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Home My WebLink About83-2036 - Site Planv ROOF RUN OFF 6 IF USING GUTTERS PROVIDE DRY WELLS OTHER- °' WISE PROVIDE STONE TRENCH FOR DRIP LINE 00 M MAXIMUM BUILDING HEIGHT ti GRADE AT STREET SIDE OF BUILDING=19.5 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 IS 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. r •z.�,8 HARDSCAPE PATIO E DESIGN (SEE PHILIP CHENEY PLAN) REMOVE SPRUCE TREE / 6.9 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 4" PVC CAPABLE OF 40 GPM 0 14.2' OF HEAD, A NON GRINDER PUMP NEEDS TO PASS 2" DIAM. SOLIDS OR, A GRINDER PUMP MEETING PLUMBING CODE 10.5 MAY BE USED ONLY IF TWO COMPARTMENT 11.2 1500 GALLON SEPTIC TANK IS USED 11XBENCH MARK --TOP & CENTER OF CONC. BOUND= 30.22 ASSIGNED r 1zs PROPOSED FENCE TT ` / i ALONG TOP BANK / 77J / 3 1419 ,91 y T y 1163/ r �� . 13.9 13 6 7qS 1.3 X/ m �h G� 0 17,2 ✓.7.6 Ctn,7 i i< i _ �O• i 1.3 1 0 171 • 12.03 14,7 N /F KILMAN 17.0 76 17,7 PROPOSED WATER LONG STANDING / OCCUPATION 17.48 N /F COFFEY 1 9 PROPOSED 2390±S.F. 4 BEDROOM DWELLING 16.8 WITH 241±S.F. EN- CLOSED DECK E EDGE PROP. DRIVE 18.5 18 4 17.96 1800 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) 2. ELEVATIONS SHOWN ARE NAVD88 10.1' USING VERTCOM. /--6-� EXISTING CONTOUR LOCUS IS IN FLOOD ZONES: VE(EL.13), AE(EL.11), X(0.2% RISK), X (OUTSIDE 0,2% RISK) PROPOSED CONTOUR UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 5. TREE (IF SHOWN, NOT ALL SHOWN) __________ PROPOSED WORK LIMIT REV, 10/23/2015 --PATIO 17.0 76 17,7 PROPOSED WATER LONG STANDING / OCCUPATION 17.48 N /F COFFEY 1 9 PROPOSED 2390±S.F. 4 BEDROOM DWELLING 16.8 WITH 241±S.F. EN- CLOSED DECK E EDGE PROP. DRIVE 18.5 18 4 17.96 1800 ZONING DISTRICT: R25 FRONT YARD: 30' SIDE YARD: 15' REAR YARD: 20' LOT COVERAGE: 25% 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" PROP.TOP FOUND=20.5 GEOLOGIC MAP(1986): Harwich outwash plain deposits 2 Compartment Tank Needed .f grinder invert 15.10 3 DRY WELLS (H-20) Invert 15.85 1 Elector Pump used Use Gas Baffle Use Gas Baffle Invert 14.33WITH TWO H-10 COVERS 64" ----------- Two H-10 COVERS P ro Proposed Posed Top Conc.=15.0 S=1 /4"/ft IteP Cloth=14.5 SLAB=15.3 1500 Gal. S-1/4" /ft Screened -1_ S=1 /8"/ft F --6' Max /vent THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE A layer 10yr 3/3 sandy loam B layer 10yr 5/6 sandy loam C1 layer 2.5y 6/4 'fine to med. loamy sand C2 layer 2.5y 6/ med. coarse sand (trace fines) no water 17.6 15.1 12.3 62 Invert 15.35 Septic Tank j/ 137 Proposed H-20 --- - ------- 24 T TEST HOLE 2 Invert 14.50 Invert 14.17 12.17 6" Stone or compact Proposed , 9.6' 5.97' Bottom DEPTH (inches) ELEV,(feet) P P Proposed i NOTES JOB NO. Y14-37 15 i PALMER2.DWG 25' -� 1. LOCUS IS A.M. 22, PARCEL 59. FB 30/63 SB 13/62 2. ELEVATIONS SHOWN ARE NAVD88 10.1' USING VERTCOM. ° 3. LOCUS IS IN FLOOD ZONES: VE(EL.13), AE(EL.11), X(0.2% RISK), X (OUTSIDE 0,2% RISK) < 