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Home My WebLink AboutEngineered Plan - 2013ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. ATTIC (insulated) 2ND FLOOR [DNRM LVRM ff 1ST KJIT. FLOORBATH FLOOR PLANS NOT TO SCALE ... / 20,34 20.10 20.6 N/F ® 19.45 �0 " 0. 0,7 r 1V9 s .9 S,.a' ARCENO 0 �� : ® , Cj I C•"-1 / ,tx 19.8��f 'x20.1 1,0 O <"19.8 s 9 1/ �� 2 0.� 9.82G,6' S / yam .46 s� �o /ST 20.9 , 20.2 0 __ E__E- :203 ®�SF"&\k; _t,0 x 21,2 .. E / A OHO v ARA=�" i,P6 Cpec:.; 21.0 x 20. i J x 2 .i 20.8 % 21.0 / 0.89s x� x BENCH _MARK --TOP OF SPIKE SET . DOWN 1"= 20.89 ASSIGNED (12V-5- OFF HOUSE CORNER) p�T TH /F GREENLAW 7,13 , 2 1, 1 \ MAXIMUM FEASIBLE COMPLIANCE APPROVAL REQUESTED d_�'0 1. VARY LEACHING TO SIDE LOT LINE BY 2' (TO KEEP LEACHING 4' OFF SHED)_ 310 CM'R 15-2,11 2176 BACK ou was P atn epost s 8 -ACK SEVERAL FEET. 30" Top Foundation BENCH MARK--N.E. CORNER OF CONE. SLAB= 21.16 ASSIGNED" i��S� `c ' iL��i X21,1 1 9 a4 ,' DESIGN CAPACITY: 360 GPD [(486,8 SF) X .74 GPD fSF1 7 � 20,6 N /E {/ DE ETRIADES. 1.3 111 20. Invert 18.65 10 HI --CAP INFILTRATORS Proposed W/O STONE Use Gas Baffle Invert 18.18 o 5 Proposed Top Uri �s- 1 0.�3 9" min. cover 0 Filter Cloth -� --- Proposed S=1/8 -/ft 3" Max. Invert 18.90 1560 Gat. S=1 /44-7ft Inspection Ports. .Proposed Septic Tank A layer 10yr 3/3 sandy loom B1 layer 10yr 6/8 loam sand B2 layer 10yr 5f8 loamy sand C layer 2.5y 6/4 med. coarse sand no water 19.9 18.4 \�l13497tovert 18.35 7.2 Invert 18.12 7.5' Bottom 6" Stone or compact Proposed Proposed i 28'----4 1 _ t- t--1 Bottom TH1=9.7 rn 3 DESIGN DATA BEDROOMS: _ �.x;3 7 3 MIN. - .� _ - GARBAGE GRINDER: No - / REQUIRED CAPACITY: 330 GPD (SEE MODIFIED APPROVAL 1=0R GENERAL USE --REV. 6/30/10) 21,0 SEPTIC TANK: 150f� GAL. EXCAVATE TWO 2'-10" BY 31'-3" TRENCHS, AS SHOWN_ USE 10 HI -CAP H-20 INFILTRATORS. FILTER CLOTH IS EFI=ECTIVE TRENCH LEACHING AREA: 486.8 SI` RECOMMENDED OVER UNITS. BACKFILL TO TOP OF UMTS 7.79 SF LF X 6.25 UNIT=48.69 S_F UNIT WITH CLEAN SAND FROM A GRAVEL PIT, OR VIRGIN C LAYER SF/LF '� F FROM SITE MAY BE USED IF IT CAN BE KEPT CLEAN AND 7 1-0 UNITS X 48 69 SFfUNIT=486-.8 SF(EFFECTIVE) FREE OF TOP AND SUBSOIL. 20.0 Permit valid for REPAIR 01 SEPTIC SYS'I`EN�,F, ` ONLVY due to State and Local septic variances. Board of health review and approval is required for ,any hiture additions/re ii ova tions/aIteration s to sewage facilities and/or structures(tlwelling. Yarmouth He filth Department N me Dane THIS PLAN IS A VALID COPY ONLY 1F IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE, N" i OF 't "NOF HEALTH AGENT APPROVAL SITE PLAN FOR X ARkA 22298 3 ROBERT M. 8c CONSTANCE