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Home My WebLink About33 Crest Circle Site PlanROOF RUN OFF a IF USING GUTTERS PROVIDE DRY WELLS OTHER- WISE PROVIDE STONE TRENCH FOR DRIP LINE m MAXIMUM BUILDING HEIGHT In 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. 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. RUN NEW WATER SERVICE FROM MAIN HOUSE AND 10' AWAY FROM SEWER --EXISTING WATER LINE IS IN SAME TRENCH AS SEWER. �'2E/8 4�_ SHOREY ROUND 4' INSIDE DIAMETER EJECTOR PUMP CHAMBER DRILL 3/8" WEEP/VENT HOLE ZONING DISTRICT: R25 FRONT YARD: 30' SIDE YARD: 15' REAR YARD: 20' 7.80 larm 29" Qui UniDisconnect/ oLOT COVERAGE: 25% Invert On 25" Check Valve Off 18" 5.83 EJECTOR PUMP STORAGE CAPACITY: 110 GAL. 3.66___,,--'6" STONE UNDER DOSES PER DAY: 3 Bottom HIGH GROUND WATER IS BELOW BOTTOM CHAMBER ALARM & EJECTOR PUMP NOTES RAISE IN PLACE EXISTING ONE BEDROOM DWELLING 1. ALARM TO BE WIRED BY ELECTRICIAN ON ON PIERS PER MCKENNA SEPARATE CIRCUIT FROM PUMP. ENGINEERING CONSULTANTS PLAN 2. ELECTRICAL WORK TO BE INSPECTED BY WITH BOTTOM OF LOWEST HORI- WIRING INSPECTOR. ZONTAL BEAMS TO BE AT 3. ALARM TO BE LOCATED ON COTTAGE. ELEVATION 14 NAVD88 4. PUMP TO BE CAPABLE OF PASSING 1 1/4" SOLIDS AND INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S • 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 1000- EXIST. 986 EXIST. INV. 8.00 INSTALL ROUND EJECTOR PUMP CHAMBER AS SHOWN. SPECIFICATIONS. 5. USE LIBERTY LE41A, 4/5 HP PUMP, CAPABLE a.s OF 41 GPM AT 16' TDH --------------- 11.2 6� BENCH MARK --TOP & CENTER OF SLAB=15.3 WOOD STAKE= 13.50 NAVD88 i 12.5 c E \ y N/F SLAB=11.5 COFFEY S.F. i4 PROPOSED FENCE f: 0 2'y ALONG TOP BANKi� 7 174 176 /\WVl / l• 1�/7 \U X///��/ L�3 / (0� 1.3 2 Yy / 13L '36CO S l 19. DIRT 13 / 0 16,4 ...,:•.. .\o^ �. i 17.0 \ \ Nx1 '3 \ 17,7 14.5 PROPOSED WATER • 12.03 N /F KILMAN LONG STANDING OCCUPATION NOTES JOB NO. Y14-37 O TH 1 TEST HOLE LOCATION, NUMBER PALMER2.DWG WATER LINE MARKINGS 1. LOCUS IS A.M. 22, PARCEL 59. FB 30/63 SB 13/62 G-- 2. ELEVATIONS SHOWN ARE NAVD88 f0.1' USING VERTCOM. EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) 3. LOCUS IS IN FLOOD ZONES: VE(EL.13), AE(EL.11), X(0.2% RISK), X (OUTSIDE 0.2% RISK) Great �� O� PROPOSED CONTOUR ON FIRM PANEL 0569J DATED JULY 16, 2014. BOUNDARIES SHOWN ARE SCALED. UTILITY POLE (IF SHOWN) 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) X - 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. TREE (IF SHOWN, NOT ALL SHOWN) 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. REV. 12/22/2015 --BOARD OF HEALTH CHANGES 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". Jo�� 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW SFO Proposed D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. S-1 /4 "/ft 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO To Peas t / COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, D -BOX, PUMP CHAMBER, 2 ON LEACHING. SCALE 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, CONTACT THE BOARD OF.HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN 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 1000- EXIST. 986 EXIST. INV. 8.00 INSTALL ROUND EJECTOR PUMP CHAMBER AS SHOWN. SPECIFICATIONS. 