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HomeMy WebLinkAboutEngineered Plans - 2014ENKA 39 38. w N TBM = EL. 38.2 COR. OF CONC. SLAB in 38.1 38.2 rt' <r x.00 /�'� Name Date moo- PROP. 1 ,500 ?�` -, SEPTIC TANK BED EALTH DEPT. 38. BATROOM F/ KIT 0.23 ACRES I O N 38.6 3 2 DRIVEWAY �O W-1 ANDY ROAD SCALE: 1"=20' �-3 14 BED ROOM LI V. ROOM GENERAL NOTES: 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 LOCAL RULES AND REGULATIONS. 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 LEACHING (IN SAME LOCATION AS PROP. LEACHING) TO BE REMOVED AND REPLACED 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 UNE SURVEY 13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING 14. ALL PIPE TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPEC. OTHERWISE) 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 17. REMOVE UNSUITABLE SOILS 5 FEET AROUND LEACHING TO EL. 35.17 OR TOP OF C LAYER AND REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5. 28 LOCUS MAP LOCUS INFORMATION TITLE REF: 8967/056 PARCEL ID: 32/28 FLOOD ZONE: "C" COMMUNITY PANEL: 250015-0005—D DATED:07/02/92 SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 19 MOLLY ROAD WEST YARMOUTH, MA PREPARED FOR DIBUONO SEWER AND DRAIN JULY 2, 2014 OF �ssq`yo DARREN MEYER No. ' 1140 iNITOO MEYER & SONS INC. P.O. BOX 981 E. SANDWICH, MA 02537 PH. (508)360-3311 FAX: (774)413-9468 meyerandsonsinc©gmail.com SHEET 1 OF 2 J#1547 LEGEND WEST YARMOUTH OF SEPTIC SYSTF: Permit valid for REPAIR PROPOSED CONTOUR ONLY, clue to State and Local septic variances. Board of health review and :approval is required for ® PROPOSED SPOT GRADE o Locus' any future additions/rend,. ation s/aIterations to _ 98 _ _ EXISTING CONTOUR AMOS ROAD r9 M Y ROAD 5 FT. 501L RFMOVAL sewage facilities and/or structures/d %elling. (see note 1 7) + 96.52 EXISTING SPOT GRADE Yarmouth Health Department o APPROVED W�— EXISTING WATER SERVICE P Aj /7t;+ J TEST PIT 39.3 39 � UO x.00 /�'� Name Date moo- PROP. 1 ,500 ?�` -, SEPTIC TANK BED EALTH DEPT. 38. BATROOM F/ KIT 0.23 ACRES I O N 38.6 3 2 DRIVEWAY �O W-1 ANDY ROAD SCALE: 1"=20' �-3 14 BED ROOM LI V. ROOM GENERAL NOTES: 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 LOCAL RULES AND REGULATIONS. 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 LEACHING (IN SAME LOCATION AS PROP. LEACHING) TO BE REMOVED AND REPLACED 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 UNE SURVEY 13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING 14. ALL PIPE TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPEC. OTHERWISE) 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 17. REMOVE UNSUITABLE SOILS 5 FEET AROUND LEACHING TO EL. 35.17 OR TOP OF C LAYER AND REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5. 28 LOCUS MAP LOCUS INFORMATION TITLE REF: 8967/056 PARCEL ID: 32/28 FLOOD ZONE: "C" COMMUNITY PANEL: 250015-0005—D DATED:07/02/92 SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 19 MOLLY ROAD WEST YARMOUTH, MA PREPARED FOR DIBUONO SEWER AND DRAIN JULY 2, 2014 OF �ssq`yo DARREN MEYER No. ' 1140 iNITOO MEYER & SONS INC. P.O. BOX 981 E. SANDWICH, MA 02537 PH. (508)360-3311 FAX: (774)413-9468 meyerandsonsinc©gmail.com SHEET 1 OF 2 J#1547 NOTE: TO PREVENT BREAKOUT, THE PROPOSED NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:36.47 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. T.O.F. EL.