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Home My WebLink About83-1993 - Septic Plan - Revised As Builtn v d (L C6 m d '12 5' BUFFER ZONE OF CRUSHED STONE w/ NATIVE VEGETATION VEGETATION PER CAPE COD COOPERATIVE EXTENSION PLANTING LIST FOR COASTAL ENVIRONMENTS q\ 70 SMART VENT (TYP OF 7) MAP 29 MAP 29 PARCEL 77 N/F BECOTTE & GIFFORD lN0 C #19 p. FFE ,IAV+ GRLn10 2' S 3 2 � � MAP 29 PARCEL72 N!F DEVONIS MAP 29 A c�! PARCEL 73 9,504±SF �pFLOOD PLAIN COMPLIANCE BOTTOM OF VENTS NO GREATER THAN B-1 ENCLOSURE AREA= 1,245±S.F. 12" ABOVE FINISHED GRADE (TYP.) /f MIN OPENING AREA REQUIRED = 1,245± SQ. IN. B ILDING COVERAGE VENT OPENINGS PROVIDED = 1,400± SQ. IN. ZONING DISTRICT = R-25 (TOTAL OF 7 VENTS PROVIDED) ® MAXIMUM ALLOWED = 25% 1,400 SQ. IN. > 1,245 SQ. IN THEREFORE OK SMART VENT (TYP.) TOTAL EXISTING = 24% (SEE DETAIL) (1 SMART VENT = 200 SQ. IN. OF OPENING) FINISHED GRADE `Ln B-2 �lm I VARIES <12" / 03 O z a TOF = 14.0'± - 8" CONC. WALLS 4" CONC. SLAB �EL.=10.2'± B-3 o AS -BUILT SWING TIES PROV'D --f BY BARROWS EXCAVATING 70.3 B-4 11500 1�cn L5' CEDAR \� \ v0 (TYP OF 2j HYDRANGEA 5 \ \ (TYP OF 11) O T N CRUSHED STONE (TYP) 0 10 20 40 80 FEET SCALE: 1 INCH = 20 FT. NOTES: CONSTRUCTION NOTES & DESIGN CRITERIA: 1.) EDGE OF COASTAL BEACH AND MEAN HIGH WATER DELINEATIONS SHOWN ON THIS PLAN WERE TAKEN FROM ORIGINAL APPROVED PLAN ENTITLED, "PROPOSED SEPTIC DESIGN", PREPARED BY 1. ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE (LATEST EDITION). SWEETSER ENGINEERING, DATED APRIL 14, 2014 (REVISED APRIL 27, 2014). THIS PROPOSED SITE 2. THE FLOOD PRONE ENCLOSURE SHALL NOT BE USED FOR HUMAN OCCUPANCY. USES ARE PLAN IS A REVISION TO THIS APPROVED PLAN. LIMITED TO STORAGE AND ACCESS ONLY. 3. FOUNDATION MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO ALL APPLICABLE 2.) MILL CREEK IS NOT CONSIDERED A "RIVER" PER MASSACHUSETTS MOUTH OF COASTAL RIVER REQUIREMENTS OF THE MASSACHUSETTS BUILDING CODE (LATEST EDITION). MAP DATED MARCH 1, 2005. NO RIVERFRONT AREA EXISTS ON THE SUBJECT PROPERTY. 4. 5. NO CONSTRUCTION TERIALS TO BE MA MAY MADE TO THIS DES FLOOD WITHOUT WRITTEN APPROVAL FROM ENGINEER. 3.) SEPTIC SYSTEM SHOWN ON THIS PLAN WAS INSTALLED IN OCTOBER 2014; LOCATION TAKEN FROM ABOVE-MENTIONED APPROVED "PROPOSED SEPTIC DESIGN" PLAN. 4.) BOTTOM ELEVATION OF EXISTING FURNACE LOCATED IN CRAWL SPACE IS 11.9±N.G.V.D. 29. PER MASSACHUSETTS BUILDING CODE SECTION R401.3 DRAINAGE; 5.) PER 248 CMR 10.05(8)(C), CONTRACTOR SHALL PROVIDE ADEQUATE PROVISION TO PROTECT EXCEPTION. WHERE LOT LINES, WALLS, SLOPES OR OTHER EXISTING BUILDING SEWER PIPE FROM FREEZING. PHYSICAL BARRIERS PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE 6.) DRIP TRENCHES ARE TO BE CONSTRUCTED UNDERNEATH ALL HOUSE EAVES WHERE POSSIBLE. DRAINAGE AWAY FROM THE STRUCTURE... 