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. Sao 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". DESIGNDATA 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 TO 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE BEDROOMS: COVER : BUILD UP H-10 COVERS TO 6" BELOW GRADE --2 ON TANK, 2 ON D -BOXES, 2 ON LEACHING. LEACH AREA 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,501LS DIFFERING FROM THE SOIL LOG ARE FOUND, REQUIRED CAPACITY: CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. WITH 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1 1500 GAL. IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). APPROX.-3'-OF STONE ON THE 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN 522.5 SF SIDES, FOR A 47-6" LONG BY 11' LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (Inches) ELEV.(feet) 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" PROP.TOP FOUND=20.5 GEOLOGIC MAP(1986): Harwich outwash plain deposits 2 Compartment Tank Needed .f grinder invert 15.10 3 DRY WELLS (H-20) Invert 15.85 1 Elector Pump used Use Gas Baffle Use Gas Baffle Invert 14.33WITH TWO H-10 COVERS 64" ----------- Two H-10 COVERS P ro Proposed Posed Top Conc.=15.0 S=1 /4"/ft IteP Cloth=14.5 SLAB=15.3 1500 Gal. S-1/4" /ft Screened -1_ S=1 /8"/ft F --6' Max /vent THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE A layer 10yr 3/3 sandy loam B layer 10yr 5/6 sandy loam C1 layer 2.5y 6/4 'fine to med. loamy sand C2 layer 2.5y 6/ med. coarse sand (trace fines) no water 17.6 15.1 12.3 62 Invert 15.35 Septic Tank j/ 137 Proposed H-20 --- - ------- 24 T TEST HOLE 2 Invert 14.50 Invert 14.17 12.17 6" Stone or compact Proposed , 9.6' 5.97' Bottom DEPTH (inches) ELEV,(feet) P P Proposed i A layer 10yr 3/3 sandy loam B layer 10yr 5/6 sandy loam C1 layer 2.5y 6/4 dine to med. loamy sand C2 layer 2.5y 6/6 med. coarse sand (trace fines) no water 17.7 15.4 12.4 ( USE 4 DRY WELLS CENTERED IN 10' 137 6.3 DESIGN CAPACITY: 559.8 GPD X 50.5' X 2' LEACH AREA=552 GPD. [(522.5 SF + 234 SF) X .74 GPD/SF] SITE PLAN FOR DAVID & MELISSA PALMER LOT 41 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 0)2015 BY R.J. CADILLAC PAGE 1 OF 1 N 15 i D 25' -� I---- 30 --i i r- 1'-+ Bottom TH1=6.2 I 15' 8„ al N Estimated High Groundwater=2.5 NAVD88 DESIGNDATA 28" BEDROOMS: 5 LEACH AREA GARBAGE GRINDER: No USE 3 DRY -WELLS SET 7' APART 60"� 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'A WIDE BY 2' DEEP LEACH AREA. SIDE LEACHING AREA: 234 SF RESERVE [2 11'+ 4_75') X 2' DEEP)] A layer 10yr 3/3 sandy loam B layer 10yr 5/6 sandy loam C1 layer 2.5y 6/4 dine to med. loamy sand C2 layer 2.5y 6/6 med. coarse sand (trace fines) no water 17.7 15.4 12.4 ( USE 4 DRY WELLS CENTERED IN 10' 137 6.3 DESIGN CAPACITY: 559.8 GPD X 50.5' X 2' LEACH AREA=552 GPD. [(522.5 SF + 234 SF) X .74 GPD/SF] SITE PLAN FOR DAVID & MELISSA PALMER LOT 41 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 0)2015 BY R.J. CADILLAC PAGE 1 OF 1