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Home My WebLink AboutCertified As Built PlanBVW. TBM = EL. 30.0 TOP OF BOUND 28 I 98.20' I 75.87' 31 . I 31.5 I I 31.1 I + +30.8 +31.5 30.7 /30.3 LOT 88/89 AREA=0.46 ACRES 28.5 / 30.6. T•0• @ EL. 31 .0 o O of 28.21 +31.3 +31.3 0° I 2 .7 0 100 FT BUFFER ZONE I 1,500 SEPTIC I 1 T NK I 1 � I -------- --------- G. ---------------- 30.0 J ---- -- 4 ------ 0.00' O I 30A-- -1— SEPTIC SYSTEM TIES A-1: 37'3" B-1: 15'7" A-2: 30'1" B-2: 21'5" A-3: 29" B-3: 49'5" A-4: 45'7" B-4: 84' A-5: 36'5" B-5: 53'8" A-6: 52'7" B-6: 88'3" N_ DAISY LANE 5 FT. SOIL REMOVAL (SEE NOTE 18) 28 �1r ®® HOUSE CORNERS m ® 1,5006 SEPNC TANK ® - D -SOX ® INSP PORE ® ® - LEACHING CORNERS 5 FT. SOIL REMOVAL (SEE NOTE 18) 28 27.6 SCALE: 1" = 20' Lu U Lu �.L W 26.2 0 r Q odMD �B VW 27.2 JAN 0 2022 HEALTH DEPT. WETLAND FLAGGING CONDUCTED BY: BRAD HALL SURVEY CONDUCTED BY: WELLER AND ASSOC. IYd�IIG�/_1:7IT, [fill [CI LOCUS MAP wextyk 11090• . .. PLAN REF: 079/101 TITLE REF: 31748/241 PARCEL ID: MAP 119 PAR. 24 FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE PROPERTY IS IN ZONE II CERTIFIED AS BUILT PLAN LOCATED AT: 57 MAYFLOWER TERRACE SOUTH YARMOUTH, MA PREPARED FOR GLENN MAXWELL JANUARY 26, 2022 MEYER & SONS, INC. P.O. BOX 981 EAST SANDWICH, MA. 02537 PH: (508)360-3311 FAX: (774)413-9468 meyerandsonstitle5@gmail.com SHEET 1 OF 2 LEGEND }—� PROPOSED CONTOUR ® PROPOSED SPOT GRADE -- gg -- EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE —W— EXISTING WATER SERVICE & TEST PIT 27.6 SCALE: 1" = 20' Lu U Lu �.L W 26.2 0 r Q odMD �B VW 27.2 JAN 0 2022 HEALTH DEPT. WETLAND FLAGGING CONDUCTED BY: BRAD HALL SURVEY CONDUCTED BY: WELLER AND ASSOC. IYd�IIG�/_1:7IT, [fill [CI LOCUS MAP wextyk 11090• . .. PLAN REF: 079/101 TITLE REF: 31748/241 PARCEL ID: MAP 119 PAR. 24 FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE PROPERTY IS IN ZONE II CERTIFIED AS BUILT PLAN LOCATED AT: 57 MAYFLOWER TERRACE SOUTH YARMOUTH, MA PREPARED FOR GLENN MAXWELL JANUARY 26, 2022 MEYER & SONS, INC. P.O. BOX 981 EAST SANDWICH, MA. 02537 PH: (508)360-3311 FAX: (774)413-9468 meyerandsonstitle5@gmail.com SHEET 1 OF 2 PROPOSED 1,500 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY THF -TITS 7ABEL. OR EQUAL 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 4) PLUMBING TO BE MODIFIED TO MEET OUTLET ELEVATION AND LOCATION, PERMIT REQUIRED. 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 APPUCABLE LOCAL RULES AND REGULATIONS. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPGN ECTIEER D APPROVAL BY THE BOARD OF HEALTH AND THE 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. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. S. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 10. EXISTING LEACH PR TO BE PUMPED, CRUSHED AND FILLED PER TILE 5. 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 PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 14. ALL PIPING TO BE 4" SCH 40 O 1/8"/FT (UNLESS SPECIFIED) 15. REMOVE ALL UNSUITABLE SOILS SIFT AROUND LEACHING TO EL 26.33 OR TOP OF C LAYER AND REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5. SEPTIC SYSTEM o DARREN M. y� MEYER INV. ELEV.=27.41 NO,?' 1140%.1 END ELEV.=27.26 A£� E(tE� naue�3lsi� '�NITAR�aa BOTTOM EL.