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Home My WebLink AboutEngineered Plan - 2015IN. LEGEND -�--{}�- PROPOSED CONTOUR ® PROPOSED SPOT GRADE ----98 -- EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE W---- EXISTING WATER SERVICE TEST PIT SOUTH YARMOUTH ST -9 LOCUS 105 STATON AVE. � rA. MEMOR\P� LOCUS MAP LOCUS INFORMATION PLAN REF: BK 25967 PG 336 PARCEL ID: MAP 69 PAR. 20 SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 105 STATION AVENUE SOUTH YARMOUTH, MA PREPARED FOR GRIMES/DONE RIGHT EXC. JULY 10, 2015 hok— MEYER & SONS, INC. P.O. BOX 981 EAST SANDWICH, MA. 02537 PH: (508)360-3311 FAX: (774)413-9468 meyerandsonstitle50gmail.com www.meyerandsons.com SNFF'T 1 !1P" 7 1 114 -7 A A NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS T.O.F. EL.=30.0t SEPTIC TANK PROPOSED D -80X INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE F.G. EL.=28.0t F.G. EL.=29.51 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION 2) TANK AND 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 0 S-1X((MN.) 4"SCH40 PVC 11.3' TO INVERT INV.=25.11 - ;s -e s D-80 • M=5 s NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL: 25.5 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. PROPOSED S.A.S. INSTALL A 4" DIAMETER INSPECTION PORT OVER ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. GENERAL NOTES: F.G. EL: 28.5 (MAX.) 1. 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 TWOINSPECTION PORTS (MIN.) LOCAL RULES AND REGULATIONS. 4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25'/ROW SOIL ABSORPTION SYSTEM (PROFILE) RESTORE VEGETATIVE COVER TO TOP OF CHAMBERS PERC SAND BREAKOUT -TOP ELEV.- 25.5 �• a . INV. ELEV.= 25.11 •- BOTTOM ELEV.= 24.17 EXISTING SUITABLE 5' MIN. ABOVE BOTTOM OF 2.83' MATERIAL T.P. EXCAVATION OR G.W. EFFECTIVE NDTH = 4 x 2? 3' (6.83 PROVIDED) USE 4 ROWS OF 4 -HIGH CAPACITY BOTTOM OF TESTHOLE: EL:17.34 = INFILTRATOR (H20) UNITS W/ ENDCAP-NO STONE SEPTIC SYSTEM PROFILE N.T.S. DESIGN CRITERIA NUMBER OF BEDROOMS: 3 BEDROOM DESIGN DESIGN FLOW: RESIDENTIAL: 3 BEDROOMS 0 110 GPD/BR = 330 GPD DESIGN PERCOLATION RATE: <2 MIN/IN SOIL TEXTURAL CLASS: CLASS I GARBAGE GRINDER: NO (not designed for garbage grinder) DISTRIBUTION BOX: USE DB -5 (H20) SEPTIC TANK: 330 gpd x 200% - 660 gpd USE NEW 1,50OG SEPTIC TANK (0.74 GPD/SF) 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: (CHAMBER) (GENERAL USE APPROVAL FOR, 4.73 SF/LF OF CHAMBER) 16 UNITS x 6.25 LF x-4.73 SF/LF = 473.0 SF DESIGN FLOW PROVIDED: rr.rs. SOIL LOGS DATE: JULY 1, 2015 SOIL EVALUATOR: DARREN M. MEYER, CSE 1614 WITNESS: A. VONHONE, YARMOUTH HEALTH a-. TP --1 oe;m 28.50 0" TOTAL AREA = 473 SF 0.74GPD/SF(473SF) = 350 GPD > 330 GPD req'd 9 MIN COVER/ O S-1 X MIN.) -1X (PVC 36" MAX COVER E" 27'� L - 30' 0 S -IX (MIN.) 4"S a 4"SCH40 PVC LOAMY SAND 10 26.17 28' UQUID INV.=26.50 LEVEL Lv.ol.=26.751448" GAS BAFFLE P14"f L.G INV.=26.201 PROPOSED EXIST. SEWER OUTLET 1.500 GALLON ON SEP TANK INV.