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HomeMy WebLinkAbout83-2068 - Title 5 Site PlanI SYSTEM PROFILE TEOMPONENTS BE ALL SHALL 10.75' 1 D 61' 70 1000 GAL H-10 TEE SYSTEM DESIGN. MARK DS WITHCMAGNETIC TAPE OR 10' 1500 CAL H-10 TEE TH1 SEPARATE CIRCUIT FROM PUMP (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. SEPTIC TANK FIRST FL. EL. 24.27' PROVIDE MIN. 20" DIAM. WATERTIGHT UTILITY POLE PUMP CHAMBER 14' ° °o°o°o i ACCESS COVERS TO WITHIN 6" OF FIN.GRADE Q ELEV. CONCRETE COVERS TO WITHIN 3" GRADE .: TUF-TITE EF -4 19.0' PROP. WATERTIGHT COVER TO GRADE 19.0' - o 000ao of °°� EL toss' ACME OR EDUAL �., ! LS 1OYR 4/2 YR 4/2 1 0" 13.0 MINIMUM .75' OF COVER OVER PRECAST (OR EQUAL) 14'•0 500 GAL.+ 16.44' 2% SLOPE REQUIRED OVER �YSTEM NOTE: 2" MIN. WALL PRECAST H-10 I PRECAST H-10 THICKNESS REQUIRED RISERS (TYP.) RISERS (TYP.) 2•p 2'0 4"OSCH40 PVC PIPES LEVEL 1ST 2' 2" PEASTONE OR GEOTEXTILE FILTER FABRIC OVER STONE BLOCKS OR MORTAR ALL PRECAST RISERS COMPONENTS -4'H-10 ENDS (NP') 3;:j> .... (-•-`. {jam SIDES 117.0' 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. `H-10 500 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' (_?.5% SLOPE) (-L-7 % SLOPE) (1-% SLOPE) MIN. FOUNDATION - 17' - SEPTIC TANK 14 PUMP 42 D' BOX - 12 CHAMBER *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 99- 11.0' X 99.1 10.75' 1 D 61' 70 1000 GAL H-10 TEE SYSTEM DESIGN. BE INSTALLED INSIDE BUILDING, ALARM TO BE ON 10' 1500 CAL H-10 TEE TH1 SEPARATE CIRCUIT FROM PUMP 20' TEST HOLE SEPTIC TANK GARBAGE DISPOSER IS NOT ALLOWED �QY UTILITY POLE PUMP CHAMBER 14' ° °o°o°o i W/O SLAB Q ELEV. 4' LIO. LEVEL .: TUF-TITE EF -4 19.0' SEE DETAIL 19.0' - o 000ao of °°� EL toss' ACME OR EDUAL �., EFFLUENT FILTER LS 1OYR 4/2 YR 4/2 1 0" 1000 GAL. H-10 S/ (OR EQUAL) SEPTIC TANK: 330 GPD (2) = 660 500 GAL.+ 16.44' SLOPE TO DRAIN BACK TO PC ALARM ON RESERVE W/MOLDED IN GAS 34" USE A 1500 GAL. SEPTIC TANK FLOAT SWITCH PUMP ON a'Sc aD PVC 0-0-0-0-0-0-080 0 0 o C 0 0 0 0 000 0 0 0 0 DEFLECTOR 0 0 0 0 0 0 0 0 0 0 o C 0 0 0 0 0 0° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o C 0_010101010 00„0„°„0„0, 0 0°° 0 0 0 0 0 0 o c 010„0„0„0„0„0„0„0„0�0„0� 4" WORKING RANGE 8" MYERS SRM 4 DEPTH OF FLOW - 4' - 6" CRUSHED STONE OR MECHANICAL *12 0' TEE SIZES: COMPACTION. (15.221 [2]) INLET DEPTH = 10" 4 SUBMERSIBLE 4/10 HP PUMP OUTLET DEPTH - 14" PUMP OFF 12" 2" PEASTONE OR GEOTEXTILE FILTER FABRIC OVER STONE BLOCKS OR MORTAR ALL PRECAST RISERS COMPONENTS -4'H-10 ENDS (NP') 3;:j> .... (-•-`. {jam SIDES 117.0' 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. `H-10 500 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' (_?.5% SLOPE) (-L-7 % SLOPE) (1-% SLOPE) MIN. FOUNDATION - 17' - SEPTIC TANK 14 PUMP 42 D' BOX - 12 CHAMBER *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 99- PROP. WATERTIGHT COVER TO GRADE X 99.1 ALARM AND CONTROL PANEL -[98.4]- SYSTEM DESIGN. BE INSTALLED INSIDE BUILDING, ALARM TO BE ON PROVIDE QUICK DISCONNECT FOR PUMP TH1 SEPARATE CIRCUIT FROM PUMP 20' TEST HOLE 27,SLOPE GARBAGE DISPOSER IS NOT ALLOWED �QY UTILITY POLE CLASS 1 14' DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD ® STREE Q ELEV. ELEV. Q 0" - 19.0' 0" -FA 19.0' - A LS USE A 330 GPD DESIGN FLOW INV. IN 10.61' LS 1OYR 4/2 YR 4/2 1 0" 1000 GAL. H-10 S/ 2" PRESSURE LINE SEPTIC TANK: 330 GPD (2) = 660 500 GAL.