERVE PROPOSED DWELLING (INSTALLED 10/24/01) ? / oNEYLocusT 1 � 01 � •. MITIGATION .PLANTINGS REF. SITE AND SEWAGE PLAN D. 6/17/01, PREPARED BY 'DAVID t (2,530± SF) B. MASON, RS, DBC ENVIRONMENTAL DESIGNS (EXISTING SYSTEM CONSISTS of 7 HI CAP ENVIRO CHAMBERS \ K / 00, \ WITH 4' STONE AROUND AND 10" UNDER) I - a - / LIMIT OF WORK SILT FENC_.E EXISTING PAVED DRIVEWAY TO BE REMOVED PROP. RE -LOCATED SHED I. MITIGATION PLANTINGS EXISTING REPLACING EXISTING LAWN BENCHMARK ;' �� v13 �' / / (To BE STONE BOUND / (550± SF) EL. =13.54' : REMOVED) ?/ REF. CURRENT RDA 9ti �,Q APPROVAL I:: EXISTING VEGETATED AEA INVASIVE PLANT SPECIES ATO BE REMOVED IN 200''RIPAR'AN ZONE, AREA TO BE SUPPLEMEN,,ED- O W/ NATIVE PLANTINS (SEE LANDSCAPE PLAN). F off 508-362-4541 fax 508-362-9880 I downcape.com d0WO capeengineering, Inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 ii 214 PLEASANT STREET ..-7 SOUTH YARMOUTH I ° e Date PREPARED FOR THOMAS AND DEBORAH COLEMAN 'o �HLjN Of OF Aj4A 5 ��\ZH Mgss9� JANUARY 3, 2013 DANISLA: y�� REV. 6/24/13 MAIN HSE SEPTIC INFO, TF 7 F NIEL Jo OJALA I� A. CIVIL � REV. 8/23/13 (EGRESS STAIRS ON GARAGE) OJALA No.4 0 STeVL ��Scale: 1"= 30 �gAll) Sti0 S/ON 0 15 30 45 60 75 FEET DATE DANIEL A. OJALA, PE., P.L.S. F