= 26.76 PROFILE SEPARATION 5.26FT. ADJUSTED GROUNDWATER EL. 21.5 SOIL LOGS DATE: DECEMBER 6, 2021 SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 WITNESS: YARMOUTH HEALTH DEPARTMENT Dov, TP -1 Depth 30.00 A 0" LOAMY SAND 10YR 4/1 29.00 12" B LOAMY SND IOYR 5/6 26.33 44" C PERC TEST O EL 25.0 MEDIUM - SAND 2.5Y 6/4 20.0 120" PERC RATE <2 MIN/IN. ('C' HORIZON) GROUNDWATER OBSERVED AT 114" EL 20.50 WELL: MIW-29, ZONE A LEVEL' 7.9 ADJUSTMENT: I.W. USE BOH ALLOWED 1.0' ADJUSTED GROUNDWATER EL 21.50 �e wm�+awwaEn®s�aet .� C� :• ::%:: S•�J:••:' .� ; ::Say �:� %S: ��:`":�;;�• TEE'S ARE TO BE : 1�.: �;7: PVC 4" SCH •BAFFLE : •• S%Y ••• %;ttYt:• : Ott•: l�t'1%: "t:Yt..•�� itt;tt� %; ;;� tats,J:l: t'�': 't�Y �� , ;�:;tt �'<.�,• J J. GAS ..•'• �: PROPOSED 1,500 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY THF -TITS 7ABEL. OR EQUAL 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 4) PLUMBING TO BE MODIFIED TO MEET OUTLET ELEVATION AND LOCATION, PERMIT REQUIRED. 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 APPUCABLE LOCAL RULES AND REGULATIONS. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPGN ECTIEER D APPROVAL BY THE BOARD OF HEALTH AND THE 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. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. S. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 10. EXISTING LEACH PR TO BE PUMPED, CRUSHED AND FILLED PER TILE 5. 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 PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 14. ALL PIPING TO BE 4" SCH 40 O 1/8"/FT (UNLESS SPECIFIED) 15. REMOVE ALL UNSUITABLE SOILS SIFT AROUND LEACHING TO EL 26.33 OR TOP OF C LAYER AND REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5. SEPTIC SYSTEM o DARREN M. y� MEYER INV. ELEV.=27.41 NO,?' 1140%.1 END ELEV.=27.26 A£� E(tE� naue�3lsi� '�NITAR�aa BOTTOM EL.= 26.76 PROFILE SEPARATION 5.26FT. ADJUSTED GROUNDWATER EL. 21.5 SOIL LOGS DATE: DECEMBER 6, 2021 SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 WITNESS: YARMOUTH HEALTH DEPARTMENT Dov, TP -1 Depth 30.00 A 0" LOAMY SAND 10YR 4/1 29.00 12" B LOAMY SND IOYR 5/6 26.33 44" C PERC TEST O EL 25.0 MEDIUM - SAND 2.5Y 6/4 20.0 120" PERC RATE <2 MIN/IN. ('C' HORIZON) GROUNDWATER OBSERVED AT 114" EL 20.50 WELL: MIW-29, ZONE A LEVEL' 7.9 ADJUSTMENT: I.W. USE BOH ALLOWED 1.0' ADJUSTED GROUNDWATER EL 21.50 • I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 to conduct soil evoluatiorre and that the above analysis has been performed by me consistent with the requirements of 310 CMR 15.017. 1 further certify that 1 have passed the Soil Eval. Exam in October, 1999. CIA.IEC NQ FILTER FA 9" MIN COVER BREAKOUT EL. = 56.08 SOIL ABSORPTION SYSTEM (SECTION) DESIGN CRITERIA NUMBER OF BEDROOMS: 4 BEDROOM DESIGN SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) DESIGN PERCOLATION RATE: <2 MIN/IN DAILY FLOW: 110 G.P.D. X 4 BR = 440 G.P.D. GARBAGE GRINDER: NO (not designed for garbage grinder) SEPTIC TANK: 440 gpd x 200% = 880 gpd, PROP. 1,500 GAL. SEPTIC TANK LEACHING AREA REQUIRED: (440)/0.74 = 594.59 S.F. USE 40'L X 15' W LEACHING FIELD WITH 3 LATERALS BOTTOM AREA: 40 x 15 = 600 SF TOTAL SQUARE FEET PROVIDED = 600 vs. 594.59 REQ'D DESIGN FLOW PROVIDED: 0.74(600 S.F.) = 444 G.P.D. vs. 440 G.P.D. req'd CERTIFIED SEPTIC SYSTEM AS BUILT PLAN 57 MAYFLOWER TERRACE, SOUTH YARMOUTH, MA Prepared for: Maxwell Design and Site Plan by: SCALE DRAWN DATE MEYER &SONS, INC. N.T.S. DMM 01/26/2 PO BOX 981 EASTSANDW/CH, MA 02537 SHEET NO. 508-362-2922 2 Of 2