+ LS SLOPE TO DRAIN BACK TO PC ALARM ON RESERVE 16.2' 34" USE A 1500 GAL. SEPTIC TANK FLOAT SWITCH PUMP ON 0.25" WEEP HOLES SETTINGS: CHECK VALVE 4" WORKING RANGE 8" MYERS SRM 4 LEACHING: 4 SUBMERSIBLE 4/10 HP PUMP SIDES: 2 (25 + 12.8) 2 (.74) = 111 GPD PUMP OFF 12" SYSTEM (OR EQUAL) BOTTOM 25 x 12.8 (.74) = 236.8 GPD 000 000000 000000 0000 0 0 0000 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 I 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 SIDE SETBACK 20' TEST HOLE 27,SLOPE OF GROUND �QY UTILITY POLE CLASS 1 FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING #134 MAYFLOWER TERR. N/F JAMES J. BANNO PROP. SCREENED PORCH WITH OPEN, UNHEATED STORAGE AREA BELOW -_ i PROPOSED FIRST FL. DECK OVER WALKOUT PATIO \♦ RQp PROP. 10' WIDE PLANTED / BUFFER (SEE LANDSCAPE t PLAN) -_�' . C 8.0' BOTTOM TH-1 NO GROUNDWATER FOUND LEACHING FACILITY TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, RS LOT FRONTAGE DATE: 8/27/15 MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' MIN. PERC. RATE _ < 2 MIN/INCH MAX. BUILDING HEIGHT CLASS 1 SOILS ® STREE Q ELEV. ELEV. Q 0" - 19.0' 0" -FA 19.0' - A LS LS 1OYR 4/2 YR 4/2 1 0" 9" B B LS LS 34" 1OYR 3/4 16.2' 34" 1OYR 4/6 X, G PERC G MS MS 2.5Y 5/6 2.5Y 6/6 132" I 18_0' 120" 1 NO GROUNDWATER ENCOUNTERED 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 70, \ v� 1 \ �1 00 PROP. GRAVEL DRIVE - _ PROP. DRIVEWAY EXPANSION SCRS• � � PORCH ��_ \ HIGH POINT: W/OUTDOOR - sroRaGE 2 j�EL 22.2' NDER -10 .77-'C0�♦�. l ♦ 1�'.e. PINE q ♦ i DINAH'S POND (TIDAL) + 0.77 C�W ,� BENCHMARK: MAG NAIL AT EL 22.0' OSED DWELLING FL. = EL. 24.27' S• ROP. LANDSCAPE TIMBER WALL (SEE LANDSCAPE PLAN) `-CONCRETE MASONRY PAVER PATIO AT FIRE PIT LAND SUBJECT TO COASTAL STORM FLOWAGE ryiyK(ELEV. 9 SEAWARD) PINES PROPOSED PEASTONE PATH TO PIER PROPOSED 10' WIDE PLANTED AREA (SEE LANDSCAPE PLAN) RE -GRADE TO ENSURE ALL DRAINAGE REMAINS ON LOCUS (TYP) ;146 MAYFLOWER TERR. N/F JANET K. MACHUNSKI TRS. ROBERT AND KATHLEEN KELLY TRS. m LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 119 PARC SOUNDINGS = MLW DATUM LOCUS IS WITHIN FEMA FLC 9 AND X AS SHOWN ON Cl #25001CO583J DATED 7/1E (DWELLING IS IN X) NOTES 1. DATUM IS NAVD '88 (UPLAN 2. MUNICIPAL WATER IS AVAILA 3. MINIMUM PIPE PITCH TO BE ' 4. DESIGN LOADING FOR ALL PF TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE M 6. CONSTRUCTION DETAILS TO E 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSE[ BE USED FOR LOT LINE STAKIN( PURPOSE. B. PIPE FOR SEPTIC SYSTEM TC 9. COMPONENTS NOT TO BE BA WITHOUT INSPECTION BY BOARD PERMISSION OBTAINED FROM BC 10. CONTRACTOR SHALL BE RE' DIGSAFE (1-888-344-7233) Al LOCATION OF ALL UNDERGROUN PRIOR TO COMMENCEMENT OF V 11. ANY UNSUITABLE MATERIAL REMOVED 5' BENEATH AND ARC LEACHING FACILITY. 12. EXISTING SEPTIC SYSTEM S1 REMOVED. 13. DRYWELLS ARE PROPOSED I ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT MIN. LOT SIZE 40,000 c MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20' MAX. BUILDING HEIGHT 35' AB01 ® STREE OWNER OF RECORD NICHOLAS J. DiNINNO JR. & DONNA 161 OLD TAVERN ROAD LEOMINSTER, MA REFERENCES DEED BOOK 29159 PAGE 36 PLAN BOOK 79 PAGE 101 REFER TO LANDSCAPE PLAN BY HA' SMITH INC. DATED 4/25/16 FOR FU TO INCLUDE PROPOSED FINAL GRADI TITLE 5 SITE SHOWING PROPOSED DWELLII AT 140 MAYFLOWER T SOUTH YARMO PREPARED FOR NICHOLAS DiNIN off 508-362-4541 MARCH 10, 2016 fax 508-362-9880 M Cr downcO e.com © �" >';°`"�� REV. 6/6/16 (REMOVE PIER REFERENCI P 3`��j A SSq� , jN c= l.!q S • ? ti C e�own cape engineefing1 i4c. ~ � °ANIF' A / _� DANIEL ° OJ ! ` A. o CIVIL 10 OJALA `�"'� Scale: 1 20' civil engineers No. 45502 land surveyors.,Po �F o A No. 40980 939 Main Street ( Rte 6A) (' `S E�� F ss ° �p s' D SU 0 0 20 30 40 5 YARMOUTHPORT MA 02675 NAL z A^/ J DATE DANIEL A. OJALA, P.E., P.L.S. 15-224 DWELLING 15-224 DiNINNO\DWG\15-224 DININNO-A.DWG