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HomeMy WebLinkAbout83-1737 - Site Plan003LEGEND 99 - EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. �- PROPOSED CONTOUR 99 PROPOSED SPOT EL. ThH1 TEST HOLE 2> SLOPE OF GROUND UTILITY POLE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM RUN POND (TIDAL) LEACH FIELD DETAIL 1" = 20' 41 4K SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: N/A BOTTOM 30 x 15 (.74) = 333 GPD TOTAL: 450 S.F. 333 GPD USE 4" PERF. PVC PIPE AND STONE LEACH FIELD DIMENSIONS: 30' x 15' x 0.5 DEEP SEE DETAIL u SYSTEM PROFILE (NOT TO SCALE) PROVIDE WATERTIGHT T FLOOR 13.2' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE FOUND. EL. 12.2' a4'j MINIMUM 75 OF COVER OVER PRECAST 9 5' PRECASTh Hvu-10 RISERS `111.) a0 Pvc 20 - 4"OSCH40 PVC PIPES LEVEL 1ST 2' 85'* 10" 1500 GAL H-10 14" 8.55' TEE SEPTIC TANK TEE 8.30' 0 0 0 0 0 0° 6" MIN. SUMP 4' LIQ. LEVEL o°Bc00000000000 oc ACME OR EQUAL GAS BAFFLE .: 'o coiioo°o°ooio°oo c� 8.15' " " "" ^7.98' Q0C °0C 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2]) WATER TEST D'BOX FOR LEVELNESS (--L% % SLOPE) ( % SLOPE) (-L-% SLOPE) FOUNDATION- 15' - SEPTIC TANK 15' - D' BOX 5' - v LOODZ DESIGN FO ND OF R DWELLINI AND ARAE REQUIRED (Y1�THERS) NOTE: F' AL GRADING BE IN CORDANCE WITH FE A EQUIREMENT NO BA EMENT AL ED.ID CRAWLSPA E TO AV SLAB AT R ABOVE OUTSIDE GRA D1 SMARNT PER 200 SF CRAWLSPACE OCfQ WI 12" OF GRADE 2 SIDES. �( 1 1 F 3 1 1 1 1 (5\ 1 1 c� 1 � 1 w\ N LOT 1 \\ 17,765+/- SQ. FT. 0.41+/ ACRES (UPLAN ) 11 APPROX. A WETLAND \ 1 0. f AC. OTAL \ 4 \\417' LOT 2 14966+/- SQ. FT. 0.34+/- ACRES 4 - STAKED SILT FENCE ALONG SWALE PROP. WORK LIMIT LINE OF SILT FENCE & STAKED STRAWBALES LINE 9�F v 0 S swALE ! ra7� ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. VENT WITH CHARCOAL FILTER n 2% SLOPE REQUIRED OVER SYSTEM 9.3 PROVIDE INSPECTION PORT TO WITHIN " OF FINAL GRADE 2" DOUBLE -WASHED PEASTON < 40 MIL LINER 5' MIN. OFF LEACHING, TOP AT OR GEOTEXTILE FABRIC EL. 8.5, BOTTOM AT EL. 4.5 8.5' o°O000eaeoe eoeoe° 7.95' °°,° o e°ee °e,e,e,ee°,°°°°^S°°°o°° ° e °°°°e° ° o-oeoog0000 o°o°o°o°o°o o°e°o eo °°°o°o °oo °o° Seo °ooQoo °e°°°°°° ° °° °ogo°° ° e°° °% e o ° a °°°°^e�cSgooSpSo °°e °°e°o S % %o-S� =o�%�a�%�o 7.3' 4" PVC SET AT .005'/' SLOPE ON 6" DOUBLE WASHED 3/4"- 1 1/2" STONE 6.0' 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET SPECIFICATIONS OF 310 CMR 15.255(3) PROVIDE APPROXIMATELY 88' OF 40 MIL LINER TO BE PLACED ALONG REMOVAL LIMIT TOP AT EL. 8 5' BOTTOM AT EL. 4.5 PROP. DW MIN. TOP ELEVATION o� TIDALLY INFLUENCED GROUNDWATER ELEV. 1.3' MONITORING WELL SET AND AUTOMATED READINGS TAKEN OVER A FULL MOON CYCLE NOTES (HIGHEST TIDES OF THE MONTH) 1. DATUM IS NAND 88 LEACHING FACILITY 2. MUNICIPAL WATER IS AVAILABLE MONITORING WE SET 7/18, F GROUNDWATER READINGS WERE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. \/ 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. �v) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) \J, 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. THE FULL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES \ PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. WETLAND FLAGGED BY HAMLYN CONSULTING. 