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HomeMy WebLinkAboutEngineered Plan - 2017ALWAYS DIG SAFE PRIOR TO BENCH MARK--N.W. CORNER OF CONC. BULKHEAD=67.74 ASSIGNED M c� a_ LO Y 0 0 M Z J 0- N /F HOPKINS -UTILITY LOCATIONS SHOWN INCOMPLETE. 13.M- ] +06.7 66.4 N /F N VESPA 8S pp, N No. r7ov boS�mBot SF i S7-, hr1\ cy`` 67.3 67.7 + 65,4CY.5..9 :...... Slab +/5,3 6 17v 6 , 6 � � mo i LOT6 VIZ66,89 �/ 66.7,A � 11, 475± S� . X64,18 V� 66 =� q'6,2 s<-65.8 + 652 \\\`\_4 5. O� 67 67.4 o 7.5 2 67,4 66.0 67.21 7 64s� + 64 �/ 66.1 / p 89 ?o� 60 S00, 00' Q 66.28 19 4gh 1.7� i 8.44 \Q 7. 5 60.00 ( 6' \60. 61.87 61.16 ® 7,66 LEGEND T 1 7.9 W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) .6 GAS LINE MARKINGS x 9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,,-6_` EXISTING CONTOUR g---- W%K UTILITY POLE (IF SHOWN) IE EXISTING DRAINAGE CATCH -BASIN 66,5....6.%OOdH FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) t T beck Ir>)vert 64.55 Septic Tank No. r7ov boS�mBot SF i S7-, hr1\ cy`` 67.3 67.7 + 65,4CY.5..9 :...... Slab +/5,3 6 17v 6 , 6 � � mo i LOT6 VIZ66,89 �/ 66.7,A � 11, 475± S� . X64,18 V� 66 =� q'6,2 s<-65.8 + 652 \\\`\_4 5. O� 67 67.4 o 7.5 2 67,4 66.0 67.21 7 64s� + 64 �/ 66.1 / p 89 ?o� 60 S00, 00' Q 66.28 19 4gh 1.7� i 8.44 \Q 7. 5 60.00 ( 6' \60. 61.87 61.16 ® 7,66 JOB NO. Y17-15 N OTES Bridges.dwg 1. LOCUS IS A.M. 100, PARCEL 44. FB33/24 SB14/35 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2% RISK).ON FIRM DATED JULY 16, 2014, 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. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 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 BE 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. 1.1. IF UNSUITABLE SOILS., OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, BENCH MARK --TOP SPIKE SET CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. DOWN. 1"=67.71 ASSIGNED 12. IF AN OVERDID 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). 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, NO GRADE'CHANGESANDSTONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. ARE PROPOSED TEST HOLE DATE: September 20, 2017 PERFORMED BY: Ron Cadillac, Soil Evaluator INSTALL SCH 40 PVC BACK TO WITNESSED BY: Amy Von Hone, RS, CHO CAST IRON- PIPE PERG RATE: <2'-00"/inch . (G layer assumed) N/F SOIL SURVEY(1993): Carver coarse sand CARTER GEOLOGIC MAP(1986): Harwich outwash plain deposits 27 ARC 36HC HD BDRM '�BA� BDRM .BDRM --- BDRM 2ND FLOOR m KIT DN RM GAR DEN - LVRM EXISTING FLOOR PLAN 1ST FLOOR NOT TO SCALE Req � Invert 64.81 LEGEND T 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) G--- GAS LINE MARKINGS x 9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,,-6_` EXISTING CONTOUR g---- PROPOSED CONTOUR UTILITY POLE (IF SHOWN) IE EXISTING DRAINAGE CATCH -BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) JOB NO. Y17-15 N OTES Bridges.dwg 1. LOCUS IS A.M. 100, PARCEL 44. FB33/24 SB14/35 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2% RISK).ON FIRM DATED JULY 16, 2014, 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. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 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 BE 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. 1.1. IF UNSUITABLE SOILS., OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, BENCH MARK --TOP SPIKE SET CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. DOWN. 1"=67.71 ASSIGNED 12. IF AN OVERDID 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). 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, NO GRADE'CHANGESANDSTONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. ARE PROPOSED TEST HOLE DATE: September 20, 2017 PERFORMED BY: Ron Cadillac, Soil Evaluator INSTALL SCH 40 PVC BACK TO WITNESSED BY: Amy Von Hone, RS, CHO CAST IRON- PIPE PERG RATE: <2'-00"/inch . (G layer assumed) N/F SOIL SURVEY(1993): Carver coarse sand CARTER GEOLOGIC MAP(1986): Harwich outwash plain deposits 27 ARC 36HC HD BDRM '�BA� BDRM .BDRM --- BDRM 2ND FLOOR m KIT DN RM GAR DEN - LVRM EXISTING FLOOR PLAN 1ST FLOOR NOT TO SCALE Req � Invert 64.81 4 Invert 64.30 CHAMBERS Exist. Orangeburg Piper Proposed Use Gas Baffle Invert 64.04 EFFECTIVE LEACHING AREA: 648 SF 11 I i no water Proposed Top Units.=64.4 S=1 �4" eft cover ®Filter Cloth Proposed 1500 GaI. S=1 /W/ft S=1 /8"/ft �� 3" Max. Inspection Port Ir>)vert 64.55 Septic Tank min. t 1 Proposed I ---- _--_--___ 10.75" i i T Invert 64.00 .63.1 6" Stone or compact Invert 64.21 Proposed Proposed7' Bottom � , I 13.5 121-- 1 , 8 4, =---1-Y-a Bottom TH1=56.1 C 4 DESIGN DATA BEDROOMS: 4 GARBAGE -GRINDER:._ layer 1Oyr 4/4 REQUIRED CAPACITY: 440 GPD PROPOSED SEPTIC TANK: 1500 GAL. EFFECTIVE LEACHING AREA: 648 SF 4.80 SF/LF X 5'/UNIT=24.00 S.F/UNIT I i no water 27 UNITS X 24 SF/UNIT= 648SF(EFFECTIVE) DESIGN CAPACITY- 1479.5 GPD [(648 SF) X .74 GPD/SF] Yarmouth Health Department APPROVE, D LEACH AREA____ USE 27 ARC 36HC HD CHAMBERS IN AN 8'8" BY 45' LONG BY 10:75" DEEP LEACHING BED, AS SHOWN. Wolfson Rd... Western Rood LOCATION MAP �ST HOLE 1 DEPTH' (inches) ELEV.(feet) 0 67.4 6" 30" 136" A Ilayer 10yr 3/2 sandy loam B layer 1Oyr 4/4 loamy sand C layer 10yr 6/6 medium sand I I i no water SITE PLAN FOR THIS PLAN 1S A VALID COPY ONLY IF IT BEARS AN ORI AL RED A ND sl NATURE. MOLLY E. (HAGOPIAN) BRIDGES LOT 61 80 GREAT WESTERN ROAD S. YARMO 6 TH MA xt :iHOFMgSSH 9cyG ��UFMgSS9CyG OCTOBER 17, 2017 -SCALE: 1 "=20' RONALD s mss° RONALD m o JAMES ``, o JAMES CADILLAC � ' " CADILLAC `� > # 1060 # 35779 °�FSS\°�RRONALD J. CADILLAC, PLS, RS, P.C. S,41VITA9\0 PROFESSIONAL LAND SURVEYOR & REGISTERED SANI I61 i OF 1 1 P.O. BOX 258 WEST YARMOUTH, MA 026.73 HEALTH AGENT APPROVAL DATE(508) 775-9700 ©2017 BY R.J. CADILLAC 64.9 56.1