5. USE LIBERTY LE41A, 4/5 HP PUMP, CAPABLE a.s OF 41 GPM AT 16' TDH --------------- 11.2 6� BENCH MARK --TOP & CENTER OF SLAB=15.3 WOOD STAKE= 13.50 NAVD88 i 12.5 c E \ y N/F SLAB=11.5 COFFEY S.F. i4 PROPOSED FENCE f: 0 2'y ALONG TOP BANKi� 7 174 176 /\WVl / l• 1�/7 \U X///��/ L�3 / (0� 1.3 2 Yy / 13L '36CO S l 19. DIRT 13 / 0 16,4 ...,:•.. .\o^ �. i 17.0 \ \ Nx1 '3 \ 17,7 14.5 PROPOSED WATER • 12.03 N /F KILMAN LONG STANDING OCCUPATION 17.2 7 13.9 } 15.8 4 �/// x/ / I / 17.43 17.97 I// 177 X1974 18.5 18.1 / PROPOSED 2390±S.F. 4 BEDROOM DWELLING 16.8 WITH 241±S.F. EN �" CLOSED DECK 8 2 EDGE PROP. DRIVE 18.5 THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ,ORIGINAL RED STAMP AND SIGNATURE. (-�� In n v'� In HEALTH AGENT APPROVAL DATE LEGEND 17'48 O 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) /6-� EXISTING CONTOUR 8, PROPOSED CONTOUR Qj UTILITY POLE (IF SHOWN) IE EXISTING DRAINAGE CATCH BASIN X - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) ---------- PROPOSED WORK LIMIT REV. 12/22/2015 --BOARD OF HEALTH CHANGES 0.00 REV. 10/23/2015 --PATIO 17.2 7 13.9 } 15.8 4 �/// x/ / I / 17.43 17.97 I// 177 X1974 18.5 18.1 / PROPOSED 2390±S.F. 4 BEDROOM DWELLING 16.8 WITH 241±S.F. EN �" CLOSED DECK 8 2 EDGE PROP. DRIVE 18.5 THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ,ORIGINAL RED STAMP AND SIGNATURE. (-�� In n v'� In HEALTH AGENT APPROVAL DATE H-20 = Filter Cloth14.5 2000 Gal. S=1 /4"/ftS=1 .-611 Max. Screened 8 Invert 15.35 Septic Tank / „/ft //� Vent Proposed H-20 ___-_______ T Invert 14.50 Invert 14.17Bottom 12.17 P P Proposed 15> i g•6 5. 97 I 6" Stone or com act Pro osed 25' 30' Bottom TH1=6.2 15' (D DESIGNDATA ° Estimated High Groundwater=2.5 NAVD88 137" 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 6/6 med. coarse sand (trace fines) no water 6.2 TEST HOLE 2 DEPTH (inches) ELEV.(feet) 0 A layer 10yr 3/3 17.7 8" 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 28" BEDROOMS: 5 ( ). Harwich outwash plain deposits No TWO COMPARTMENT Invert 15.10 REQUIRED CAPACITY: 3 DRY WELLS (H-20) Invert 15.85 SEPTIC TANK SEPTIC TANK: 1500 GAL. 64" 64" Use Gas Baffle AND APPROX. 3' OF STONE ON THE WITH TWO COVERS Use Gas Baffle 522.5 SF SIDES, FOR A 47-6" LONG BY 11' Invert 14.33 [(47.5' X 11')] TWO METAL SIDE LEACHING AREA: 234 SF RESERVE H-20 COVERS [2(11'+ 47.5') X 2' DEEP)] Proposed Top Conc.=15.0 S-1 /4 "/ft DESIGN CAPACITY: 559.8 GPD USE 4 DRY WELLS CENTERED IN 10 To Peas t / H-20 = Filter Cloth14.5 2000 Gal. S=1 /4"/ftS=1 .-611 Max. Screened 8 Invert 15.35 Septic Tank / „/ft //� Vent Proposed H-20 ___-_______ T Invert 14.50 Invert 14.17Bottom 12.17 P P Proposed 15> i g•6 5. 97 I 6" Stone or com act Pro osed 25' 30' Bottom TH1=6.2 15' (D DESIGNDATA ° Estimated High Groundwater=2.5 NAVD88 137" 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 6/6 med. coarse sand (trace fines) no water 6.2 TEST HOLE 2 DEPTH (inches) ELEV.(feet) 0 A layer 10yr 3/3 17.7 8" 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 28" BEDROOMS: 5 LEACH AREA GARBAGE GRINDER: No m REQUIRED CAPACITY: 550 GPD USE 3 DRY WELLS SET 7' APART 60' SEPTIC TANK: 1500 GAL. WITH 4' OF STONE ON THE ENDS 64" 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)] DESIGN CAPACITY: 559.8 GPD USE 4 DRY WELLS CENTERED IN 10 137 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 2015 BY R.J. CADILLAC 15.4 12.4 6.3 PACE 1 OF 1