The URL can be used to link to this page

Home My WebLink About83-2052 - Site PlanLEGEN D 99- EXISTING CONTOUR X 991 EXIST. SPOT ELEV. �-- LOT SIZE 40,000 SF* & STAKED PROPOSED CONTOUR 99 PROPOSED SPOT EL. TH1 FRONT SETBACK 30' ow SL m t o TEST HOLE 2J SLOPE OF GROUND MIN. UTILITY POLE a 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 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 v LEACH FIELD DETAIL 1 ` 1._20. 1 1 3 11 J In 00 1 0 U 1 co d Q 1 � 1 � 1 1 1 �1 \ / r? RUN POND (TIDAL) �u 1 13-314 4 4/ 4L `1J 4 LOT 1 17,765+/- SQ. FT. 0.41+ ACRES (U APPROX.�O� A WETLAND 0. AC. OTAL LOT 2 14966+/- SQ. FT. 0.34+/- ACRES SYSTEM PROFILE (NOT TO SCALE) PROVIDE WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PRECAST H-10 RISERS (TYP.) 40 PVC 24 85'* 10" u" 8.55' TEE 1500 GAL H-10 TEE SEPTIC TANK 4' LIO. LEVEL ACME OR EQUAL GAS & (__L% % SLOPE) FOUNDATION- 15' - SEPTIC TANK FLOODZOtE DESIGN FO ND OF R DWELLIN AND A NOTE: FJJ��`11AL GRADING BE IN CORDANCE WITH FE NO BASEMENT AL ED. LE. VENTED CRAWLSPA E TO GRA 1 SMAR ENT PER 200 SF CRAWLSPACE OC STAKED SILT FENCE ALONG SWALE _rj4"0SCH40 PVC PIPES LEVEL 1ST 2' 8.30' o 00000000000 0� 6" MIN. SUMP 0 0 0 0 0 0 0 LE .. o ppOOOppppppp pp _ ° °p�p�pgoxo�p p. 8.15' " 7.98' 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15221 [2]) WATER TEST D'BOX FOR LEVELNESS (--!-% SLOPE) (-l-% SLOPE) - 15' D' BOX 5' REQUIRED ( Y26 HERS) )UIREMENT 3LA6 A R ABOVE OUTSIDE H 12" OF GRADE 2 SIDES. 0 0 0 am ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. VENT WITH CHARCOAL FILTER /1 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°o°°°o°o°o°°o°o°o°e°o°°°o°00°°0°ob0bo°oonou".000poaaooppop 7.95' °0°0000°0°000°0000000°o°0op°O°0o0op°poo°oo0°eo o p o 0 0 0 o 0 O o_o_o o°°°°°o eo°o°00000 poop 00000 po 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 6._6\BOTTOM AT EL. 4.5 , 113•; ogogogo o�ogogo %gSgo°g8gog S oag"o' °oSg%QooSg%goee 7.3' 4" PVC SET AT .005'/' SLOPE )N 6" DOUBLE WASHED 3/4" - 1 1/2" STONE 6.0' 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 LEACHING FACILITY 2. MUNICIPAL WATER IS AVAILABLE MONITORING WE)_L` SET 7/18, A 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 -1Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. �0))) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 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. UTIL POLE - 13. ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS, OR TO DRIP TRENCHES PROP. DW MIN. TOP ELEVATION jSWALE l [41 l 0 o ' PROP. WORK LIMIT \ LINE OF SILT FENCE LOT SIZE 40,000 SF* & STAKED {\ STRAWBALES � _rj4"0SCH40 PVC PIPES LEVEL 1ST 2' 8.30' o 00000000000 0� 6" MIN. SUMP 0 0 0 0 0 0 0 LE .. o ppOOOppppppp pp _ ° °p�p�pgoxo�p p. 8.15' " 7.98' 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15221 [2]) WATER TEST D'BOX FOR LEVELNESS (--!-% SLOPE) (-l-% SLOPE) - 15' D' BOX 5' REQUIRED ( Y26 HERS) )UIREMENT 3LA6 A R ABOVE OUTSIDE H 12" OF GRADE 2 SIDES. 