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Home My WebLink AboutEngineered Plan - 2017ALWAYS DIG- SAFE PRIOR TO CONSTRUCTION -UTILITY LOCATIONS SHOWN INCOMPLETE. N /F SPRAGUE MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 8.5' (1.5' PROVIDED). VARY LEACHING TO BASEMENT BY 5'. VARY SEPTIC TANK TO DWELLING BY UP TO 3'. (7' MIN. PROVIDED). VARY SEPTIC TANK. TO PROPERTY LINE BY 2.5'.. (7.5' PROVIDED). 310 CMR 15.211 (1). 3. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248. N /F MAFFE o X 19,LOT 1 P ho 19,9 6100± S.F. + j9.09 X 18.9 0, 9 •'I isf... 0.16 X 19`.3' +,18.83 REMOVE CLOGGED SOIL & STONE WITHIN 5' OF NEW LEACHING N /F TAYLOR sj SF 18.73 9,3 20.1 + � GL00 '9. # < �ec� O JGj 19.15 N • 2 31 + F ` �.�^, o�¢,`. O cK - ,4 9.49 X 20:7 °to �" �i� ^ �� + NN/ 19 19.75 / 1, 19.8 19. BENCH MARK --TOP OF SPIKEN/F �` 20 !y -+,19.7 (10'T2D OFF HED &0 1'1 11A"Sa FNDE3SIGEDCK) FEIN 20.33 ..;;:.. �0 2 1 STOP /`S'T •:'::.. + 2011 �F 1�2 /0 19,9 p� 20,42„\20:41 6' �`� 20.2 7N� �h�\ X9.7 6 S: , / BENCH MARK --TOP & CENTER OF CONC. BOUND= 20.00 ASSIGNED A oro < 19.59 ,tea �S / � '"19:6 2 19.6 i i i i i x r9.4 19.54 V NO GRADE CHANGES ARE PROPOSED 20.4 Top Foundation JOB NO. Y17-14 NOTES Schmidt.dwg 1. LOCUS IS A.M. 30, PARCEL 264. FB33/23 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. 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 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, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE DATE: September 20, 2017 PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy Von Hone, RS, CHO RUN PVC PIPE PERC RATE: <2'-00 /inch (C layer) BACK TO CAST IRON SOIL SURVEY(1993): Carver coarse sand GEOLOGIC MAP(1986): Harwich outwash plain deposits 36" Invert 17.20 Invert 16.50 19 ADS ARC 36HC Proposed CHAMBERS Exist. Orangeburg Gas Baffle Invert 16.25Pro osed'Tope Units:=16.6 &=r�ft 15" Cover p ® Filter Cloth Proposed /Use 1/8"/ft " 3" Max. 1: S=1 /8 /ft _/ 1500 Gal. l E __ _ Inspection Port Invert 16.75 min. i 1 Exist: Orangeburg Septic Tank jAve 28 -ospe West Yarmouth NOT TO Library SCALE LOCATION MAP 2' \10.75" 13'6" 1 I Invert 16.15 15.25 Invert 16.42 Proposed 7 1' Bottom I 1 6 Stone or compact Proposed 10' 7'- - 2' tl---- 7' - --a i N i-1 6; i Bottom . TH1= 1.6 DESIGN DATA CD5 BEDROOMS: 3 BDRMI gDRM KIT DNRM BATH BATH BDRM LVRM FLOOR PLAN NOT TO SCALE THIS PLAN IS A VALID C( AN ORIJ;4NAC-RED -STAMP OF M,tSS RONALD%6 a JAMES a CADILLAC # 1060 FFG/STell, � !`$ NIT R\ CI GARBAGE GRINDER:- -`No - i LEACH AREA REQUIRED CAPACITY- 330 GPD PROPOSED SEPTIC TANK: 1500 GAL. USE 19 ADS ARC 36HC CHAMBERS EFFECTIVE LEACHING AREA: 456 SF IN A 25' X 11'-6" X 10.75" DEEP "BED 4.80 SF/LF X 5'/UNIT=24.00 S.F/UNIT MINUS ONE UNIT, AS SHOWN. 19 UNITS X 24 SF/UNIT=456 SF(EFFEC11VE) DESIGN CAPACITY: 337 GPD [(456 SF) X .74 GPD/SF] _QNLY IF 1T BEARS D) SI.GNATU R E. ►r -N CF MgSS °� RONALD yG� JAMES CADILLAC # 35779 - q4O SUf2vEyo HEALTH AGENT APPROVAL TEST .HOLE 1 rH (inches) ELEV.(feet) 19.4 Fill E layer 10yr -5/2 loamy sand B layer 10yr 5/8 loamy sand C1 layer 10yr 6/4 medium sand C2 layer 2.5y 5/4 very fine sand no water Permit valid for REPAIR t)F SEPTICe SN'S'I'FM ONLV due. to State and I (cal seplii v rriances. Board,ol Ilealth review and a1)pro%al is required fOr any .future additions/rrnilk ;rUons/aIle. ahons to sewage facilities add/or structures/d%%ellin Yarmouth 1110101 Departmer t A P P R-0 N11'.