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Home My WebLink About33 Crest Circle Site Plan 2LO ROOF RUN OFF 6 IF USING GUTTERS PROVIDE DRY WELLS OTHER- a- WISE PROVIDE STONE TRENCH FOR DRIP LINE 00 m MAXIMUM BUILDING HEIGHT n" 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. RUN NEW WATER SERVICE FROM MAIN HOUSE AND 10' AWAY FROM SEWER --EXISTING WATER LINE IS IN SAME TRENCH AS SEWER. REMOVE SPRUCE TREE c y O 13'. '2Ci 43' PROPOSED FENCE J� .0 2 / ALONG TOP BANK r / / r 93' / 1 7 / // 100' ::..:Sy pT oC* 4 f 619 SHOREY ROUND 4' INSIDE DIAMETER EJECTOR PUMP CHAMBER DRILL 3/8" WEEP/VENT HOLE �H RAISED IN PLACE Invert 3.66 Bott ZONING DISTRICT: R25 FRONT YARD: 30' SIDE YARD: 15' REAR YARD: 20' Quick Disconnect/ LOT COVERAGE: 25% larm 29" Union On 25" Check Valve Off 18" 5.83 P EJECTOR PUMP STORAGE CAPACITY: 110 GAL. X611 STONE UNDER DOSES PER DAY: 3 HIGH GROUND WATER IS BELOW BOTTOM CHAMBER ALARM & EJECTOR PUMP NOTES 1. ALARM TO BE WIRED BY ELECTRICIAN ON SEPARATE CIRCUIT FROM PUMP. 2, ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR. 3. ALARM TO BE LOCATED ON COTTAGE. 4. PUMP TO BE CAPABLE OF PASSING 1 1/4" SOLIDS AND INSTALLED IN STRICT INSTALL ROUND EJECTOR PUMP CHAMBER CONFORMANCE WITH MANUFACTURER'S EXIST. INV. 8.00 AS SHOWN. SPECIFICATIONS. 5. USE LIBERTY LE41A, 4/5 HP PUMP, CAPABLE los OF 41 GPM AT 16' TDH 11.2 6 BENCH MARK --TOP & CENTER OF WOOD STAKE= 13.50 NAVD88 12 '3 S.F. 13 f 1 76 f I . 14 5 •/ 12.03 N /F KILMAN 17,0 17.7 PROPOSED WATER LONG STANDING OCCUPATION 17.48 .7 16 N /F COFFEY 13.9 las `i 158 ry 181 PROPOSED 2390±S.F. 4 BEDROOM DWELLING 16.a WITH 241±S.F. EN- CLOSED DECK 18,3/. P KIWW 17.772 i Yr --'---- 00( 1791 C� 17 r i OO 17.44 / 17.43 ,. '.31 17.97 j// 177 1 C. -I-) EDGE PROP. DRIVE LEGEND TH 1 TEST HOLE LOCATION, NUMBER -W- WATER LINE MARKINGS E- OVERHEAD ELECTRIC WIRES (IF SHOWN) -5-- GAS LINE MARKINGS 9.5 x18.3 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) 2. EXISTING CONTOUR _8, PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) 1B EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) TREE (IF SHOWN, NOT ALL SHOWN) ---------- PROPOSED WORK LIMIT REV. 08/09/2016 --SLAB, FOUND., RESERVE AREA, TANK, EXIST. HOUSE GONE REV, 12/22/2015 --BOARD OF HEALTH CHANGES REV. 10/23/2015 --PATIO 17,0 17.7 PROPOSED WATER LONG STANDING OCCUPATION 17.48 .7 16 N /F COFFEY 13.9 las `i 158 ry 181 PROPOSED 2390±S.F. 4 BEDROOM DWELLING 16.a WITH 241±S.F. EN- CLOSED DECK 18,3/. P KIWW 17.772 i Yr --'---- 00( 1791 C� 17 r i OO 17.44 / 17.43 ,. '.31 17.97 j// 177 1 C. -I-) EDGE PROP. DRIVE PROP.TOP FOUND=20.5 NU Its JOB NO. Y14-37 Harwich outwash plain deposits C1 layel TWO COMPARTMENT PALMER2.DWG 1. LOCUS IS A.M. 22, PARCEL 59. FB 30/63 SB 13/62 3 DRY WELLS (H-20) 2. ELEVATIONS SHOWN ARE NAVD88 t0.1' USING VERTCOM. SEPTIC TANK 3. LOCUS IS IN FLOOD ZONES: VE(EL.13), AE(EL.11), X(0.2% RISK), X (OUTSIDE 0.2% RISK) 6" or compact9.6 Proposed ON FIRM PANEL 0569J DATED JULY 16, 2014. BOUNDARIES SHOWN ARE SCALED. -------------- Use Gas Baffle 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 14.33 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. �a 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. m� 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". J°�\ 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW SLAB=15.3 G D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Filter Cloth=14,5 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. 