=27.50 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION 2) TANK AND 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 0 S-1X((MN.) 4"SCH40 PVC 11.3' TO INVERT INV.=25.11 - ;s -e s D-80 • M=5 s NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL: 25.5 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. PROPOSED S.A.S. INSTALL A 4" DIAMETER INSPECTION PORT OVER ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. GENERAL NOTES: F.G. EL: 28.5 (MAX.) 1. 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 TWOINSPECTION PORTS (MIN.) LOCAL RULES AND REGULATIONS. 4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25'/ROW SOIL ABSORPTION SYSTEM (PROFILE) RESTORE VEGETATIVE COVER TO TOP OF CHAMBERS PERC SAND BREAKOUT -TOP ELEV.- 25.5 �• a . INV. ELEV.= 25.11 •- BOTTOM ELEV.= 24.17 EXISTING SUITABLE 5' MIN. ABOVE BOTTOM OF 2.83' MATERIAL T.P. EXCAVATION OR G.W. EFFECTIVE NDTH = 4 x 2? 3' (6.83 PROVIDED) USE 4 ROWS OF 4 -HIGH CAPACITY BOTTOM OF TESTHOLE: EL:17.34 = INFILTRATOR (H20) UNITS W/ ENDCAP-NO STONE SEPTIC SYSTEM PROFILE N.T.S. DESIGN CRITERIA NUMBER OF BEDROOMS: 3 BEDROOM DESIGN DESIGN FLOW: RESIDENTIAL: 3 BEDROOMS 0 110 GPD/BR = 330 GPD DESIGN PERCOLATION RATE: <2 MIN/IN SOIL TEXTURAL CLASS: CLASS I GARBAGE GRINDER: NO (not designed for garbage grinder) DISTRIBUTION BOX: USE DB -5 (H20) SEPTIC TANK: 330 gpd x 200% - 660 gpd USE NEW 1,50OG SEPTIC TANK (0.74 GPD/SF) 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: (CHAMBER) (GENERAL USE APPROVAL FOR, 4.73 SF/LF OF CHAMBER) 16 UNITS x 6.25 LF x-4.73 SF/LF = 473.0 SF DESIGN FLOW PROVIDED: rr.rs. SOIL LOGS DATE: JULY 1, 2015 SOIL EVALUATOR: DARREN M. MEYER, CSE 1614 WITNESS: A. VONHONE, YARMOUTH HEALTH a-. TP --1 oe;m 28.50 0" TOTAL AREA = 473 SF 0.74GPD/SF(473SF) = 350 GPD > 330 GPD req'd 17.341-- 134" PERC RATE <2 MIN/IN. (C1' HORIZON) NO GROUNDWATER OBSERVED **RE -USE PER HEAT • 1, Darren M. Meyer, R.S.. CSE, hereby certify that I 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 Sail Evol. 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 f I PROPOSED SEPTIC SYSTEM UPGRADE PLAN 105 STATON AVENUE, SOUTH YARMOUTH, MA Prepared for: Grimes Done Right Exc. System Design and Site Plan by: SCALE DRAWN DATE MEYER &SONS, INC. N.T.S. DMM 07/10/15 PO BOX 981 EAST SANDWICH, MA 02537 REV DATE CHECKED SHEET NO. 50B•3822922 DMM 2 of 2 LOAMY SAND 10YR 3/2 27.87 a 8" LOAMY SAND tCYR S/6 26.17 28' C MEDIUM 6�4 2.5Y 17.341-- 134" PERC RATE <2 MIN/IN. (C1' HORIZON) NO GROUNDWATER OBSERVED **RE -USE PER HEAT • 1, Darren M. Meyer, R.S.. CSE, hereby certify that I 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 Sail Evol. 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 f I PROPOSED SEPTIC SYSTEM UPGRADE PLAN 105 STATON AVENUE, SOUTH YARMOUTH, MA Prepared for: Grimes Done Right Exc. System Design and Site Plan by: SCALE DRAWN DATE MEYER &SONS, INC. N.T.S. DMM 07/10/15 PO BOX 981 EAST SANDWICH, MA 02537 REV DATE CHECKED SHEET NO. 50B•3822922 DMM 2 of 2