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HomeMy WebLinkAbout83-2068 - Title 5 Site Plan - ApprovedI i I SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. Follins POiiII FIRST FL. EL. 24.27' PROVIDE MIN. 20" DIAM. WATERTIGHT - 0 a ACCESS COVERS TO WITHIN 6" !OF FIN. GRADE PROP. WATERTIGHT COVER TO GRADE CONCRETE COVERS TO WITHIN 3" GRADE o 2" PEASTONE OR GEOTEXTILE f(ks a fh FILTER FABRIC OVER STONE _. 1� 1�Inilui iu �S' nc nnvro nvco oocn no -r 11� 1 Fm/ CI nPr RG(11 IIREfI 11VFR AVCTEE.1 I I I O� NOTE: 2" MIN. WALL THICKNESS REQUIRED PVC PIPES LE PIPES LEVEL 75T 2' q'- / ENDS 16.44' BLOCKS OR MORTAR ALL PRECAST RISERS COMPONENTS H-10 (TYP.) INV' SIDES 1 17.0' -H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 3/4--1-1/2- DOUBLE WA�HED STONE 4- MIN. ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.0' X 12.83' 42' - D' BOX - 12' PROP. WATERTIGHT COVER TO GRADE PROVIDE QUICK DISCONNECT FOR PUMP 14' USE A 330 GPD DESIGN FLOW INV. IN 10.61' X 99.1 EXIST. SPOT ELEV. PRECAST H-10 PROPOSED CONTOUR [98.4] PROPOSED SPOT EL. PRECAST H-10 SIDE SETBACK 20' TEST HOLE 2� 1000 GAL. H-10 S/ �> RISERS (TYP.) SEPTIC TANK: 330 GPD (2) = 660 ® STREET SIDE OF E RISERS (TYP.) 500 GAL.+ SLOPE TO DRAIN BACK TO PC USE A 1500 GAL. SEPTIC TANK FLOAT SWITCH ALARM ON LS 2.0 LS 0.25" WEEP HOLES 34" 2'0 16.2' 34" SETTINGS: PUMP ONCHECK X' 1 1.D' OE 500 GAL H-10 1 7()6' 1D.75'_ EE 000 GAL H-10 4" WORKING RANGE SEPTIC TANK 8" PUMP CHAMBER W10 sue EL 14.e5' 12.8) 2 (.74) = 111 GPD a' uD. LEVEL ACME OR EQUAL TUF-TITS EF -4 SEE DETAIL '. SUBMERSIBLE 4/10 HP PUMP PUMP OFF `_. EFFLUENT FILTER 12" SYSTEM (OR EQUAL) BOTTOM 25 x 12.8 (.74) = 236.8 GPD (OR EQUAL) + .:..:....:...:...r .. o,. .:r;. .:::...,...: :'. :: W/MOLDED IN GAS '::..�.:.:..: .:..•;-`�,. .:�:.-i:...,._: : a•scFlao'Pvc o 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 DEFLECTOR 0 0 0 0 0 0 0 o -0-0-0-c o 0 0 0 0 0 0 0 0000 -�_ 0 0 0 0 0 0 0 0 0 0 0 c 0„0n0,P0„0 0 o� 010,010-0, 1 0 0 0 0 0 0 0 0 0 0 0 c 1 0„0„0„0„0,0„0„0„0,0„0„0, USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) (NOT TO SCALE) DEPTH or FLow = 4' 6" CRUSHED STONE OR MECHANICAL AND 4' AT SIDES 12.0' TEE SIZES: COMPACTION. (15.221 [21) INLET DEPTH 10" OUTLET DEPTH 14" ( 2'S% SLOPE) ( % SLOPE) (-1-7 SLOPE) MIN. FOUNDATION - 17' - SEPTIC TANKPUMP 14' CHAMBER 'THE INSTALLER SHALL VERIFY THE -OCATIONS OF ALL UTILITIES AND ALL 3UILDING SEWER OUTLETS AND LEVATIONS PRIOR TO INSTALLING ANY DORTION