Loading...
HomeMy WebLinkAboutEngineered Plans - 2016OEPG�N AREA=0.25 ACRES 39.2 cP 14 p � PROP 1,500G O O SEPTIC TANK 38.8 38.2 / 20 39.15 , 38 I BED 38 RM BED i RM �, \ 30.2 N BATH LIV o KIT RM DIN 10 `0 11.32 o A. 37.3 37 GAR FLOOR PLAN SCALE: 1"=20' N Yarmouth Health Department APP VED V me Date Survey by. Weller & Assoc. LOCUS MAP LOCUS INFORMATION TITLE REF: BK 29000 PG 218 PARCEL ID: MAP 098 PAR, 020 PROPERTY IS WITHIN A ZONE OF CONTRIBUTION SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 23 SHADY REST DR. SOUTH YARMOUTH, MA PREPARED FOR SHADY REST NOM. TRST. JULY 7, 2016 OF MAss9� DAR�EN Mr d 4E��j--) /lb MEYER & SONS, INC. P.O. BOX 981 EAST SANDWICH, MA. 02537 PH: (508)360-3311 FAX: (774)413-9468 meyerandsonstitle5©gmail.com www.meyerandsons.com SHEET 1 OF 2 J#1744 LEGEND PROPOSED CONTOUR ® PROPOSED SPOT GRADE EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE W— EXISTING WATER SERVICE TEST PIT OEPG�N AREA=0.25 ACRES 39.2 cP 14 p � PROP 1,500G O O SEPTIC TANK 38.8 38.2 / 20 39.15 , 38 I BED 38 RM BED i RM �, \ 30.2 N BATH LIV o KIT RM DIN 10 `0 11.32 o A. 37.3 37 GAR FLOOR PLAN SCALE: 1"=20' N Yarmouth Health Department APP VED V me Date Survey by. Weller & Assoc. LOCUS MAP LOCUS INFORMATION TITLE REF: BK 29000 PG 218 PARCEL ID: MAP 098 PAR, 020 PROPERTY IS WITHIN A ZONE OF CONTRIBUTION SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 23 SHADY REST DR. SOUTH YARMOUTH, MA PREPARED FOR SHADY REST NOM. TRST. JULY 7, 2016 OF MAss9� DAR�EN Mr d 4E��j--) /lb MEYER & SONS, INC. P.O. BOX 981 EAST SANDWICH, MA. 02537 PH: (508)360-3311 FAX: (774)413-9468 meyerandsonstitle5©gmail.com www.meyerandsons.com SHEET 1 OF 2 J#1744 NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS T.O.F. EL.=40.0± SEPTIC TANK PROPOSED D -BOX INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE /-F.G. EL.=39.20± /-- F.G. EL.=38.80± i-F.G. EL: 38.30± NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION 2) TANK/D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2) 3) INSTALL INLET & OUTLET TEES W/ GAS BAFFLE AS REQUIRED DESIGN CRITERIA L - 1O'(MAX) 0 S=1% (MIN.) 4"SCH40 PVC NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL: 35.19 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. PROPOSED S.A.S. INSTALL A 4" DIAMETER INSPECTION PORT OVER GENERAL NOTES: ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. F.G. EL: 38.0 (MAX.) i. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE INSTALL TWO INSPECTION PORTS (MIN.) LOCAL RULES AND REGULATIONS. 1 6.1 11.3"" TO INVERT INV.=34.80 PROPOSED 4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25'/ROW D -BOX INV.=36.08 SOIL ABSORPTION SYSTEM ,PROFILEfaw) Z/117 RESTORE VEGETATIVE COVER --BACKFILL WITH CLEAN PERC SAND BREAKOUT=TOP ELEV.= 35.19 INV. ELEV.= 34.80 BOTTOM ELEV.= 33.86 5' MIN. ABOVE BOTTOM OF T.P. EXCAVATION OR G.W. (6.86' PROVIDED) BOTTOM OF TESTHOLE: EL:27.00 - SEPTIC SYSTEM PROFILE N.T.S. NUMBER OF BEDROOMS: 2 BEDROOM DWELLING/3 BEDROOM DESIGN DESIGN FLOW: RESIDENTIAL: 3 BEDROOMS 0 110 GPD/BR = 330 GPD DESIGN PERCOLATION RATE: <2 MIN/IN SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) GARBAGE GRINDER: NO (not designed for garbage grinder) DISTRIBUTION BOX: USE DB -5 (H20) SEPTIC TANK: 330 gpd x 200% = 660 gpd USE PROP. 1,50OG SEPTIC TANK LEACHING AREA REQUIRED: (330)/.74 = 445.94 S.F. PRIMARY S.A.S. USE 4 ROWS OF 4 - HI -CAP INFILTRATOR H-20 UNITS -NO STONE BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER) (CHAMBER) 16 UNITS x 6.25 LF x 4.73 SF/LF = 473.0 SF TOTAL AREA = 473 SF DESIGN FLOW PROVIDED: 0.74GPD/SF(473SF) = 350 GPD > 330 GPD req'd W___x pjv)Ax "zilmIx EXISTING SUITABLE 2,83' I MATERIAL EFFECTIVE WIDTH = 4 x 2.83' = 11.32'1 USE 4 ROWS OF 4 -HIGH CAPACITY INFILTRATOR (H20) UNITS W/ ENDCAP-NO STONE TYPICAL SECTION IML SOIL LOGS DATE: JUNE 29, 2016 SOIL EVALUATOR: DARREN M. MEYER, CSE 1614 WITNESS: I A. VONHONE, YARMOUTH HEALTH Elev. 9" MIN COVER/ Depth 38.0 6" MAXCOVER L = 250 S=1% (MIN.)EL. 4"SCH40 PVC ia m 37.80 0 S=1% (MIN.) 4"SCH40 PVC 3. LOAMY SAND •� INV.