2000 Gal. Se tic Tank S=1 COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, D -BOX, PUMP CHAMBER, 2 ON LEACHING. nom 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCA1 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 f 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 (inche 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 A layer TEST HOLE DATE: November 5, 2014 81, sand PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy Von Hone, RS, CHO B layer PERC RATE: <2'-00"/inch (Cl &C2 layers) sand SOIL SURVEY(1993): Carver coarse sand 30" PROP.TOP FOUND=20.5 pH -20 GEOLOGIC MAP(1986): Harwich outwash plain deposits C1 layel TWO COMPARTMENT 64" fine i 15T-1100 GAL/2ND-900 GAL Invert 15.10 3 DRY WELLS (H-20) loam, Invert 15.85 SEPTIC TANK 4' OF STONE ON THE ENDS 64" 6" or compact9.6 Proposed Use Gas Baffle WITH TWO COVERS -------------- Use Gas Baffle 522.5 SF Invert 14.33 C2 la e y 15' N r- 1'- TWO METAL H-20 COVERS SIDE LEACHING AREA: Proposed Top Conc.=15.0 „ S=1 /4 /ft _ 15, Top Peastone/ med. cc SLAB=15.3 G „ H-20 S=1 /4 /ft Filter Cloth=14,5 (trac Invert 15.35 2000 Gal. Se tic Tank S=1 /811 /ft --s" Max. Screened 1 137" nom THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. n"n"iii n%p"1111 nrrI\vrnL- DATE Proposed pH -20 a -=-------- GARBAGE GRINDER: No 64" REQUIRED CAPACITY: 550 GPD T Stone Invert 14.50 Invert 14.17 WITH 4' OF STONE ON THE ENDS 12.17 5.97 Bottom 6" or compact9.6 Proposed Proposed i 522.5 SF SIDES, FSR A 47-6" LONG BY 11' 25' I r 30' 15' N r- 1'- BY 2' DEEP LEACH AREA. SIDE LEACHING AREA: Bottom TH1=6.2 I _ 15, G USE Estimated High Groundwater=2.5 NAV088 DESIGN DATA BEDROOMS• 5 THE WIDTH OF THE BED VARIES FROM 8'-6" TO 10'-6", AS SHOWN. CAPACITY -557 GPD SITE PLAN FOR TEST f DEPTH (inche 0 A loyer sand 8' B layer sand 28„ a LEACH AREA GARBAGE GRINDER: No 64" REQUIRED CAPACITY: 550 GPD USE 3 DRY WELLS SET 7' APART med. cc WITH 4' OF STONE ON THE ENDS SEPTIC TANK: 1500 GAL. AND APPROX. 3' OF STONE ON THE BOTTOM LEACHING AREA: 522.5 SF SIDES, FSR 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)] USE 4 DRY WELLS SET 4' APART DESIGN CAPACITY: 559.8 GPD AND WITH 3'-6" OF STONE ON THE [(522.5 SF + 234 SF) X .74 GPD/SF] ENDS CENTERED IN 53' LONG BED. THE WIDTH OF THE BED VARIES FROM 8'-6" TO 10'-6", AS SHOWN. CAPACITY -557 GPD SITE PLAN FOR TEST f DEPTH (inche 0 A loyer sand 8' B layer sand 28„ a C1 laye 60" a fine loam 64" C2 laye med. cc (trac 137' no v Yarmouth Health Departm ameAPP�VED Da DAVID & MELISSA PALMER LOT 42 33 CREST CIRCLE, WEST YARMOUTH, N OCTOBER 1, 2015 SCALE: 122=202 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 191 o