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Home My WebLink AboutEngineered Plans - 201400 0 U _I <ESS - 25.1 SCALE: 1"=20' -j -TL0 - \ 6�- .fef 29.8 '> ,a f ` W-1 � ins ports 0. 15 ACRE5 T13M = EL. 30.5 FRONT STOOP lv/ 541--• /2� &'z. Z 9'. LEGEND PROPOSED CONTOUR ® PROPOSED SPOT GRADE --98-- EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE W— EXISTING WATER SERVICE TEST PIT -� ,aouth Health Department �Aph P VED me Date 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 STARTING WORK. 10. EXISTING CESSPOOLS TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 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 150 FT. OF PROPOSED LEACHING 14. ALL PIPING TO BE 4" SCH 40 ® 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 SOUTH YARMOUTH \ � O 0 G _ J0 MAR 2 4 2014 HEALTH DEPT'J-----' LOCUS 1 AZALEA LN TERRACE 04q °0/S O LOCUS MAP LOCUS INFORMATION TITLE REF: BK 23168 PG 041 PARCEL ID: MAP 119 PAR. 045 SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 21 AZALEA LANE SOUTH YARMOUTH, MA PREPARED FOR DEDECKO MARCH 20, 2014 OF Mgsf9� PERM' N.1140 4 1I T51 P� � 1 -'yo 41q MEYER & SONS, INC. P.O. BOX 981 EAST SANDWICH, MA. 02537 (508)362-2922 SHEET 1 OF 2 J#1599 w \ 29.7 - 29. 0. 15 ACRE5 T13M = EL. 30.5 FRONT STOOP lv/ 541--• /2� &'z. Z 9'. LEGEND PROPOSED CONTOUR ® PROPOSED SPOT GRADE --98-- EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE W— EXISTING WATER SERVICE TEST PIT -� ,aouth Health Department �Aph P VED me Date 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 STARTING WORK. 10. EXISTING CESSPOOLS TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 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 150 FT. OF PROPOSED LEACHING 14. ALL PIPING TO BE 4" SCH 40 ® 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 SOUTH YARMOUTH \ � O 0 G _ J0 MAR 2 4 2014 HEALTH DEPT'J-----' LOCUS 1 AZALEA LN TERRACE 04q °0/S O LOCUS MAP LOCUS INFORMATION TITLE REF: BK 23168 PG 041 PARCEL ID: MAP 119 PAR. 045 SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 21 AZALEA LANE SOUTH YARMOUTH, MA PREPARED FOR DEDECKO MARCH 20, 2014 OF Mgsf9� PERM' N.1140 4 1I T51 P� � 1 -'yo 41q MEYER & SONS, INC. P.O. BOX 981 EAST SANDWICH, MA. 02537 (508)362-2922 SHEET 1 OF 2 J#1599 NOTE: TO PREVENT BREAKOUT, THE PROPOSED NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:26.39 FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PROPOSED D -BOX PROPOSED S.A.S. PERIMETER OF THE S.A.S. T.O.F. EL.=30.0 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 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. " F.G. EL.=29.0f F.G. EL.=29.01OF F.G. EL: 29.2f F.G. EL: 29.35(MAX.) �� 44ss9� / - D M. 9" MIN COVER I:n� K -+ L = 17 36" MAX COVER L - 5' L = 10'(MAX) INSTALL TWO INSPECTION PORTS (MIN.) l ® S=1q (MIN.) EL. = 27.70 ® S=1� (MIN.) ® S=19. MIN.) O. 1140 4"SCH40 PVC 4"SCH40 PVC 4"SCH40(PVC 6" 14" 6" 11.3" TO -F? INV.=26.67 4e" LIQUID INVERT LEVEL t INV.=26.42 INV.= 26.0 GAS BAFFLE) PRROPDXED 4 ROWS OF 5 UNITS AT 6.25'/UNIT = 31.25'/ROW f -�� INV.=26.12 M AL INV.