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Home My WebLink About83-2036 - Site Plan002Ln ROOF RUN OFF c'; IF USING GUTTERS PROVIDE DRY WELLS OTHER - o_ WISE PROVIDE STONE TRENCH FOR DRIP LINE Do LD Cd MAXIMUM BUILDING HEIGHT o GRADE AT STREET SIDE OF BUILDING=19.5 le 19.5 + 35=54.5=MAX. PEAK ROOF 54.5-(33'-11.5"*)=TOP FOUND. -20.5 *DESIGN DISTANCE FROM PEAK TO TOP FOUND. RIVERFRONT ALL OF LOT I'S IN THE RIVERFRONT NEW CONSTRUCTION BEYOND EXISTING FOOTPRINT: WINDMILL & DECK (RAISE) 661±S.F. STONE PATIO 846±S.F. HOUSE, DECK, STEPS 1290±S.F. TOTAL NEW AREA 2797±S.F. gP HARDSCAPE PATIO DESIGN ) (SEE PHILIP CHENEY PLAN)--,,, LAPLAN) \ � 1 _� 6,9 4" PVC 10.5 11.2 S.F. r 125 v �N 1/.0 v REMOVE SPRUCETREE / t \ 17.2 Qj PROPOSED FENCE V'0 2 / 43 ( i�� apo ALONG TOP BANK _ 7 / 91, '.5 n 1 7 1,6 �. / 4 a 7 1,3 `Z_ yv Cb 3.6 `S . 0�0o,�h 1 �� .0 5 • 12.03 . 14.:: N /F KILMAN Y 17.0 zG 17.7 PROPOSED WATER LONG STANDING OCCUPATION 0.00 17.48 RAISE IN PLACE EXISTING ONE BEDROOM DWELLING ON PIERS PER MCKENNA ENGINEERING CONSULTANTS PLAN WITH BOTTOM OF LOWEST HORI- ZONTAL BEAMS TO BE AT ELEVATION 14 NAVD88 PLUMBER TO INSTALL EJECTOR PUMP CAPABLE OF 40 GPM ® 14.2' OF HEAD. A NON GRINDER PUMP NEEDS TO PASS 2" DIAM. SOLIDS OR, A GRINDER PUMP MEETING PLUMBING CODE MAY BE USED ONLY IF TWO COMPARTMENT 1500 GALLON SEPTIC TANK IS USED "'fBENCH MARK --TOP & CENTER OF CONC. BOUND= 30.22 ASSIGNED 13,9 9 N N /F COFFEY 15.3 ci'18.1 PROPOSED 2390±S.F. 4 BEDROOM DWELLING 6a WITH 241±S.F. EN- CLOSED DECK 32 EDGE PROP. DRIVE 18.5 j G 0�;�17.91 C\ 17 {. 7.7 i \ OO �17.4 17.43 x 17 V 31 17.97// /71�) Z 4 CO) ZONING DISTRICT: LEGEND TH 1 TEST HOLE LOCATION, NUMBER -W- WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) -G-- GAS LINE MARKINGS 9.5 x 18,3 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �G--- EXISTING CONTOUR 8-" PROPOSED CONTOUR ELEVATIONS SHOWN ARE NAVD88 f0.1' USING VERTCOM. UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) ---------- PROPOSED WORK LIMIT REV. 10/23/2015 --PATI O Y 17.0 zG 17.7 PROPOSED WATER LONG STANDING OCCUPATION 0.00 17.48 RAISE IN PLACE EXISTING ONE BEDROOM DWELLING ON PIERS PER MCKENNA ENGINEERING CONSULTANTS PLAN WITH BOTTOM OF LOWEST HORI- ZONTAL BEAMS TO BE AT ELEVATION 14 NAVD88 PLUMBER TO INSTALL EJECTOR PUMP CAPABLE OF 40 GPM ® 14.2' OF HEAD. A NON GRINDER PUMP NEEDS TO PASS 2" DIAM. SOLIDS OR, A GRINDER PUMP MEETING PLUMBING CODE MAY BE USED ONLY IF TWO COMPARTMENT 1500 GALLON SEPTIC TANK IS USED "'fBENCH MARK --TOP & CENTER OF CONC. BOUND= 30.22 ASSIGNED 13,9 9 N N /F COFFEY 15.3 ci'18.1 PROPOSED 2390±S.F. 4 BEDROOM DWELLING 6a WITH 241±S.F. EN- CLOSED DECK 32 EDGE PROP. DRIVE 18.5 j G 0�;�17.91 C\ 17 {. 7.7 i \ OO �17.4 17.43 x 17 V 31 17.97// /71�) Z 4 CO) ZONING DISTRICT: R25 FRONT YARD: 30' SIDE YARD: 15' REAR YARD: 20' LOT COVERAGE: 25% Im ------------- SLAB=15.3 1 THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 TEST HOLE DATE: November 5, 2014 8" PERFORMED BY: Ron Cadillac,, Soil Evaluator WITNESSED BY: Amy Von Hone, RS, CHO PERC RATE: <2'-00"/inch (Cl &C2 layers) SOIL SURVEY(1993): Carver coarse sand 30" FOUND=20,5 GEOLOGIC MAP(1986): Harwich outwash plain deposits �- 2 Compartment Tank Needed If grinder Invert 15.10 3 DRY WELLS (H-20) 64" Invert .15.85 Ejector Pum used WITH TWO H-10 COVERS Use Gas Baffle Invert 14.33 Use Gas Baffle Proposed Two 'H-10 COVERS Proposed Top ponc.=15.0 S=1 /4"/ft Top Peastone/ Filter Cloth=14.5 1500 Gal. S=1 /4"/ftMax Screened S=1 /8" /ft -- 6' Went 17.6 A layer 10yr 3/3 sandy loom B Payer 10yr 5/6 sandy foam 15.1 C1 layer 2.5y 6/4 fine to med. loamy sand 123 C2 layer 2.5y 6/6 med, coarse sand (trace fines) no water 62 Invert 15.35 Septic Tank 11137 Proposed H-20 -------- --- T TEST HOLE 2 Invert 14.50 Invert 14.1712.17 9.6 5.97 Bottom DEPTH (inches) ELEV.