0 0 0 am ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. VENT WITH CHARCOAL FILTER /1 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°o°°°o°o°o°°o°o°o°e°o°°°o°00°°0°ob0bo°oonou".000poaaooppop 7.95' °0°0000°0°000°0000000°o°0op°O°0o0op°poo°oo0°eo o p o 0 0 0 o 0 O o_o_o o°°°°°o eo°o°00000 poop 00000 po 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 6._6\BOTTOM AT EL. 4.5 , 113•; ogogogo o�ogogo %gSgo°g8gog S oag"o' °oSg%QooSg%goee 7.3' 4" PVC SET AT .005'/' SLOPE )N 6" DOUBLE WASHED 3/4" - 1 1/2" STONE 6.0' 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 LEACHING FACILITY 2. MUNICIPAL WATER IS AVAILABLE MONITORING WE)_L` SET 7/18, A 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 -1Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. �0))) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 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. UTIL POLE - 13. ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS, OR TO DRIP TRENCHES PROP. DW MIN. TOP ELEVATION jSWALE l [41 l 0 o ' LOCUS MAP NOT TO SCALE ASSESSORS MAP 34 PARCEL 266 LOCUS IS WITHIN FEMA FLOOD ZONE AE(EL 12) AS SHOWN ON COMMUNITY PANEL #25001CO589J DATED 7/16/2014 SITE IS IN AN OPA, NO FED. FLOOD INSURANCE AVAILABLE WETLAND FLAGGED BY HAMLYN CONSULTING ZONING SUMMARY ZONING DISTRICT: RS -40 5 a PROVIDED MIN. LOT SIZE 40,000 SF* 17,765 SF UPLAND cA d r 91.00' MIN. FRONT SETBACK 30' ow SL m t o MIN. � c 20,2' MIN. REAR SETBACK 20' a *LOT CREATED 12/1/65 (GRANDFATHERED) o IS NOT LOCATED WITHIN 0 a Locus a 5r Nantucket tin Sound 5D LOCUS MAP NOT TO SCALE ASSESSORS MAP 34 PARCEL 266 LOCUS IS WITHIN FEMA FLOOD ZONE AE(EL 12) AS SHOWN ON COMMUNITY PANEL #25001CO589J DATED 7/16/2014 SITE IS IN AN OPA, NO FED. FLOOD INSURANCE AVAILABLE WETLAND FLAGGED BY HAMLYN CONSULTING ZONING SUMMARY ZONING DISTRICT: RS -40 PROVIDED MIN. LOT SIZE 40,000 SF* 17,765 SF UPLAND MIN. LOT FRONTAGE 150'* 91.00' MIN. FRONT SETBACK 30' 67.5' MIN. SIDE SETBACK 20'(6'*) 20,2' MIN. REAR SETBACK 20' 268' *LOT CREATED 12/1/65 (GRANDFATHERED) SITE IS NOT LOCATED WITHIN MESA/NHESP MAPPING TEST HOLE LOGS ENGINEER: LISA LYONS, RS WITNESS: SUSAN RASK, RS DATE: 6/15/05 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS PERCOLATION TESTING PERFORMED 8/31/05 BY RICK JUDD, RS, AMY VON HONE, RS WITNESSING; RATE IS < 2 MIN/INCH IN LS LAYER CID1 11 I BENCHMARK - CTR. OF CATCH) I Q ELEV. 4 ELEV. 1 1 0" 4_8' 0" 4.7' 1 BASIN ELEV. = 5.06' (NAND 88 FILL 9„ A IVIS A/E 18 1OYR 3/1 LS 1OYR 5/1 22 B B LS I� 1I I SMALL LS 10YR 4/3 'LONG PROP LINE AREA 10YR 4/3 40 1.36' I� DRAIN 39" 1.55' \8 skaz SPEED LIMIT SIGN , j`tAOFA;, a��iNOFa.wss i C 40TRtS o C vy a� I. =V DANIEL A. cy o> DANIEL 4m� MS (EL. taa') MS I IVIOJA�L 0.%AL• 44" ob . wa er 1.13' 42" obs water 4 502 1 � o No. 40 80 I 1.2' UTIL POLE 'rC a�Te��;, E' a� tOYR 5/4 I t L -t6 `fFsS osuR 2.5Y 5/3 120" -5.2 120" -5.3 DATE DANIEL A. OJALA, P.E., P.L.S. \ 1 � II td ff 508-362-4541 ax 508-362-9880 owncape.comdown cope eeering, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 TITLE 5 S7E PLAN OF -v 145 !7.3"ONLYTH T T T Y PREPARED FOR VIN T JAMEESON DATE: 12-28-2015 Scale: 1 "= 20' 0 10 20 30 40 50 FEET 13-314 JAMESON.C4JG