=26.32 DB -5 QSOIL ABSORPTION SYSTEM (PROFILE) ((( PROPOSED 1.500 GALLON SEPTIC TANK EXISTING SEWER OUTLET RESTORE VEGETATIVE COVER EL. 27.0 BACKFILL WITH CLEAN PERC SAND 75" TO TOP OF CHAMBERS NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING BREAKOUT=TOP ELEV.= 26.39 PIPE INVERTS PRIOR TO CONSTRUCTION INV. ELEV.= 26.00 2) TANK AND D -BOX SHALL BE SET LEVEL AND TRUE BOTTOM ELEV.= 25.06 EXISTING SUITABLE TO GRADE ON A MECHANICALLY COMPACTED SIX 2 83' MATERIAL INCH CRUSHED STONE BASE, AS SPECIFIED IN 5' MIN. ABOVE BOTTOM OF (_ „ 310 CMR 15.221(2) T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 4 x 2.83' = 11.32' 76 3) INSTALL INLET & OUTLET TEES W/ (7.54' PROVIDED) USE 4 ROWS OF 5 -HIGH CAPACITY PROFILE GAS BAFFLE AS REQUIRED BOTTOM OF TESTHOLE EL.=17.52 = ADS 16208D BIODIFFUSER (H20) UNITS -NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION E 16N.T.S. N.T.S. 1 SOIL LOG DESIGN CRITERIA tf . -i DATE: AUGUST 29, 2007 34" NUMBER OF BEDROOMS: 2 BEDROOM DWELLING/3 BEDROOM DESIGN (NO ZONE II) SOIL EVALUATOR: MARK ALLEN SECTION END CAP SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: 9 MIN/INCH WITNESS: AMY VONHONE, YARMOUTH HEALTH LTAR: 0.60 SF/GPD Elev. TP -1 Depth 16" HIGH CAPACITY 1620BD (H-20) BIODIFFUSER UNIT DAILY FLOW: 110 G.P.D/BR. DESIGN FLOW: 330 G.P.D. GROUNWATER ADJUSTMENT 29.10 0" A SANDY LOAM MODEL 16" HICAP GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) WELL: TSW-89 ZONE: A 28.18 11 LENGTH 76" 10YR 3/2 NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT " SEPTIC TANK: 330 LEVEL: 12.2 ADJUSTMENT: 2.0' B SANDY LOAM gpd x 200 = 660 gpd USE PROPOSED 1,500 GALLON SEPTIC TANK TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY tOYR 5/8 EFFECTIVE LENGTH 75 LEACHING AREA REQUIRED: (330)/0.60 = 5GROUNDWATER OBSERVED AT 163" EL. 15.52 26.85 C MEDIUM SAND 27 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. SIDE WALL HEIGHT ( )/ 50 S.F. ADJUSTED GROUNDWATER EL. 17.52 2.SY 6/6 Z l " OVERALL HEIGHT 16" 11.3 DISTRIBUTION BOX: 3 OUTLETS (MINIMUM) 24.77 52" qlq4640 TRUEMAN BLVD PRIMARY S.A.S. PERC TEST C2 SANDY LOAM / OVERALL WIDTH 1336 " In CF s HILLIARD, OHIO 43026 ® 23.68 2.5Y 6/3 USE 4 ROWS OF 5 - 16" ADS 1620BD BIODIFFUSER H-20 UNITS -NO STONE 20.60 3 102" CAPACITY (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. LA7�0 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF BIODIFFUSER) 10YR 55/61PROPOSED SEPTIC SYSTEM/SITE PLAN (BIODIFFUSERS) 20 UNITS X 6.25 LF X 4.73 SF/LF = 591.25 SF 15.35 165" 21 AZALEA LANE, SOUTH YARMOUTH, MA TOTAL AREA = 591.25 SF PERC RATE: 9 MIN/IN. SOILS IN ("C2" HORIZON) Prepared for: Dedecko DESIGN FLOW PROVIDED: 0.60GPD/SF(591.25SF) = 354.75 GPD > 330 GPD req'd Engineering and Surveying by: SCALE DRAWN DATE: Meyer& Sons, Inc. NTS D.M.M. 03/20/14- 1, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 PO BOX 981 to conduct soil evaluations and that the above analysis has been REV. DATE: y performed by me consistent with the EASTSANDWlCH, MA 02537 CHECKED SHEET N0. requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam in October, 1999. 508-362-2922 D.M.M. 2 Of 2