1 1 11 Dr1f)c DI IAI-(1CC Tn DC n1DC/`TCl1 T(1 MOVIIICI I C LOCUS MAP NOT TO SCALE ASSESSORS MAP 34 PARCEL LOCUS IS WITHIN FEMA FL001 12) AS SHOWN ON COMMUNI' #25001CO589J DATED 7/16/ AN OPA, NO FED. FLOOD INS AVAILABLE WETLAND FLAGGED BY HAML1 ZONING SUMMAR ZONING DISTRICT: RS -40 MIN. LOT SIZE 40,000 SF* MIN. LOT FRONTAGE 150'* MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20'(6' MIN. REAR SETBACK 20' *LOT CREATED 12/1/65 (GRA SITE IS NOT LOCATED WITHIN MAPPING TEST HOLE LI ENGINEER: LISA LYONS, RS WITNESS: SUSAN RASK, RS DATE: 6/15/05 PERC. RATE = < 2 MIN/IN CLASS I SOILS PERCOLATION TESTING PERFO JUDD, RS, AMY VON HONE, R < 2 MIN/INCH IN LS LAYER 1 BENCHMARK - CTR. OF CATCH 011 BASIN ELLS/. BASIN ELEV. = 5.06' (NAND 88) 4_8' 0" FILL ® 9„ A LS 18' 22„ 1OYR 5/1 I I I II B 4(_ONG PROPERTY LINE SMALL LS AREA 10YR 4/3 40" DRAIN 39 1.55' 8 SPEED LIMIT SIGN ZN OFMx �-� aµ c rr\ "� �. AS uornEs o SpSEP S,y\ C 41. DAN;FLA.�y� /;°v OAN'FL °ynE' MS OJALA T OL I_^, 1 44" obs. water 1.13' 42" CIVIL ` ^ a No �'Gi90 ], UTIL POLE 502 P G>`>;Tt����� ��,.� mss` �e10YR 5/4 120" -5.2 120" IDATE DANIEL A. OJALA, P.E., P.L.S. I I7 01f508-362-4541 fax 508-362-9880 downcope.com down cape engineering, kc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 OF MI I� MM 111i PREPARED FOR VINUCENT JAMES DATE: 12-28-2015 Sccle:1"= 20' 13-314 0 10 20 30 40 50 FEET 1 � 41 4K SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: N/A BOTTOM 30 x 15 (.74) = 333 GPD TOTAL: 450 S.F. 333 GPD USE 4" PERF. PVC PIPE AND STONE LEACH FIELD DIMENSIONS: 30' x 15' x 0.5 DEEP SEE DETAIL u SYSTEM PROFILE (NOT TO SCALE) PROVIDE WATERTIGHT T FLOOR 13.2' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE FOUND. EL. 12.2' a4'j MINIMUM 75 OF COVER OVER PRECAST 9 5' PRECASTh Hvu-10 RISERS `111.) a0 Pvc 20 - 4"OSCH40 PVC PIPES LEVEL 1ST 2' 85'* 10" 1500 GAL H-10 14" 8.55' TEE SEPTIC TANK TEE 8.30' 0 0 0 0 0 0° 6" MIN. SUMP 4' LIQ. LEVEL o°Bc00000000000 oc ACME OR EQUAL GAS BAFFLE .: 'o coiioo°o°ooio°oo c� 8.15' " " "" ^7.98' Q0C °0C 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2]) WATER TEST D'BOX FOR LEVELNESS (--L% % SLOPE) ( % SLOPE) (-L-% SLOPE) FOUNDATION- 15' - SEPTIC TANK 15' - D' BOX 5' - v LOODZ DESIGN FO ND OF R DWELLINI AND ARAE REQUIRED (Y1�THERS) NOTE: F' AL GRADING BE IN CORDANCE WITH FE A EQUIREMENT NO BA EMENT AL ED.ID CRAWLSPA E TO AV SLAB AT R ABOVE OUTSIDE GRA D1 SMARNT PER 200 SF CRAWLSPACE OCfQ WI 12" OF GRADE 2 SIDES. �( 1 1 F 3 1 1 1 1 (5\ 1 1 c� 1 � 1 w\ N LOT 1 \\ 17,765+/- SQ. FT. 0.41+/ ACRES (UPLAN ) 11 APPROX. A WETLAND \ 1 0. f AC. OTAL \ 4 \\417' LOT 2 14966+/- SQ. FT. 0.34+/- ACRES 4 - STAKED SILT FENCE ALONG