OF SEPTIC SYSTEM ALARM AND CONTROL PANEL SYSTEM DESIGN. BU BE INSTALLED INSIDE BUILDING. ALARM TO BE ON SEPARATE CIRCUIT FROM PUMP GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD NOTE: 2" MIN. WALL THICKNESS REQUIRED PVC PIPES LE PIPES LEVEL 75T 2' q'- / ENDS 16.44' BLOCKS OR MORTAR ALL PRECAST RISERS COMPONENTS H-10 (TYP.) INV' SIDES 1 17.0' -H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 3/4--1-1/2- DOUBLE WA�HED STONE 4- MIN. ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.0' X 12.83' 42' - D' BOX - 12' PROP. WATERTIGHT COVER TO GRADE PROVIDE QUICK DISCONNECT FOR PUMP 14' USE A 330 GPD DESIGN FLOW INV. IN 10.61' X 99.1 EXIST. SPOT ELEV. -198.41- PROPOSED CONTOUR [98.4] PROPOSED SPOT EL. TH1 SIDE SETBACK 20' TEST HOLE 2� 1000 GAL. H-10 S/ �> 2" PRESSURE LINE SEPTIC TANK: 330 GPD (2) = 660 ® STREET SIDE OF E g" 500 GAL.+ SLOPE TO DRAIN BACK TO PC USE A 1500 GAL. SEPTIC TANK FLOAT SWITCH ALARM ON LS RESERVE LS 0.25" WEEP HOLES 34" 10YR 3/4 16.2' 34" SETTINGS: PUMP ONCHECK X' VALVE LEACHING: 4" WORKING RANGE 8" MYERS SRM 4 SIDES: 2 (25 + 12.8) 2 (.74) = 111 GPD 4" SUBMERSIBLE 4/10 HP PUMP PUMP OFF 12" SYSTEM (OR EQUAL) BOTTOM 25 x 12.8 (.74) = 236.8 GPD 000 crJ000 0 000000 0000 0 0 000=0 TOTAL: 470 S.F. 347.8 GPD PUMP CHAMBER USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) (NOT TO SCALE) WITH 4' STONE AT ENDS AND 4' AT SIDES WATERPROOF/WATERTIGHT APPROVED DATE LEGEND- EGEND99- 99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. -198.41- PROPOSED CONTOUR [98.4] PROPOSED SPOT EL. TH1 SIDE SETBACK 20' TEST HOLE 2� SLOPE OF GROUND �> UTILITY POLE yi% r FIRE HYDRANT IOTE- NOT ALL SYMBOLS MAY APPEAR IN DRAWING i MA BOARD OF HEALTH PLAT. PROP. 10' WIDE PLANTED BUFFER (SEE LANDSCAPE PLAN) 8.0' BOTTOM TH-1 NO GROUNDWATER FOUND LEACHING FACILITY TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, RS DATE: 8/27/15 PERC. RATE _ < 2 MIN/INCH CLASS 1 SOILS p^ 4 ELEV. 19.0 ' p^ _ 4 ELEV. 19.0' _ A _LS MIN. SIDE SETBACK 20' LS FA REAR SETBACK 20' 4/2 BUILDING HEIGHT YR 4/2 10"10YR ® STREET SIDE OF E g" B B LS LS 34" 10YR 3/4 16.2' 34" 10YR 4/6 X' PERC 132" NOTE: EXIST. SEPTIC SYSTEM SHOWN APPROX. ONLY \ (AS -BUILT UNCLEAR) \ PROP. 40 MIL LINER AT 5' OFF \ SAS. TOP AT EL. 17, BOTTOM AT EL 13 1 X21 O/A #134 MAYFLOWER TERR. N/F JAMES J. BANNO ��20 \ jQ �\v 7- PROP. SCREENED PORCH WITH OPEN, UNHEATED STORAGE AREA BELOW PROPOSED FIRST FL. DECK OVER WALKOUT PAT10 ` p \ROp m TO ° 'e 1� PINE o ` A COgSr..9 