(fei 6 Stone Or compact Proposed I I i Proi N osied ' i 1 , 1 NOTES JOB NO. Y14-37 015 30'-1 PALMER2.DWG 1 1. LOCUS 1S A.M. 22, PARCEL 59. FB 30/63 SB 13/62 2. ELEVATIONS SHOWN ARE NAVD88 f0.1' USING VERTCOM. 1' 5, 3. LOCUS IS IN FLOOD ZONES: VE(EL.13), AE(EL.11), X(0.2% RISK), X (OUTSIDE 0.2% RISK) Oi ON FIRM PANEL 0569J DATED JULY 16, 2014. BOUNDARIES SHOWN ARE SCALED. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. Qa' Sao 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. a 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". $ 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. NOT ' 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST- BE PROVIDED. SCALE LEACH AREA COVERS: BUILD UP H-10 COVERS TO 6" BELOW GRADE --2 ON TANK, 2 ON D -BOXES, 2 ON LEACHING. GARBAGE GRINDER: 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 550 GPD WITH CONTACT THE BOARD OF4 HEALTH; OR R.J. CADILLAC. 64" 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1 APPROX. 3' OF STONE ON THE IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3): BOTTOM LEACHING AREA: 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN [(47.5' X 11')] LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(fee 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 TEST HOLE DATE: November 5, 2014 8" PERFORMED BY: Ron Cadillac,, Soil Evaluator WITNESSED BY: Amy Von Hone, RS, CHO PERC RATE: <2'-00"/inch (Cl &C2 layers) SOIL SURVEY(1993): Carver coarse sand 30" FOUND=20,5 GEOLOGIC MAP(1986): Harwich outwash plain deposits �- 2 Compartment Tank Needed If grinder Invert 15.10 3 DRY WELLS (H-20) 64" Invert .15.85 Ejector Pum used WITH TWO H-10 COVERS Use Gas Baffle Invert 14.33 Use Gas Baffle Proposed Two 'H-10 COVERS Proposed Top ponc.=15.0 S=1 /4"/ft Top Peastone/ Filter Cloth=14.5 1500 Gal. S=1 /4"/ftMax Screened S=1 /8" /ft -- 6' Went 17.6 A layer 10yr 3/3 sandy loom B Payer 10yr 5/6 sandy foam 15.1 C1 layer 2.5y 6/4 fine to med. loamy sand 123 C2 layer 2.5y 6/6 med, coarse sand (trace fines) no water 62 Invert 15.35 Septic Tank 11137 Proposed H-20 -------- --- T TEST HOLE 2 Invert 14.50 Invert 14.1712.17 9.6 5.97 Bottom DEPTH (inches) ELEV.(fei 6 Stone Or compact Proposed I I i Proi N osied ' i A layer 10yr 3/3 17. sandy loam B layer 10yr 5/6 sandy loam 15. C1 layer 2.5y 6/4 fine to med. loamy sand 12. C2 layer 2.5y 6/6 med. coarse sand (trace fines) [ ( + no water 6.3 USE 4 DRY WELLS CENTERED IN 10' 137 DESIGN CAPACITY: 559.8 GPD X 50.5' X 2' LEACH AREA=5.52 GPD. [(522:5 SF + 234 SF) X .74 GPD/SF] SITE PLAN FOR DAVID & MELISSA PALMER LOT 4, 33 :CREST CIRCLE, WEST YARMOUTH, MA OCTOBER 1, 2015 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 C)2015 BY R.J. CADILLAC PAGE 1 OF 1 1 , 1 11 015 30'-1 r__ 1 Bottom TH1=6.225' 1' 5, ,. $ CF <If ltstimoted High Groundwater=2.5 NAVD88 DESIGN DATA 28" BEDROOMS: 5 LEACH AREA V GARBAGE GRINDER: No°' USE 3 DRY WELLS SET 7' APART 60" a` REQUIRED CAPACITY: 550 GPD WITH 4' OF STONE ON THE ENDS 64" SEPTIC TANK: 1500 GAL. AND APPROX. 3' OF STONE ON THE BOTTOM LEACHING AREA: 522.5 SF SIDES, FOR A 47-6" LONG BY 11' [(47.5' X 11')] WIDE BY -2' DEEP LEACH AREA. SIDE LEACHING AREA; 234 SF RESERVE 2 11' 47 5') X 2' DEEP)] ^ A layer 10yr 3/3 17. sandy loam B layer 10yr 5/6 sandy loam 15. C1 layer 2.5y 6/4 fine to med. loamy sand 12. C2 layer 2.5y 6/6 med. coarse sand (trace fines) [ ( + no water 6.3 USE 4 DRY WELLS CENTERED IN 10' 137 DESIGN CAPACITY: 559.8 GPD X 50.5' X 2' LEACH AREA=5.52 GPD. [(522:5 SF + 234 SF) X .74 GPD/SF] SITE PLAN FOR DAVID & MELISSA PALMER LOT 4, 33 :CREST CIRCLE, WEST YARMOUTH, MA OCTOBER 1, 2015 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 C)2015 BY R.J. CADILLAC PAGE 1 OF 1