7.) EXISTING UTILITIES SHOWN ON PLAN ARE CONSIDERED TO BE APPROXIMATE IN LOCATION. 8.) THIS PROJECT WAS APPROVED BY THE TOWN OF YARMOUTH PRIOR TO THE CHANGE OF THE FINISHED GRADE VARIES FEMA FLOOD ZONE MAP (i.e. MAP REVISED ON 7-16-2014). ELEVATION DATUM SHOWN ON THIS PLAN IS BASED ON N.G.V.D. 29, WHICH IS HIGHER IN ELEVATION THAN N.A.V.D. 88 DATUM BY 0.87 FEET. -1.5-FT (A TRIM CAP WITH CONT. ADHESIVE (AS PER -BACKFILL^ �{ MANUFACTURER'S RECOMMENDATIONS) I6"� TOP WALL EL. =VARIES 6" DIA. SCH. 40 PVC PERF. DRAIN 3-FT8" H x 18" L x 21.5"W BLOCKS PIPE (2% MIN. PITCH TO WALL) 1 �m HEIGHT 3/4" CRUSHED STONE- "'"'" s" of 314" CRUSHED STONE VARIES MIRAFI FILTER FABRIC - TO BE PLACED BEHIND AND ;r;:r: 40 MIL. IMPERVIOUS BENEATH THE WALL �4� GEOMEMBRANE LINER- &� " �� EMBEDMENT L5" BURIA - I i FOR EVERY V HEIGHT COMPACTED GRANULAR BASE OR OPTIONAL CONCRETE LEVELING PAN RETAINING WALL (TYP) NOT TO SCALE TOF = 14.0'± 8" N8" CONC. WALLS 4q 4" CONC. SLAB ;EL.=102± 3 -FT 91- 11 JL IIPJ DESCRIPTION \\ PARCEL 74 GUYWIRE (TYP OF 2) DAY LIGHT 4" DRAIN PIPE �)A SEPTIC COVER OUT (2) AT BOTTOM OF WALL N/F COSTA o r� � 2) STONE w/ 6" PERF. DRAIN \ \ / / 16.5' 3'± MAX. SIT 22A0"tN • i�Ps Benchmark RET.WALL Nail in Tree 655^1R ' v Elev =14.02' N.G.V.D.297p - q ` v 1 20 OAK ao x. `::. a c FRj vSN ro SM REp1Zl no ' .no MAP 29 PARCEL 77 N/F BECOTTE & GIFFORD lN0 C #19 p. FFE ,IAV+ GRLn10 2' S 3 2 � � MAP 29 PARCEL72 N!F DEVONIS MAP 29 A c�! PARCEL 73 9,504±SF �pFLOOD PLAIN COMPLIANCE BOTTOM OF VENTS NO GREATER THAN B-1 ENCLOSURE AREA= 1,245±S.F. 12" ABOVE FINISHED GRADE (TYP.) /f MIN OPENING AREA REQUIRED = 1,245± SQ. IN. B ILDING COVERAGE VENT OPENINGS PROVIDED = 1,400± SQ. IN. ZONING DISTRICT = R-25 (TOTAL OF 7 VENTS PROVIDED) ® MAXIMUM ALLOWED = 25% 1,400 SQ. IN. > 1,245 SQ. IN THEREFORE OK SMART VENT (TYP.) TOTAL EXISTING = 24% (SEE DETAIL) (1 SMART VENT = 200 SQ. IN. OF OPENING) FINISHED GRADE `Ln B-2 �lm I VARIES <12" / 03 O z a TOF = 14.0'± - 8" CONC. WALLS 4" CONC. SLAB �EL.=10.2'± B-3 o AS -BUILT SWING TIES PROV'D --f BY BARROWS EXCAVATING 70.3 B-4 11500 1�cn L5' CEDAR \� \ v0 (TYP OF 2j HYDRANGEA 5 \ \ (TYP OF 11) O T N CRUSHED STONE (TYP) 0 10 20 40 80 FEET SCALE: 1 INCH = 20 FT. NOTES: CONSTRUCTION NOTES & DESIGN CRITERIA: 1.) EDGE OF COASTAL BEACH AND MEAN HIGH WATER DELINEATIONS SHOWN ON THIS PLAN WERE TAKEN FROM ORIGINAL APPROVED PLAN ENTITLED, "PROPOSED SEPTIC DESIGN", PREPARED BY 1. ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE (LATEST EDITION). SWEETSER ENGINEERING, DATED APRIL 14, 2014 (REVISED APRIL 27, 2014). THIS PROPOSED SITE 2. THE FLOOD PRONE ENCLOSURE SHALL NOT BE USED FOR HUMAN OCCUPANCY. USES ARE PLAN IS A REVISION TO THIS APPROVED PLAN. LIMITED TO STORAGE AND ACCESS ONLY. 3. FOUNDATION MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO ALL APPLICABLE 2.) MILL CREEK IS NOT CONSIDERED A "RIVER" PER MASSACHUSETTS MOUTH OF COASTAL RIVER REQUIREMENTS OF THE MASSACHUSETTS BUILDING CODE (LATEST EDITION). MAP DATED MARCH 1, 2005. NO RIVERFRONT AREA EXISTS ON THE SUBJECT PROPERTY. 4. 5. NO CONSTRUCTION TERIALS TO BE MA MAY MADE TO THIS DES FLOOD WITHOUT WRITTEN APPROVAL FROM ENGINEER. 3.) SEPTIC SYSTEM SHOWN ON THIS PLAN WAS INSTALLED IN OCTOBER 2014; LOCATION TAKEN FROM ABOVE-MENTIONED APPROVED "PROPOSED SEPTIC DESIGN" PLAN. 4.) BOTTOM ELEVATION OF EXISTING FURNACE LOCATED IN CRAWL SPACE IS 11.9±N.G.V.D. 29. PER MASSACHUSETTS BUILDING CODE SECTION R401.3 DRAINAGE; 5.) PER 248 CMR 10.05(8)(C), CONTRACTOR SHALL PROVIDE ADEQUATE PROVISION TO PROTECT EXCEPTION. WHERE LOT LINES, WALLS, SLOPES OR OTHER EXISTING BUILDING SEWER PIPE FROM FREEZING. PHYSICAL BARRIERS PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE 6.) DRIP TRENCHES ARE TO BE CONSTRUCTED UNDERNEATH ALL HOUSE EAVES WHERE POSSIBLE. DRAINAGE AWAY FROM THE STRUCTURE... 7.) EXISTING UTILITIES SHOWN ON PLAN ARE CONSIDERED TO BE APPROXIMATE IN LOCATION. 8.) THIS PROJECT WAS APPROVED BY THE TOWN OF YARMOUTH PRIOR TO THE CHANGE OF THE FINISHED GRADE VARIES FEMA FLOOD ZONE MAP (i.e. MAP REVISED ON 7-16-2014). ELEVATION DATUM SHOWN ON THIS PLAN IS BASED ON N.G.V.D. 29, WHICH IS HIGHER IN ELEVATION THAN N.A.V.D. 88 DATUM BY 0.87 FEET. -1.5-FT (A TRIM CAP WITH CONT. ADHESIVE (AS PER -BACKFILL^ �{ MANUFACTURER'S RECOMMENDATIONS) I6"� TOP WALL EL. =VARIES 6" DIA. SCH. 40 PVC PERF. DRAIN 3-FT8" H x 18" L x 21.5"W BLOCKS PIPE (2% MIN. PITCH TO WALL) 1 �m HEIGHT 3/4" CRUSHED STONE- "'"'" s" of 314" CRUSHED STONE VARIES MIRAFI FILTER FABRIC - TO BE PLACED BEHIND AND ;r;:r: 40 MIL. IMPERVIOUS BENEATH THE WALL �4� GEOMEMBRANE LINER- &� " �� EMBEDMENT L5" BURIA - I i FOR EVERY V HEIGHT COMPACTED GRANULAR BASE OR OPTIONAL CONCRETE LEVELING PAN RETAINING WALL (TYP) NOT TO SCALE TOF = 14.0'± 8" N8" CONC. WALLS 4q 4" CONC. SLAB ;EL.