N. INGLESI 46 PROSPECT AVENUE, W. YARM041TH, MA MARCH 8, 2013 SCALE: i"=2fl' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508} -775-9700 2013 BY R.J. CADILLAC PAGE 1 OF 1 LEIMEND 14- TH 1 TEST DOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) P GAS LINE MARKINGS x 9.5 x$,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) /---6--`--_ EXISTING CONTOUR $---- PROPOSED CONTOUR ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4- PER FOOT. (UNLESS NOTED) UTILITY POLE (IF SHOWN) E3 EXISTING DRAINAGE CATCH BASIN x - FENCE (IE SHOWN:, NOT ALL SHOWN)_ COMPONENTS TO BE AASHTO H-10, UNLESS NOTED, TREE (IF SHOWN, NOT ALL SHOWN) 2176 BACK ou was P atn epost s 8 -ACK SEVERAL FEET. 30" Top Foundation BENCH MARK--N.E. CORNER OF CONE. SLAB= 21.16 ASSIGNED" i��S� `c ' iL��i X21,1 1 9 a4 ,' DESIGN CAPACITY: 360 GPD [(486,8 SF) X .74 GPD fSF1 7 � 20,6 N /E {/ DE ETRIADES. 1.3 111 20. Invert 18.65 10 HI --CAP INFILTRATORS Proposed W/O STONE Use Gas Baffle Invert 18.18 o 5 Proposed Top Uri �s- 1 0.�3 9" min. cover 0 Filter Cloth -� --- Proposed S=1/8 -/ft 3" Max. Invert 18.90 1560 Gat. S=1 /44-7ft Inspection Ports. .Proposed Septic Tank A layer 10yr 3/3 sandy loom B1 layer 10yr 6/8 loam sand B2 layer 10yr 5f8 loamy sand C layer 2.5y 6/4 med. coarse sand no water 19.9 18.4 \�l13497tovert 18.35 7.2 Invert 18.12 7.5' Bottom 6" Stone or compact Proposed Proposed i 28'----4 1 _ t- t--1 Bottom TH1=9.7 rn 3 DESIGN DATA BEDROOMS: _ �.x;3 7 3 MIN. - .� _ - GARBAGE GRINDER: No - / REQUIRED CAPACITY: 330 GPD (SEE MODIFIED APPROVAL 1=0R GENERAL USE --REV. 6/30/10) 21,0 SEPTIC TANK: 150f� GAL. EXCAVATE TWO 2'-10" BY 31'-3" TRENCHS, AS SHOWN_ USE 10 HI -CAP H-20 INFILTRATORS. FILTER CLOTH IS EFI=ECTIVE TRENCH LEACHING AREA: 486.8 SI` RECOMMENDED OVER UNITS. BACKFILL TO TOP OF UMTS 7.79 SF LF X 6.25 UNIT=48.69 S_F UNIT WITH CLEAN SAND FROM A GRAVEL PIT, OR VIRGIN C LAYER SF/LF '� F FROM SITE MAY BE USED IF IT CAN BE KEPT CLEAN AND 7 1-0 UNITS X 48 69 SFfUNIT=486-.8 SF(EFFECTIVE) FREE OF TOP AND SUBSOIL. 20.0 Permit valid for REPAIR 01 SEPTIC SYS'I`EN�,F, ` ONLVY due to State and Local septic variances. Board of health review and approval is required for ,any hiture additions/re ii ova tions/aIteration s to sewage facilities and/or structures(tlwelling. Yarmouth He filth Department N me Dane THIS PLAN IS A VALID COPY ONLY 1F IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE, N" i OF 't "NOF HEALTH AGENT APPROVAL SITE PLAN FOR X ARkA 22298 3 ROBERT M. 8c CONSTANCE N. INGLESI 46 PROSPECT AVENUE, W. YARM041TH, MA MARCH 8, 2013 SCALE: i"=2fl' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508} -775-9700 2013 BY