=40.0 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER OF Mqs OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. ` F.G. EL.=38.2± F.G. EL.=38.51 F.G. EL: 38.81 F.G. EL: 39.0(MAX.) o��Ps9Cyr� DARREN M MEYER No. 1140 9" MIN COVER/ L - 15' 36" MAX COVER L = 10' 0 S=1! (MIN.) EL 0 S=17 L = 10'(MAX) INSTALL TWO INSPECTION PORTS (MIN.) /$TE�Q = 37.60 (MIN.) 4"SCH40 PVC 4"SCH40 PVC 0 S=1% (MIN.) 4"SCH40 PVC S gNITAO 10'1 6 3.3" TO 4e" uouiD kNV.=36.45 INVERT l ��t GAS BAFFLE ' L PROPOSED INV.=36.18 4 ROWS OF 6 UNITS AT 4.0'/UNIT = 24.0'/ROW D-80 INV.=36.35nR-5 AM INV.= 36.08 SOIL ABSORPTION SYSTEM (PROFILE) PROP 1.500 GALLON SEPTIC TANK 48 RESTORE VEGETATIVE COVER EXISTING OUTLETS BACKFILL WITH CLEAN PERC SAND Ch ' A. d.' ' ' ' ' ' INV.=37.00 TO TOP OF CHAMBERS BREAKOUT=TOP ELEV.=36.47 34" NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION 2) TANK AND D-BOX SHALL BE SET LEVEL AND = V. 6.08 IN ELEV.= 3 BOTTOM ELEV.= 35.80 EXISTING SUITABLE MATERIAL TRUE TO GRADE ON A MECHANICALLY COMPACTED 2.83' 5' MIN. ABOVE BOTTOM OF SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN - T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH 4 x 2.83' = 11.32 310 CMR 15.221(2) (5.05' PROVIDED) USE 4 ROWS OF 6 INFILTRATOR QUICK 4 PLUS PROFILE 3) INSTALL INLET & OUTLET TEES W/ ADJ. GROUNDWATER EL.=30.75__ STD LP (3.3" INVERT) UNITS-NO STONE GAS BAFFLE AS REQUIRED 48„ SEPTIC SYSTEM PROFILE TYPICAL SECTION N.T.S. MM _T } DESIGN CRITERIA SOIL LOG SECTION END CAP NUMBER OF BEDROOMS: 2 BEDROOM EXIST/3 BEDROOM DESIGN DATE: JULY 2, 2014 SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE #1614 INFILTRATOR QUICK 4 PLUS STD LP (3.3" INVERT UNITS DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: AMY VONHONE, YARMOUTH HEALTH DAILY FLOW: 330 G.P.D. DESIGN FLOW: 330 G.P.D. Elev. TP-1 Depth GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) 39.0 0" FOR TESTHOL£ Et: P LOAMY SAND MODEL QUICK4 LP PROPOSED SEPTIC TANK: 330 d x 200 gp = 660 gpd (USE NEW 1,50OG TANK) WELL: MIW-29 ZONE: B 10YR 4/1 3a.2s s" LENGTH 48" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT LEVEL: e.z ADJUSTMENT. 2.5 gTO EFFECTIVE LENGTH 48" CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY LEACHING AREA REQUIRED: (330) = 445.95 S.F. USE BOH ALLOWED ADJUSTMENT OF 2.5-1.0 - 1.5' LOAMY SAND DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. GROUNDWATER OBSERVED AT 117• EL 29.25 10YR 6/6 SIDE WALL HEIGHT 3.3" .74 ADJUSTED GROUNDWATER AT EL 30.75 35.17 C1 46" OVERALL HEIGHT 8" DISTRIBUTION BOX: (4 OUTLETS (MINIMUM)) PERC TEST O EL 33.50 MEDIUM SAND OVERALL WIDTH 34" PRIMARY S.A.S. 32.0 2.5Y 6/4 84" USE 4 ROWS OF 6 - INFILTRATOR QUICK 4 STD LP (3.3" INVERT) C2 CAPACITY UNITS WITH NO STONE MEDIUM SAND Z.sY 6/6 PROPOSED SEPTIC SYSTEM/SITE PLAN BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER) 29.0 t20" (CHAMBER UNITS) 24 UNITS x 4.00 LF x 4.73 SF/LF = 454 SF PERC RATE <2 MIN/IN. (-Cl- HORIZON) 19 MOLLY ROAD, WEST YARMOUTH, MA Prepared for: DiBuono Sewer and Drain TOTAL AREA = 454 SF Design and Site Plan by: MEYER& SONS, INC. SCALE NTS DRAWN D.M.M. DESIGN FLOW PROVIDED: 0.74GPD/SF(454SF) = 335.9 GPD > 330 GPD req'd I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 P0BOX 981 CHECKED to conduct soil evaluations and that the above analysis has been performed by me consistent with the EASTSANDWICH, MA 02537 DATE: SHEET NO. requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil EvaL Exam in October, 1999. 508-362-2922 07/02/14 D.M.M. 2 Of 2