=102± 3 -FT 91- 11 JL IIPJ DESCRIPTION \\ \ 4x10' 27.3' �)A SEPTIC COVER OUT (2) DECK TW x TD 3!4" CRUSHED N � 2) STONE w/ 6" PERF. DRAIN \ \ / / 16.5' INFILTRATOR (5) PIPE (SEE DETAIL) \ �� O9 'Z \ \ �\ P 29 EDGE OF GRASS-/ MRCP \ \ N/F ALMQUIST, JR. MAP 29 PARCEL 77 N/F BECOTTE & GIFFORD lN0 C #19 p. FFE ,IAV+ GRLn10 2' S 3 2 � � MAP 29 PARCEL72 N!F DEVONIS MAP 29 A c�! PARCEL 73 9,504±SF �pFLOOD PLAIN COMPLIANCE BOTTOM OF VENTS NO GREATER THAN B-1 ENCLOSURE AREA= 1,245±S.F. 12" ABOVE FINISHED GRADE (TYP.) /f MIN OPENING AREA REQUIRED = 1,245± SQ. IN. B ILDING COVERAGE VENT OPENINGS PROVIDED = 1,400± SQ. IN. ZONING DISTRICT = R-25 (TOTAL OF 7 VENTS PROVIDED) ® MAXIMUM ALLOWED = 25% 1,400 SQ. IN. > 1,245 SQ. IN THEREFORE OK SMART VENT (TYP.) TOTAL EXISTING = 24% (SEE DETAIL) (1 SMART VENT = 200 SQ. IN. OF OPENING) FINISHED GRADE `Ln B-2 �lm I VARIES <12" / 03 O z a TOF = 14.0'± - 8" CONC. WALLS 4" CONC. SLAB �EL.=10.2'± B-3 o AS -BUILT SWING TIES PROV'D --f BY BARROWS EXCAVATING 70.3 B-4 11500 1�cn L5' CEDAR \� \ v0 (TYP OF 2j HYDRANGEA 5 \ \ (TYP OF 11) O T N CRUSHED STONE (TYP) 0 10 20 40 80 FEET SCALE: 1 INCH = 20 FT. NOTES: CONSTRUCTION NOTES & DESIGN CRITERIA: 1.) EDGE OF COASTAL BEACH AND MEAN HIGH WATER DELINEATIONS SHOWN ON THIS PLAN WERE TAKEN FROM ORIGINAL APPROVED PLAN ENTITLED, "PROPOSED SEPTIC DESIGN", PREPARED BY 1. ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE (LATEST EDITION). SWEETSER ENGINEERING, DATED APRIL 14, 2014 (REVISED APRIL 27, 2014). THIS PROPOSED SITE 2. THE FLOOD PRONE ENCLOSURE SHALL NOT BE USED FOR HUMAN OCCUPANCY. USES ARE PLAN IS A REVISION TO THIS APPROVED PLAN. LIMITED TO STORAGE AND ACCESS ONLY. 3. FOUNDATION MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO ALL APPLICABLE 2.) MILL CREEK IS NOT CONSIDERED A "RIVER" PER MASSACHUSETTS MOUTH OF COASTAL RIVER REQUIREMENTS OF THE MASSACHUSETTS BUILDING CODE (LATEST EDITION). MAP DATED MARCH 1, 2005. NO RIVERFRONT AREA EXISTS ON THE SUBJECT PROPERTY. 4. 5. NO CONSTRUCTION TERIALS TO BE MA MAY MADE TO THIS DES FLOOD WITHOUT WRITTEN APPROVAL FROM ENGINEER. 3.) SEPTIC SYSTEM SHOWN ON THIS PLAN WAS INSTALLED IN OCTOBER 2014; LOCATION TAKEN FROM ABOVE-MENTIONED APPROVED "PROPOSED SEPTIC DESIGN" PLAN. 4.) BOTTOM ELEVATION OF EXISTING FURNACE LOCATED IN CRAWL SPACE IS 11.9±N.G.V.D. 29. PER MASSACHUSETTS BUILDING CODE SECTION R401.3 DRAINAGE; 5.) PER 248 CMR 10.05(8)(C), CONTRACTOR SHALL PROVIDE ADEQUATE PROVISION TO PROTECT EXCEPTION. WHERE LOT LINES, WALLS, SLOPES OR OTHER EXISTING BUILDING SEWER PIPE FROM FREEZING. PHYSICAL BARRIERS PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE 6.) DRIP TRENCHES ARE TO BE CONSTRUCTED UNDERNEATH ALL HOUSE EAVES WHERE POSSIBLE. DRAINAGE AWAY FROM THE STRUCTURE... 7.) EXISTING UTILITIES SHOWN ON PLAN ARE CONSIDERED TO BE APPROXIMATE IN LOCATION. 