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HomeMy WebLinkAboutEngineered Plans - 2016I r' x MAP 90 PCL. 150 i i i i 192'— N / to 1 1 . i I I � � I Y) o i OI II 0 O� I i MAP 90 PCL. 151 I LO \� o W o gNEp / P o 0 Z / v—_ 1 MAP 90 PCL. 139 S 83'09'00" E 110. - 00' 21. $' I C PA PA _ 18M CORNER EXlS Col STEP LI ELEV=105.9' DELL/ NG #25 23.2' 23.2' kroF=165.5 F) A QED DRIVEWAY i ' to / ' I 3 LOT 150 / 12,091± S.F. (0.28± AC.) I I o Uj l GRA�C DRIVEWAY N 83'09'00" W 110.00' gm- J— MAP 90 PCL. 137 it Permit valid for REPAIR ON SEPTIC nsi, m ONLY, due to State and I oval septic variances, Board: of health review and approaal is required for any future additions/renova(ions/illteratious to sewage facilities;and/or structures/dwelling. Y:armouth41eallh Departrne t APPROVED) v ame Daae S. YARMOUTH LEGEND PROPOSED CONTOUR ® PROPOSED SPOT GRADE SITE C-) 2 ��Q --98-- EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE �4 W— EXISTING WATER SERVICE Qo'� TEST PIT a7 P s G�gP Rp• N SCALE: 1"=20' SNER�DP u LOCUS MAP LOCUS INFORMATION Q U Q m GENERAL NOTES: U 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL [tf BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS m OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE m LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: W - 310 CMR 15.405 (1) (B): �1 1) A 0.5 Fr. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING �L TO BE 3.5 Fr (MAX) BELOW GRADE VS REO'D 3 FT. (VENT PROVIDED) 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. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 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 BEGINNING CONSTRUCTION. 10. EXISTING CESSPOOLS TO BE PUMPED, CRUSHED AND REMOVED REPLACE WITH CLEAN MEDIUM SAND PER TITLE 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 LINE SURVEY 13. NO PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING 14. ALL PIPING TO BE 4" SCH 40 0 1 /8"/FT. 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING TITLE REF: 13015/0227 PARCEL ID: M: 90 P: 138 FLOOD ZONE: "C" COMMUNITY PANEL: 25001C -0729—J DATED:07/16/14 SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 25 PEBBLE BEACH WAY SOUTH YARMOUTH, MA PREPARED FOR JOHN VANDERLINDEN FEBRUARY 18, 2016 OF Mgssq� jpAN� M 0. 40 S1 SOITWa� MEYER & SONS, INC. P.O. BOX 981 EAST SANDWICH, MA. 02537 (508)362-2922 SHEET 1 OF 2 J#1627 NOTE: TO PREVENT BREAKOUT, THE PROPOSED NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:101,74 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. T.O.F. EL = 105.5 SEPTIC T PROPOSEDANK O A �f INSTALLRISERS & COVERS OVER INLET & INSTTALL RIISER & COVER NSOTALLEA 4" DIAMETER INSPECTION PORT OVER OUTLET AND SET TO 6' OF FINISH GRADE SET TO 6" OF GRADE ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. VENT F.G. EL.=105.01 F.G. EL.=105.21 F.G. EL: 105.3f F.G. EL: 105.2(MAX.) DARRYENM. 9" MIN COVER/ L = 25'1 36" MAX COVER L 5' INSPECTION PORTS IN EACH ROW = L = 10'(MAX) INSTALL 0 S=1% (MIN.) INV.=96.20 0 S=1% (MIN.) 0 S=1% (MIN.) S ��� qNI 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC TAR 1� t0" �• 14 6 10.75" TO �9 1 48" LIQUID INV.=101.75 INVERT \IN\l.=102.0 LEVEL GAS BAFFLE PROPOSED D-80 INV.=101.5 2 TRENCHES OF 6 UNITS AT 5.0'/UNIT = 30.0'/TRENCH INV.= 101.7 DB -3 INV.= 101.3 SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED 1.500 GALLON SEPTIC TANK EXIST. SEWER OUTLET RESTORE VEGETATIVE COVER (Z) INV.=102.5 BACKFILL WITH CLEAN PERC SAND 60" © INV.=102.83 TO TOP OF CHAMBERS NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING BREAKOUT=TOP ELEV.=101.74 PIPE INVERTS PRIOR TO CONSTRUCTION INV. ELEV.= 101.30 72.3' 2) TANK AND D -BOX SHALL BE SET LEVEL AND BOTTOM ELEV.= 100.41 TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2) 5' MIN. ABOVE BOTTOM OF 3) INSTALL INLET &OUTLET TEES W/ T.P. EXCAVATION OR G.W. (5.81' PROVIDED) USE 2 TRENCHES OF 6 - ADS ARC36HC GAS BAFFLE AS REQUIRED BOTTOM OF TESTHOLE EL.=94.60 - UNITS -NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION - N.T.S. N.LS 16" -97- A IL 11 DESIGN CRITERIA SOIL LOG _ NUMBER OF BEDROOMS: EXIST. 2 BR/3BR DESIGN - NOT IN ZONE 11 DATE: JANUARY 6, 2016• 10- 75" SECTION SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 INVERT END CAP DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: P. RENAUD, YARMOUTH HEALTH HEIGHT DAILY FLOW: 330 G.P.D. Elev. TP- � ADS - ARC 36HC CHAMBER Depth DESIGN FLOW: 330 G.P.D. 105.60 0" GARBAGE GRINDER: (NOT DESIGNED FOR GARBAGE GRINDER) A MODEL ARC 36HC PROPOSED SEPTIC TANK: USE NEW 1,500 GALLON CAPACITY AMY SAND 104.85 LOD D E 9" LENGTH 63" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT B EFFECTIVE LENGTH 60" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY LEACHING AREA REQUIRED: (330) = 445.95 S.F. DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. LOAMY SAND SIDE WALL HEIGHT 10.75" .74 10YR 5/8 OVERALL HEIGHT 16" DISTRIBUTION BOX: (2 OUTLETS (MINIMUM)) 103.52 25" OVERALL WIDTH 4640 TRUEMAN BLVD PRIMARY S.A.S. C CF HILLIARD, OHIO 43026 10.7 USE 2 TRENCHES OF 6 - ARC36HC HICAP UNITS W/ NO STONE MSEADIUDM CAPACITY 80.0 GAL ADVANCED DRAINAGE SYSTEMS INC. PROPOSED SEPTIC SYSTEM/SITE PLAN 2.5Y 6/4 BOTTOM AREA: (GENERAL USE APPROVAL FOR 7.79 SF/LF OF CHAMBER) 25 PEBBLE BEACH WAY, SOUTH YARMOUTH, MA (CHAMBER UNITS) 12 UNITS x 5.00 LF x 7.79 SF/LF = 467.4 SF 94.60 132" Prepared for: Vanderlinden TOTAL AREA = 467.4 SF DESIGN FLOW PROVIDED: 0.74GPD/SF(467.4SF) = 345.9 GPD > 330 GPD req'd PERC RATE <2 MIN/IN. (-Cl- HORIZON) NO GROUNDWATER OBSERVED System Design and Topo Plan by: SCALE DRAWN DATE: MEYER & SONS, INC. NTS D.M.M. 02/18/16 « I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 PO Sox 961 to conduct soil evaluations and that the above analysis has been performed by me consistent with the EASTSANOWICH,MA02537 CHECKED SHEET NO. requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam in October, 1999. 508.3622922 D.M.M. 2 Of 2