=36.75 14 37.18, 48" 1IOUID INV.=36.50 10" LEVEL LOAMY SAND GAS BAFFLE •" INV.=36.25 PROPOSED 1.500 GALLON SEPTIC TANK EXIST. SEWER OUTLET INV.=37.67 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION 2) TANK/D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2) 3) INSTALL INLET & OUTLET TEES W/ GAS BAFFLE AS REQUIRED DESIGN CRITERIA L - 1O'(MAX) 0 S=1% (MIN.) 4"SCH40 PVC NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL: 35.19 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. PROPOSED S.A.S. INSTALL A 4" DIAMETER INSPECTION PORT OVER GENERAL NOTES: ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. F.G. EL: 38.0 (MAX.) i. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE INSTALL TWO INSPECTION PORTS (MIN.) LOCAL RULES AND REGULATIONS. 1 6.1 11.3"" TO INVERT INV.=34.80 PROPOSED 4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25'/ROW D -BOX INV.=36.08 SOIL ABSORPTION SYSTEM ,PROFILEfaw) Z/117 RESTORE VEGETATIVE COVER --BACKFILL WITH CLEAN PERC SAND BREAKOUT=TOP ELEV.= 35.19 INV. ELEV.= 34.80 BOTTOM ELEV.= 33.86 5' MIN. ABOVE BOTTOM OF T.P. EXCAVATION OR G.W. (6.86' PROVIDED) BOTTOM OF TESTHOLE: EL:27.00 - SEPTIC SYSTEM PROFILE N.T.S. NUMBER OF BEDROOMS: 2 BEDROOM DWELLING/3 BEDROOM DESIGN DESIGN FLOW: RESIDENTIAL: 3 BEDROOMS 0 110 GPD/BR = 330 GPD DESIGN PERCOLATION RATE: <2 MIN/IN SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) GARBAGE GRINDER: NO (not designed for garbage grinder) DISTRIBUTION BOX: USE DB -5 (H20) SEPTIC TANK: 330 gpd x 200% = 660 gpd USE PROP. 1,50OG SEPTIC TANK LEACHING AREA REQUIRED: (330)/.74 = 445.94 S.F. PRIMARY S.A.S. USE 4 ROWS OF 4 - HI -CAP INFILTRATOR H-20 UNITS -NO STONE BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER) (CHAMBER) 16 UNITS x 6.25 LF x 4.73 SF/LF = 473.0 SF TOTAL AREA = 473 SF DESIGN FLOW PROVIDED: 0.74GPD/SF(473SF) = 350 GPD > 330 GPD req'd W___x pjv)Ax "zilmIx EXISTING SUITABLE 2,83' I MATERIAL EFFECTIVE WIDTH = 4 x 2.83' = 11.32'1 USE 4 ROWS OF 4 -HIGH CAPACITY INFILTRATOR (H20) UNITS W/ ENDCAP-NO STONE TYPICAL SECTION IML SOIL LOGS DATE: JUNE 29, 2016 SOIL EVALUATOR: DARREN M. MEYER, CSE 1614 WITNESS: I A. VONHONE, YARMOUTH HEALTH Elev. TP- 1 Depth 38.0 0" A LOAMY SAND 10YR 4/1 37.18, B 10" LOAMY SAND 10YR 6/4 34.91C 37" j MEDIUM 1 SAND 2.5Y 6/4 27.00 132" PERC RATE <2 MIN/IN. (-Cl- HORIZON) NO GROUNDWATER OBSERVED • I, Darren M. Meyer, R.S., CSE, hereby certify that 1 am currently approved by MADEP pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil EvaL Exam in October, 1999. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. DWELLING IS SERVICED BY MUNICIPAL WATER SUPPLY. 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK. 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5. REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5 REQUIREMENTS. 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 12, THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY 13. NO KNOWN PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING 14. ALL PIPING TO BE 4" SCH 40 0 1 /8"/FT (UNLESS SPEC. ) 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER. 16. NO WETLANDS WITHIN 150 FT. OF PROPOSED LEACHING 17. 2 BEDROOM DEED RESTRICTION IS REQUIRED. SECTIO 11" INVERT HEIGHT END CAP INFILTRATOR - HI CAPACITY (H2O) CHAMBER PROPOSED SEPTIC SYSTEM UPGRADE PLAN 23 SHADY REST DRIVE, SOUTH YARMOUTH, MA Prepared for: Shady Rest Nominee Trust System Design and Site Plan by: SCALE DRAWN DATE MEYER& SONS, INC. N.T.S. DMM 07/07/16 PO BOX 981 EASTSOINDMCH, MA 02537 REV DATE CHECKED SHEET NO. 508-X2-2921 DMM 2 of 2