8.) THIS PROJECT WAS APPROVED BY THE TOWN OF YARMOUTH PRIOR TO THE CHANGE OF THE FINISHED GRADE VARIES FEMA FLOOD ZONE MAP (i.e. MAP REVISED ON 7-16-2014). ELEVATION DATUM SHOWN ON THIS PLAN IS BASED ON N.G.V.D. 29, WHICH IS HIGHER IN ELEVATION THAN N.A.V.D. 88 DATUM BY 0.87 FEET. -1.5-FT (A TRIM CAP WITH CONT. ADHESIVE (AS PER -BACKFILL^ �{ MANUFACTURER'S RECOMMENDATIONS) I6"� TOP WALL EL. =VARIES 6" DIA. SCH. 40 PVC PERF. DRAIN 3-FT8" H x 18" L x 21.5"W BLOCKS PIPE (2% MIN. PITCH TO WALL) 1 �m HEIGHT 3/4" CRUSHED STONE- "'"'" s" of 314" CRUSHED STONE VARIES MIRAFI FILTER FABRIC - TO BE PLACED BEHIND AND ;r;:r: 40 MIL. IMPERVIOUS BENEATH THE WALL �4� GEOMEMBRANE LINER- &� " �� EMBEDMENT L5" BURIA - I i FOR EVERY V HEIGHT COMPACTED GRANULAR BASE OR OPTIONAL CONCRETE LEVELING PAN RETAINING WALL (TYP) NOT TO SCALE TOF = 14.0'± 8" N8" CONC. WALLS 4q 4" CONC. SLAB ;EL.=102± 3 -FT 91- 11 JL IIPJ DESCRIPTION HCA HC -2 SEPTIC COVER IN (1) 27.3' 40.0' SEPTIC COVER OUT (2) 31.3' 42.0' DISTRIBUTION BOX (3) 39.3' 38.6' INFILTRATOR (4) 60.9 16.5' INFILTRATOR (5) 31.0' 64.0' STRAP ON SIDES M11 8-1/4NROUGHOPENIL GRAVEL BACKFILL �- 10" x 16" 1s^ CONTINUOUS FOOTING FOUNDATION DRAINAGE DETAIL NOT TO SCALE Smart VENT® 888-628 4115 NW W.SMARTWEHT.COM ROUGH OPENING -&V >z EXTERIOR VIEW GRAVEL BACKFILL BACKFILL 10"x 16" 16" CONTINUOUS FOOTING TYPICAL WALL DETAIL NOT TO SCALE --DOOR SHOWN OPEN IN FRAME STRAPS GO RUM WALL AND CAN BE BRIIXEN OFF AT SLATS III AVOID OBSTRUCTIONS £XTERILF DOOR REMOVED 8-1/4' HIGH X 16-V4' VIDE ROUGH OPENIM DOOR OPEN FRAME SMART VENT DETAIL (NOT TO SCALE) OWNER OF RECORD: MICHAEL & CAROLYN CORNALE TRUSTEES OF THE 19 GRIST MILL LANE REALTY TRUST 222 KIRKWOOD DRIVE DUNDAS, ONTARIO, L9H6Z2, CANADA OLD FEMA FLOOD ZONE: ZONE A9 (ELA 0), B, & C NEW FEMA FLOOD ZONE: ZONE B & AE (ELA 1) AS SHOWN ON COMMUNITY PANEL: #25001C0569J (DATED 7-16-14) ASSESSOR'S MAP & PARCEL: MAP 29, PARCEL 73 DEED REFERENCE: DEED BOOK 28451, PAGE 112 PLAN REFERENCE: PLAN BOOK 153, PAGE 47 12' ,> > +> > > ,> +a > SIDE SECTION VIEW JOHNL INTERIOR �-UPPER STRAPS BEHIND WALL ///---ALTERNATE / SIDE STRAPS / BEHIND WALL 2"x 15-1 4' EVEN Tx 15-1/4' OPEN STRAPS WALL SITE'A'S-BUILT PLAN A 19 GRISTMILL LANE WEST YARMOUTH, MA 02673 PREPARED FOR: DUBLIN CONSTRUCTION, INC. PREPARED BY: JC ENGINEERING, INC. 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 SCALE: V'= 20' DATE: AUGUST 4, 2015 REVA: AUGUST 26, 2015 „ SIDE SECTION VIEW JOHNL INTERIOR �-UPPER STRAPS BEHIND WALL ///---ALTERNATE / SIDE STRAPS / BEHIND WALL 2"x 15-1 4' EVEN Tx 15-1/4' OPEN STRAPS WALL SITE'A'S-BUILT PLAN A 19 GRISTMILL LANE WEST YARMOUTH, MA 02673 PREPARED FOR: DUBLIN CONSTRUCTION, INC. PREPARED BY: JC ENGINEERING, INC. 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 SCALE: V'= 20' DATE: AUGUST 4, 2015 REVA: AUGUST 26, 2015