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61 Harbor Road Existing Conditions PlanN5 NOT USED IN CALCULATION x'7.0 WHOLE LOT AVG DEPTH=SUM OF SECTION AVERAGES/10 AVG DEPTH=526.65/10=52.67 FRONT YARD=30% OF 52.67=15.80, USE 16' AVERAGE DEPTHS OF 25' SECTIONS OVERGROWN BOG mss N/F CAPE COD HOSPITAL N/F VALENTE _* rz=a le� 14.3 / 14.4 16 . 5 167 Approx. LEGEND �jv / TH 1 TEST HOLE LOCATION, NUMBER —W— ESTIMATED LOCATION OF WATER LINE —F— OVERHEAD ELECTRIC WIRES (IF SHOWN) 9.56x`51 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR __g-- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) M EXISTING DRAINAGE CATCH BASIN — X — FENCE (IF SHOWN, NOT ALL SHOWN) UTREE (IF SHOWN, NOT ALL SHOWN) ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. 0 FRONT YARD R-25 ZONING DISTRIC T COMPUTATION TRIANGLE NOT USED IN FRONT YARD 16'* CALCJ SIDE YARD 15' o PER 203.5 NOTE I. s, WITH 2 FRONT YARDS "No building need be setti`' 17_gp THERE IS NO REAR YARD ti back more than thirty 1. 2. percent (30%) of the * FRONT YARD COMPUTATION to depth of the lot..." ti" 2598 N5 NOT USED IN CALCULATION x'7.0 WHOLE LOT AVG DEPTH=SUM OF SECTION AVERAGES/10 AVG DEPTH=526.65/10=52.67 FRONT YARD=30% OF 52.67=15.80, USE 16' AVERAGE DEPTHS OF 25' SECTIONS OVERGROWN BOG mss N/F CAPE COD HOSPITAL N/F VALENTE _* rz=a le� 14.3 / 14.4 16 . 5 167 Approx. LEGEND �jv / TH 1 TEST HOLE LOCATION, NUMBER —W— ESTIMATED LOCATION OF WATER LINE —F— OVERHEAD ELECTRIC WIRES (IF SHOWN) 9.56x`51 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR __g-- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) M EXISTING DRAINAGE CATCH BASIN — X — FENCE (IF SHOWN, NOT ALL SHOWN) UTREE (IF SHOWN, NOT ALL SHOWN) 4 4, A W ' \ Q THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE LOT ra 2161 0 TEST HOLE DATE:, July 2 2005 4" PERFORMED BY: Ron C dillac, Soil Evaluator WITNESSED BY. Amy Von Hone, RS, CHO 9" PERC RATE: <2 mil./inch (C layer) SOIL SURVEY(1993): Carver coarse sand GEOLOGIC MAP(1986): Barns able plain deposits 38" 139" EXISTING CONDITIONS PLAN FO1R A layer 10yr 3/2 sandy loam E layer 10yr4 2 loamy sand B layer 10yr 5/8 loamy sand C layer 2.5y 6/6 med. coarse sand no water SIE -W- -E SSA B U J A 1 _HAR-Bfl1' ROA I, WE YARMOUTH, MA. D CALE: 1 "=30' RONALD J. CADI PROFESSIONAL LAND SURVE P.O. B WEST YARMOL ©2005 BY R.J. CADILLAC (508) 7 PLS, RS, P.C. & REGISTERED SANITARIAN 258 MA 02673 -9700 PAGE 1 OF 1 20.4 17.2 M NOTES JOB N0. Y05-23 NOT TO Buja.dwg �26 SCALE 1. 2. LOCUS IS A.M. 21, PARCEL 2. ELEVATIONS SHOWN ARE ASSIGNED. to 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.4. 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 TO WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. Lq03 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. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST B PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D—BOX, 1 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, LOCATION MAP CONTACT THE BOARD OF HEALTH, OR R.J., CADILLAC. ' 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' ARC UND AND UNDER LEACHING 13. IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 31 PUMP D CMR 15.255(3). TEST HOLE 1 AND FILL ANY EXISTING CESSPOOLS. REMOVE -.ANY CLOGGED -SOIL,. BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. f 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet) 4 4, A W ' \ Q THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE LOT ra 2161 0 TEST HOLE DATE:, July 2 2005 4" PERFORMED BY: Ron C dillac, Soil Evaluator WITNESSED BY. Amy Von Hone, RS, CHO 9" PERC RATE: <2 mil./inch (C layer) SOIL SURVEY(1993): Carver coarse sand GEOLOGIC MAP(1986): Barns able plain deposits 38" 139" EXISTING CONDITIONS PLAN FO1R A layer 10yr 3/2 sandy loam E layer 10yr4 2 loamy sand B layer 10yr 5/8 loamy sand C layer 2.5y 6/6 med. coarse sand no water SIE -W- -E SSA B U J A 1 _HAR-Bfl1' ROA I, WE YARMOUTH, MA. D CALE: 1 "=30' RONALD J. CADI PROFESSIONAL LAND SURVE P.O. B WEST YARMOL ©2005 BY R.J. CADILLAC (508) 7 PLS, RS, P.C. & REGISTERED SANITARIAN 258 MA 02673 -9700 PAGE 1 OF 1 20.4 17.2 M