SWALE PROP. WORK LIMIT LINE OF SILT FENCE & STAKED STRAWBALES LINE 9�F v 0 S swALE ! ra7� ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. VENT WITH CHARCOAL FILTER n 2% SLOPE REQUIRED OVER SYSTEM 9.3 PROVIDE INSPECTION PORT TO WITHIN " OF FINAL GRADE 2" DOUBLE -WASHED PEASTON < 40 MIL LINER 5' MIN. OFF LEACHING, TOP AT OR GEOTEXTILE FABRIC EL. 8.5, BOTTOM AT EL. 4.5 8.5' o°O000eaeoe eoeoe° 7.95' °°,° o e°ee °e,e,e,ee°,°°°°^S°°°o°° ° e °°°°e° ° o-oeoog0000 o°o°o°o°o°o o°e°o eo °°°o°o °oo °o° Seo °ooQoo °e°°°°°° ° °° °ogo°° ° e°° °% e o ° a °°°°^e�cSgooSpSo °°e °°e°o S % %o-S� =o�%�a�%�o 7.3' 4" PVC SET AT .005'/' SLOPE ON 6" DOUBLE WASHED 3/4"- 1 1/2" STONE 6.0' 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET SPECIFICATIONS OF 310 CMR 15.255(3) PROVIDE APPROXIMATELY 88' OF 40 MIL LINER TO BE PLACED ALONG REMOVAL LIMIT TOP AT EL. 8 5' BOTTOM AT EL. 4.5 PROP. DW MIN. TOP ELEVATION o� TIDALLY INFLUENCED GROUNDWATER ELEV. 1.3' MONITORING WELL SET AND AUTOMATED READINGS TAKEN OVER A FULL MOON CYCLE NOTES (HIGHEST TIDES OF THE MONTH) 1. DATUM IS NAND 88 LEACHING FACILITY 2. MUNICIPAL WATER IS AVAILABLE MONITORING WE SET 7/18, F GROUNDWATER READINGS WERE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. \/ 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. �v) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) \J, 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. THE FULL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES \ PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. WETLAND FLAGGED BY HAMLYN CONSULTING. 1 1 11 Dr1f)c DI IAI-(1CC Tn DC n1DC/`TCl1 T(1 MOVIIICI I C LOCUS MAP NOT TO SCALE ASSESSORS MAP 34 PARCEL LOCUS IS WITHIN FEMA FL001 12) AS SHOWN ON COMMUNI' #25001CO589J DATED 7/16/ AN OPA, NO FED. FLOOD INS AVAILABLE WETLAND FLAGGED BY HAML1 ZONING SUMMAR ZONING DISTRICT: RS -40 MIN. LOT SIZE 40,000 SF* MIN. LOT FRONTAGE 150'* MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20'(6' MIN. REAR SETBACK 20' *LOT CREATED 12/1/65 (GRA SITE IS NOT LOCATED WITHIN MAPPING TEST HOLE LI ENGINEER: LISA LYONS, RS WITNESS: SUSAN RASK, RS DATE: 6/15/05 PERC. RATE = < 2 MIN/IN CLASS I SOILS PERCOLATION TESTING PERFO JUDD, RS, AMY VON HONE, R < 2 MIN/INCH IN LS LAYER 1 BENCHMARK - CTR. OF CATCH 011 BASIN ELLS/. BASIN ELEV. = 5.06' (NAND 88) 4_8' 0" FILL ® 9„ A LS 18' 22„ 1OYR 5/1 I I I II B 4(_ONG PROPERTY LINE SMALL LS AREA 10YR 4/3 40" DRAIN 39 1.55' 8 SPEED LIMIT SIGN ZN OFMx �-� aµ c rr\ "� �. AS uornEs o SpSEP S,y\ C 41. DAN;FLA.�y� /;°v OAN'FL °ynE' MS OJALA T OL I_^, 1 44" obs. water 1.13' 42" CIVIL ` ^ a No �'Gi90 ], UTIL POLE 502 P G>`>;Tt����� ��,.� mss` �e10YR 5/4 120" -5.2 120" IDATE DANIEL A. OJALA, P.E., P.L.S. I I7 01f508-362-4541 fax 508-362-9880 downcope.com down cape engineering, kc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 OF MI I� MM 111i PREPARED FOR VINUCENT JAMES DATE: 12-28-2015 Sccle:1"= 20' 13-314 0 10 20 30 40 50 FEET