R.J. CADILLAC PAGE 1 OF 1 NATES Inglesi_dwg 1. LOCUS IS A.M. 22 PARCEL 80. FB28/34 S813/05 P 2. ELEVATIONS SHOWN ARE ASSIGNED. Dov: 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. Army Von Hone, RS, CHH 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4- PER FOOT. (UNLESS NOTED) PERC RATE: SOIL SURVEY(1993): 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 10V ARE ON TOWN WATER. gt° 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED, GEOLOGIC &AAP(1986N 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES. WATER TEST D -BOX FOR EQUAL FLOW e, D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO COVERS. BUILD UP COVERS TO 6" BELOW GRADE --1 ON D -BOX, 2 ON LEACHING SCALE 10. STONE TO BE DOUBLE WASHED 3f4 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 OG 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 CESSPOOL/LEACHPIT. 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 20 g 2176 BACK ou was P atn epost s 8 -ACK SEVERAL FEET. 30" Top Foundation BENCH MARK--N.E. CORNER OF CONE. SLAB= 21.16 ASSIGNED" i��S� `c ' iL��i X21,1 1 9 a4 ,' DESIGN CAPACITY: 360 GPD [(486,8 SF) X .74 GPD fSF1 7 � 20,6 N /E {/ DE ETRIADES. 1.3 111 20. Invert 18.65 10 HI --CAP INFILTRATORS Proposed W/O STONE Use Gas Baffle Invert 18.18 o 5 Proposed Top Uri �s- 1 0.�3 9" min. cover 0 Filter Cloth -� --- Proposed S=1/8 -/ft 3" Max. Invert 18.90 1560 Gat. S=1 /44-7ft Inspection Ports. .Proposed Septic Tank A layer 10yr 3/3 sandy loom B1 layer 10yr 6/8 loam sand B2 layer 10yr 5f8 loamy sand C layer 2.5y 6/4 med. coarse sand no water 19.9 18.4 \�l13497tovert 18.35 7.2 Invert 18.12 7.5' Bottom 6" Stone or compact Proposed Proposed i 28'----4 1 _ t- t--1 Bottom TH1=9.7 rn 3 DESIGN DATA BEDROOMS: _ �.x;3 7 3 MIN. - .� _ - GARBAGE GRINDER: No - / REQUIRED CAPACITY: 330 GPD (SEE MODIFIED APPROVAL 1=0R GENERAL USE --REV. 6/30/10) 21,0 SEPTIC TANK: 150f� GAL. EXCAVATE TWO 2'-10" BY 31'-3" TRENCHS, AS SHOWN_ USE 10 HI -CAP H-20 INFILTRATORS. FILTER CLOTH IS EFI=ECTIVE TRENCH LEACHING AREA: 486.8 SI` RECOMMENDED OVER UNITS. BACKFILL TO TOP OF UMTS 7.79 SF LF X 6.25 UNIT=48.69 S_F UNIT WITH CLEAN SAND FROM A GRAVEL PIT, OR VIRGIN C LAYER SF/LF '� F FROM SITE MAY BE USED IF IT CAN BE KEPT CLEAN AND 7 1-0 UNITS X 48 69 SFfUNIT=486-.8 SF(EFFECTIVE) FREE OF TOP AND SUBSOIL. 