-11 ame Date SITE PLAN FOR DONALD & MARY BETH SCHMIDT LOT 119 65 LEWIS ROAD W. YARMOU�H, MA SEPTEMBER 29, 2017 SCALE: 1"1=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN . P.O. BOX 258 WEST YARMOUTH, MA 02673 DATE - R.J.(508) 77.5-9700 PAGE 1 OF 1 2017 BY RCADILLAC 17.6 14.6 3.4 B.1 LEGEND T 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) 13 GAS LINE MARKINGS x 9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,,-6__ EXISTING CONTOUR g---- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN X - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (LF SHOWN, NOT ALL SHOWN) A oro < 19.59 ,tea �S / � '"19:6 2 19.6 i i i i i x r9.4 19.54 V NO GRADE CHANGES ARE PROPOSED 20.4 Top Foundation JOB NO. Y17-14 NOTES Schmidt.dwg 1. LOCUS IS A.M. 30, PARCEL 264. FB33/23 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. 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 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, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE DATE: September 20, 2017 PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy Von Hone, RS, CHO RUN PVC PIPE PERC RATE: <2'-00 /inch (C layer) BACK TO CAST IRON SOIL SURVEY(1993): Carver coarse sand GEOLOGIC MAP(1986): Harwich outwash plain deposits 36" Invert 17.20 Invert 16.50 19 ADS ARC 36HC Proposed CHAMBERS Exist. Orangeburg Gas Baffle Invert 16.25Pro osed'Tope Units:=16.6 &=r�ft 15" Cover p ® Filter Cloth Proposed /Use 1/8"/ft " 3" Max. 1: S=1 /8 /ft _/ 1500 Gal. l E __ _ Inspection Port Invert 16.75 min. i 1 Exist: Orangeburg Septic Tank jAve 28 -ospe West Yarmouth NOT TO Library SCALE LOCATION MAP 2' \10.75" 13'6" 1 I Invert 16.15 15.25 Invert 16.42 Proposed 7 1' Bottom I 1 6 Stone or compact Proposed 10' 7'- - 2' tl---- 7' - --a i N i-1 6; i Bottom . TH1= 1.6 DESIGN DATA CD5 BEDROOMS: 3 BDRMI gDRM KIT DNRM BATH BATH BDRM LVRM FLOOR PLAN NOT TO SCALE THIS PLAN IS A VALID C( AN ORIJ;4NAC-RED -STAMP OF M,tSS RONALD%6 a JAMES a CADILLAC # 1060 FFG/STell, � !`$ NIT R\ CI GARBAGE GRINDER:- -`No - i LEACH AREA REQUIRED CAPACITY- 330 GPD PROPOSED SEPTIC TANK: 1500 GAL. USE 19 ADS ARC 36HC CHAMBERS EFFECTIVE LEACHING AREA: 456 SF IN A 25' X 11'-6" X 10.75" DEEP "BED 4.80 SF/LF X 5'/UNIT=24.00 S.F/UNIT MINUS ONE UNIT, AS SHOWN. 19 UNITS X 24 SF/UNIT=456 SF(EFFEC11VE) DESIGN CAPACITY: 337 GPD [(456 SF) X .74 GPD/SF] _QNLY IF 1T BEARS D) SI.GNATU R E. ►r -N CF MgSS °� RONALD yG� JAMES CADILLAC # 35779 - q4O SUf2vEyo HEALTH AGENT APPROVAL TEST .HOLE 1 rH (inches) ELEV.(feet) 19.4 Fill E layer 10yr -5/2 loamy sand B layer 10yr 5/8 loamy sand C1 layer 10yr 6/4 medium sand C2 layer 2.5y 5/4 very fine sand no water Permit valid for REPAIR t)F SEPTICe SN'S'I'FM ONLV due. to State and I (cal seplii v rriances. Board,ol Ilealth review and a1)pro%al is required fOr any .future additions/rrnilk ;rUons/aIle. ahons to sewage facilities add/or structures/d%%ellin Yarmouth 1110101 Departmer t A P P R-0 N11'.-11 ame Date SITE PLAN FOR DONALD & MARY BETH SCHMIDT LOT 119 65 LEWIS ROAD W. YARMOU�H, MA SEPTEMBER 29, 2017 SCALE: 1"1=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN . P.O. BOX 258 WEST YARMOUTH, MA 02673 DATE - R.J.(508) 77.5-9700 PAGE 1 OF 1 2017 BY RCADILLAC 17.6 14.6 3.4 B.1