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Home My WebLink About83-2068 - Title 5 Site Plan002FL. EL. II SYSTEM PROFILE PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROP. WATERTIGHT COVER TO GRADE 13.0' MINIMUM .75' OF COVER OVER P� I NOTE: 2" MIN. WALL Ilj PRECAST M-10 PRECAST H-10 THICKNESS REQUIRED RISERS (TYP.) RISERS (TYP.) 2'0 2'0 4"OSCH40 PVC PIPES LEVEL IST 2' 4'- ENOS ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. I CONCRETE COVERS TO WITHIN 3" GRADE 2% SLOPE REQUIRED OVER �YSTEM *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY 2" PEASTONE OR GEOTEXTILE EXISTING CONTOUR X 99.1 FILTER FABRIC OVER STONE 20.0' PROPOSED CONTOUR 198.41 BLOCKS OR TH1 Q ELEV. PRECAST RISERS 22; SLOPE OF GROUND MORTAR ALL H-10 11,0' FIRE HYDRANT TEE 1500 GAL H-10 INV'S 10.75' 10.61' TEE 7000 GAL H-10 LS .� 10YR 4/2 10" SEPTIC TANK 9" B PUMP CHAMBER B LS W/O SLAB LS 34" 10YR 3/4 4' LIQ. LEVEL' '• TUF-TITE EF -4 SEE DETAIL o 000000000000°°i EL. 14.85' ACME OR EQUAL '. EFFLUENT FILTER 0 0°0°0°0°0°0° 0c 16.44' 1 . '. W/MOQDED)IN GAS a'sc ao pvc o 0 0 0 0 0 0 0 0 0 o C 0 0 0 0 0 0 0 0 0 0 0 0 DEFLECTOR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 C O„O„O,.,O�O�O 0,0_0,0'0'0, 0 0 0 0 0 0 0 0 0 0 o c o„ o„ O� 0„ O� O� O� o�o� 0� 0� 0� DEPTH OF FLOW - ' 6" CRUSHED STONE OR MECHANICAL TEE SIZES: COMPACTION. (15.221 [21) INLET DEPTH 10» OUTLET DEPTH 14" (2'5% SLOPE) (--!-% SLOPE) (-L-% SLOPE) MIN. FOUNDATION - 17' - SEPTIC TANK14, PUMP 42, D' BOX - CHAMBER *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY 2" PEASTONE OR GEOTEXTILE EXISTING CONTOUR X 99.1 FILTER FABRIC OVER STONE 20.0' PROPOSED CONTOUR 198.41 BLOCKS OR TH1 Q ELEV. PRECAST RISERS 22; SLOPE OF GROUND MORTAR ALL H-10 9'o Y FIRE HYDRANT COMPONENTS (TYP.) INV'S EL 16.17 4' 17.0' 5 lP o�PSfPI� Rd NCocks LS SIDES 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. `-H -1D 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.0' X 12.83' 12' PORTION OF SEPTIC SYSTEM PROP. WATERTIGHT COVER TO GRADE ALARM AND CONTROL PANEL BE INSTALLED INSIDE PROVIDE QUICK DISCONNECT FOR PUMP SYSTEM DESIGN. BUILDING. ALARM TO BE ON SEPARATE CIRCUIT FROM PUMP GARBAGE DISPOSER IS NOT ALLOWED 14' DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW INV. IN 10.61' 1000 GAL. H-10 S/ 2" PRESSURE LINE SEPTIC TANK: 330 GPD (2) = 660 500 GAL.+ SLOPE TO DRAIN BACK TO PC ALARM ON USE A 1500 GAL. SEPTIC TANK FLOAT SWITCH RESERVE 0.25" WEEP HOLES SETTINGS: PUMP ON CHECK VALVE LEACHING: 4" WORKING RANGE 8 MYERS SRM 4 SIDES: 2 (25 + 12.8) 2 (.74) = 111 GPD4 SUBMERSIBLE 4/10 HP PUMP PUMP OFF 12" SYSTEM (OR EQUAL) BOTTOM 25 x 12.8 (.74) = 236.8 GPD o00 �0000 000000 0000 0 0 0000 TOTAL: 470 S.F. 347.8 GPD PUMP CHAMBER USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WATERPRTO OOF/WATERTIGHT OF/wALERrIGHT WITH 4 STONE AT ENDS AND 4' AT SIDES MA APPROVED DATE BOARD OF HEALTH LEGEND- EGEND99- 99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. -[98.4}- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH1 Q ELEV. TEST HOLE 22; SLOPE OF GROUND 19.0' UTILITY POLE 9'o Y FIRE HYDRANT NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING PLAT. 8.0' BOTTOM TH-1 NO GROUNDWATER FOUND _ LEACHING FACILITY TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, WITNESS: AMY VON HONE, RS DATE: 8/27/15 SE #13587 PERC. RATE _ < 2 MIN/INCH Follins o _. CLASS I SOILS Fi,Fs t' ` Q ELEV. ELEV. Q 0" 19.0' 0" 19.0' A � Knob Hr7/ L l- A LS 5 lP o�PSfPI� Rd NCocks LS 10YR 4/2 10YR 4/2 10" 9" B B LS LS 34" 10YR 3/4 16.2' 34.. 