DINAH'S POND (TIDAL) ��� + 0.77 O 11�k 7GF C MS 2.5Y 5/6 C MS 2.5Y 6/6 1 8_0' 120" I 9.0' NO GROUNDWATER ENCOUNTERED -PROP. GRAVEL DRIVE PROP. DRIVEWAY EXPANSION \ HIGH POINT: \EL 22.2' �\ NAIL AT EL. 22.0' PROPOSED DWELLING FIRST FL. = EL. 24.27' -PROP. LANDSCAPE TIMBER WALL (SEE LANDSCAPE PLAN) \ `CONCRETE MASONRY PAVER PATIO AT FIRE PIT ,y>y LAND SUBJECT TO COASTAL STORM FLOWAGE �A (ELEV. 9 SEAWARD) 2" PINES 2" , -PROPOSED PEASTONE PATH TO PIER I `PROPOSED 10' WIDE PLANTED AREA (SEE LANDSCAPE PLAN) Q� RE -GRADE TO ENSURE ALL DRAINAGE REMAINS ON LOCUS (TYP) #146 MAYFLOWER TERR. N/F JANET K. MACHUNSKI TRS. ROBERT AND KATHLEEN KELLY TRS. LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 119 PARCEL 15 SOUNDINGS = MLW DATUM LOCUS IS WITHIN FEMA FLOOD ZONE 9 AND X AS SHOWN ON COMMUNITY #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 FC( 4. DESIGN LOADING FOR ALL PROPOSED PRE TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORI 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONL`I BE USED FOR LOT LINE STAKING OR ANY 01 PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" 9. COMPONENTS NOT TO BE BACKFILLED OR WITHOUT INSPECTION BY BOARD OF HEALTH PERMISSION OBTAINED FROM BOARD OF HEAI 10. CONTRACTOR SHALL BE RESPONSIBLE FC DIGSAFE (1-888-344-7233) AND VERIFYING LOCATION OF ALL UNDERGROUND & OVERHE, PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERS REMOVED 5' BENEATH AND AROUND THE PR LEACHING FACILITY. 12. EXISTING SEPTIC SYSTEM SHALL BE PUM'. REMOVED. 13. DRYWELLS ARE PROPOSED FOR ROOF RU 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. NA- ® STREET SIDE OF E OWNER OF RECORD NICHOLAS J. DiNINNO JR. & DONNA DiNINNO 161 OLD TAVERN ROAD LEOMINSTER, MA REFERENCES DEED BOOK 29159 PAGE 36 PLAN BOOK 79 PAGE 101 REFER TO LANDSCAPE PLAN BY HAYNES LIENEC SMITH INC. DATED 4/25/16 FOR FURTHER SITE TO INCLUDE PROPOSED FINAL GRADING rL IifI t ..: 1' i L:❑ SHOWING PROPOSED DWELLING AT 140 MAYFLOWER TERR/ SOUTH YARMOUTH PREPARED FOR NICHOLAS DiNINNO off 508-362-4541 MARCH 10, 2016 fax 508-362-9880 I downcape.com ©�Py�s°E}<,yrss,..�.,; REV. 6/6/16 (REMOVE PIER REFERENCES, ADD FOWO cope engineering, Inc. To` DANiELA. `4`' OJALA o�1 civil engineers U NcaSSOz N t!U QJALA Sccle:1"=20' land surveyors No. 40980 -- 939 A Main Street ( Rte 6A) OFF .rO' L aaG� qoo sus °2 0 10 20 30 �O 50 FEET YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. 5-224 DWELLING 15-224 DiNINNO\DWG\15-224 DININNO-A.DWG LAYOUT2-SI