20.0 Permit valid for REPAIR 01 SEPTIC SYS'I`EN�,F, ` ONLVY due to State and Local septic variances. Board of health review and approval is required for ,any hiture additions/re ii ova tions/aIteration s to sewage facilities and/or structures(tlwelling. Yarmouth He filth Department N me Dane THIS PLAN IS A VALID COPY ONLY 1F IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE, N" i OF 't "NOF HEALTH AGENT APPROVAL SITE PLAN FOR X ARkA 22298 3 ROBERT M. 8c CONSTANCE N. INGLESI 46 PROSPECT AVENUE, W. YARM041TH, MA MARCH 8, 2013 SCALE: i"=2fl' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508} -775-9700 2013 BY R.J. CADILLAC PAGE 1 OF 1 0 NO GRADE CHANGES TEST HOLE DATE: February 28; 2013 4' PERFORMED BY: Ron Cadillac, Soil Evaluator ARE PROPOSED WITNESSED BY. Army Von Hone, RS, CHH 12" EXISTING PIPE IS HIGHER PERC RATE: SOIL SURVEY(1993): <2'-00"finch (C layer) Carver coarse sand 0 BY O 86' --CHANGE PITCH GEOLOGIC &AAP(1986N H- h 1' h l . d ,t 30"� 2176 BACK ou was P atn epost s 8 -ACK SEVERAL FEET. 30" Top Foundation BENCH MARK--N.E. CORNER OF CONE. SLAB= 21.16 ASSIGNED" i��S� `c ' iL��i X21,1 1 9 a4 ,' DESIGN CAPACITY: 360 GPD [(486,8 SF) X .74 GPD fSF1 7 � 20,6 N /E {/ DE ETRIADES. 1.3 111 20. Invert 18.65 10 HI --CAP INFILTRATORS Proposed W/O STONE Use Gas Baffle Invert 18.18 o 5 Proposed Top Uri �s- 1 0.�3 9" min. cover 0 Filter Cloth -� --- Proposed S=1/8 -/ft 3" Max. Invert 18.90 1560 Gat. S=1 /44-7ft Inspection Ports. .Proposed Septic Tank A layer 10yr 3/3 sandy loom B1 layer 10yr 6/8 loam sand B2 layer 10yr 5f8 loamy sand C layer 2.5y 6/4 med. coarse sand no water 19.9 18.4 \�l13497tovert 18.35 7.2 Invert 18.12 7.5' Bottom 6" Stone or compact Proposed Proposed i 28'----4 1 _ t- t--1 Bottom TH1=9.7 rn 3 DESIGN DATA BEDROOMS: _ �.x;3 7 3 MIN. - .� _ - GARBAGE GRINDER: No - / REQUIRED CAPACITY: 330 GPD (SEE MODIFIED APPROVAL 1=0R GENERAL USE --REV. 6/30/10) 21,0 SEPTIC TANK: 150f� GAL. EXCAVATE TWO 2'-10" BY 31'-3" TRENCHS, AS SHOWN_ USE 10 HI -CAP H-20 INFILTRATORS. FILTER CLOTH IS EFI=ECTIVE TRENCH LEACHING AREA: 486.8 SI` RECOMMENDED OVER UNITS. BACKFILL TO TOP OF UMTS 7.79 SF LF X 6.25 UNIT=48.69 S_F UNIT WITH CLEAN SAND FROM A GRAVEL PIT, OR VIRGIN C LAYER SF/LF '� F FROM SITE MAY BE USED IF IT CAN BE KEPT CLEAN AND 7 1-0 UNITS X 48 69 SFfUNIT=486-.8 SF(EFFECTIVE) FREE OF TOP AND SUBSOIL. 20.0 Permit valid for REPAIR 01 SEPTIC SYS'I`EN�,F, ` ONLVY due to State and Local septic variances. Board of health review and approval is required for ,any hiture additions/re ii ova tions/aIteration s to sewage facilities and/or structures(tlwelling. Yarmouth He filth Department N me Dane THIS PLAN IS A VALID COPY ONLY 1F IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE, N" i OF 't "NOF HEALTH AGENT APPROVAL SITE PLAN FOR X ARkA 22298 3 ROBERT M. 8c CONSTANCE N. INGLESI 46 PROSPECT AVENUE, W. YARM041TH, MA MARCH 8, 2013 SCALE: i"=2fl' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508} -775-9700 2013 BY R.J. CADILLAC PAGE 1 OF 1