10YR 4/6 X, C C PERC MS MS 2.5Y 5/6 2.5Y 6/6 132" I 18_0' 120" I 9.0' NO GROUNDWATER ENCOUNTERED NOTE: EXIST. SEPTIC SYSTEM SHOWN APPROX. ONLY \ (AS -BUILT UNCLEAR) 1 \ \ PROP. 40 MIL LINER AT 5' OFF \ SAS. TOP AT EL. 17, BOTTOM AT \ EL. 13 /a. O' `O 21 \ #134 MAYFLOWER TERR. N/F JAMES J. BANNO \ 20 F \ PROP. SCREENED PORCH WITH OPEN, UNHEATED STORAGE AREA BELOW \ FIRST FL. D DECK OVER WALKOUT PATIO SLCT All 1 0 1�.Q,,. PINE PROP. 10' WIDE PLANTED qe BUFFER (SEE LANDSCAPE PLAN)1 8� ASrA[ DINAH'S POND (TIDAL) I off 508-362-4541 fax 508-362-9880 downcope.com down cape engineering, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 c? [ VO PROP. GRAVEL DRIVE $ --- � �` \ PROP. DRIVEWAY EXPANSION PORCH �_ \ HIGH POINT:W/OUTDOOR sroRACE 2 Q \ EL. 22.2' NDER I A> 4u- \ 4 22 F BENCHMARK: MAG NAIL AT EL. 22.0' PROPOSED DWELLING 14 FIRST FL. = EL. 24.27 .1 ROP. LANDSCAPE r t TIMBER WALL (SEE LANDSCAPE PLAN) 10 - +0,77 RE -GRADE TO ENSURE ALL DRAINAGE REMAINS ON LOCUS CONCRETE MASONRY PAVER PATIO (TYP) AT FIRE PIT ryiy LAND SUBJECT TO COASTAL STORM FLOWAGE ' (ELEV. 9 SEAWARD) PINES #146 MAYFLOWER TERR. N/F JANET K. MACHUNSKI TRS. PROPOSED PEASTONE PATH TO PIER ROBERT AND KATHLEEN KELLY TRS. PROPOSED SED 10' WIDE PLANTED AREA (SEE LANDSCAPE PLAN) DANIEL sig 0 CIVIL f0 o A. o.4 502 �" OJALA q a , No. 40980 / `�/1 V NAL ENG I,yNF Ss O�OQ- , 1 SSU, cv i DATE DANIEL A. OJALA, P.E., P.L.S. LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 119 PARCEL 15 SOUNDINGS = MLW DATUM LOCUS IS WITHIN FEMA FLOOD ZONE AE EL. 9 AND X AS SHOWN ON COMMUNITY PANEL #25001CO583J DATED 7/16/2014 (DWELLING IS IN X) NOTES 1. DATUM IS NAVD '88 (UPLAND PORTION) 2. MUNICIPAL WATER IS AVAILABLE 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. 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. B. 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. 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. EXISTING SEPTIC SYSTEM SHALL BE PUMPED AND REMOVED. 13. DRYWELLS ARE PROPOSED FOR ROOF RUN-OFF. ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT MIN. LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20' MAX. BUILDING HEIGHT 35' ABOVE AVG. NATURAL GRADE ® STREET SIDE OF DWELLING OWNER OF RECORD NICHOLAS J. DININNO JR. & DONNA DiNINNO 151 OLD TAVERN ROAD LEOMINSTER, MA REFERENCES DEED BOOK 29159 PAGE 36 PLAN BOOK 79 PAGE 101 REFER TO LANDSCAPE PLAN BY HAYNES LIENECK AND SMITH INC. DATED 4/25/16 FOR FURTHER SITE DETAILS, TO INCLUDE PROPOSED FINAL GRADING 1 SHOWING PROPOSED DWELLING AT 140 MAYFLOWER TERRACE SOUTH YARMOUTH PREPARED FOR NICHOLAS DiNINNO MARCH 10, 2016 REV. 6/6/16 (REMOVE PIER REFERENCES, ADD NOTES) Scale: 1"= 20' 0 10 20 30 4C 50 FEET 15-224 DWELLING 15-224 DiNINNO\DWG\15-224 DININNO-A.DWG LAYOUT2-SEPTIC 24X36 Follins o _. Pond �s a OGS Fi,Fs t' ` th ori r'cson le oral o elley � rP, Bay' „ V � Knob Hr7/ L l- ew olds e 5 lP o�PSfPI� Rd NCocks LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 119 PARCEL 15 SOUNDINGS = MLW DATUM LOCUS IS WITHIN FEMA FLOOD ZONE AE EL. 9 AND X AS SHOWN ON COMMUNITY PANEL #25001CO583J DATED 7/16/2014 (DWELLING IS IN X) NOTES 1. DATUM IS NAVD '88 (UPLAND PORTION) 2. MUNICIPAL WATER IS AVAILABLE 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. 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. B. 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. 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. EXISTING SEPTIC SYSTEM SHALL BE PUMPED AND REMOVED. 13. DRYWELLS ARE PROPOSED FOR ROOF RUN-OFF. ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT MIN. LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20' MAX. BUILDING HEIGHT 35' ABOVE AVG. NATURAL GRADE ® STREET SIDE OF DWELLING OWNER OF RECORD NICHOLAS J. DININNO JR. & DONNA DiNINNO 151 OLD TAVERN ROAD LEOMINSTER, MA REFERENCES DEED BOOK 29159 PAGE 36 PLAN BOOK 79 PAGE 101 REFER TO LANDSCAPE PLAN BY HAYNES LIENECK AND SMITH INC. DATED 4/25/16 FOR FURTHER SITE DETAILS, TO INCLUDE PROPOSED FINAL GRADING 1 SHOWING PROPOSED DWELLING AT 140 MAYFLOWER TERRACE SOUTH YARMOUTH PREPARED FOR NICHOLAS DiNINNO MARCH 10, 2016 REV. 6/6/16 (REMOVE PIER REFERENCES, ADD NOTES) Scale: 1"= 20' 0 10 20 30 4C 50 FEET 15-224 DWELLING 15-224 DiNINNO\DWG\15-224 DININNO-A.DWG LAYOUT2-SEPTIC 24X36