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Home My WebLink AboutEngineered Plans - 201694.0 s '- >\Olp-�cl Ott 95.3\ SPO ,-C 00 0 2 �� .0 T \ EXIST. 1,000G /-- \ SEPTIC TANK 92 1 I \ i \ 1 90.5 \ I 1 i 92 � 91 1 -J2 91 93 I 93 Permit valid for REPAIR OF SEP'TIC SYSTEM ONLY, due to State and Local septic variances. Board of health review and approval is required for any future additions/renovations/alterations to sewage facilities,and/or str-uctures/dsvelling. Yarmouth Mealt4 0cpartntent APMOV.ED/4)t 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, EXCEPT AS REQUESTED BELOW: — 310 CMR 15.405 (1) (8): 1) A 1.86 Fr. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING To BE 4.86 Fr (MAX) BELOW GRADE VS REWD 3 Fr. (H20/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. DWELLING IS SERVICED BY TOWN WATER. 8. 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 LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK. 10. EXISTING LEACH PITS TO BE PUMPED, CRUSHED AND REMOVED 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 KNOWN PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING 14. ALL PIPING TO BE 4' SCH 40 0 1/8`/Fr (UNLESS SPEC. 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER. 16. N WETLANDS WITHIN 100 Fr. OF PROPOSED LEACHING TITLE REF: 28940/071 PARCEL ID: MAP 125 PAR. 090 LOT SIZE: 0.29 ACRES SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 7 OUTWARD REACH ROAD YARMOUTH, MA PREPARED FOR PINTO/ RODNEY FISHER EXC. AUGUST 12, 2016 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 2 853 LEGEND YARMOUTH PROPOSED CONTOUR ® PROPOSED SPOT GRADE a EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE 0 Y 6P No RO• N W— EXISTING WATER SERVICE i RAJ Q1 `,QP F RO TEST PIT NPG� LOCUS,BpR S� 0) SCALE: 1"=20' 7 OUTWARD REACH EIVEDV w AU "i 5 2616 LOCUS A(WEALTH DEPT LOCUS INFORMATION Permit valid for REPAIR OF SEP'TIC SYSTEM ONLY, due to State and Local septic variances. Board of health review and approval is required for any future additions/renovations/alterations to sewage facilities,and/or str-uctures/dsvelling. Yarmouth Mealt4 0cpartntent APMOV.ED/4)t 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, EXCEPT AS REQUESTED BELOW: — 310 CMR 15.405 (1) (8): 1) A 1.86 Fr. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING To BE 4.86 Fr (MAX) BELOW GRADE VS REWD 3 Fr. (H20/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. DWELLING IS SERVICED BY TOWN WATER. 8. 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 LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK. 10. EXISTING LEACH PITS TO BE PUMPED, CRUSHED AND REMOVED 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 KNOWN PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING 14. ALL PIPING TO BE 4' SCH 40 0 1/8`/Fr (UNLESS SPEC. 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER. 16. N WETLANDS WITHIN 100 Fr. OF PROPOSED LEACHING TITLE REF: 28940/071 PARCEL ID: MAP 125 PAR. 090 LOT SIZE: 0.29 ACRES SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 7 OUTWARD REACH ROAD YARMOUTH, MA PREPARED FOR PINTO/ RODNEY FISHER EXC. AUGUST 12, 2016 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 2 853 NOTE: TO PREVENT BREAKOUT, THE PROPOSED NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:87.64 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. OF 9ssq�, T.O.F. EL.=96.0 SEPTIC TANK PROPOSED D -BOX PROPOSED S.A.S. �� (BACKWALL) INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER VENT D EN M. y 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.=93.0± F.G. EL.=92.50± F.G. EL: 92.0± F.G. EL: 92.50(MAX.) ` N 1 4 9" MIN COVER/ 36" MAX COVER L - 30' 0 S=1% (MIN.) EL 89.50 O S=1% (MIN.) L = 10'(MAX) 0 S=1% (MIN.) INSTALL TWO INSPECTION PORTS (MIN.) SANITARY 4"SCH40 PVC .4"SCH40 PVC 4"SCH40 PVC 10� 6 11.3" TO INV.= 88.45 as' ufwi0 INV.=88.20 INVERT INV.= 87.25 BAF1a GAS FLE ROS>8% PROPOSED BOX INV.=87.7 4 ROWS OF 5 UNITS AT 6.25'/UNIT + 0.75' WEDGE = 32.0'/ROW INv.=87.9 DB -5 SOIL ABSORPTION SYSTEM (PROFILE) EXISTING 1.000 GALLON SEPTIC TANK .(H-20) RESTORE VEGETATIVE COVER EXISTING SEWER OUTLET BACKFILL WITH CLEAN PERC SAND TO TOP OF CHAMBERS 75" NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PLACE FILTER FABRIC OVER CHAMBERS. PIPE INVERTS PRIOR TO CONSTRUCTION BREAKOUT=TOP ELEV.=87.64 2) D -BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.= 87.25 GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM ELEV.= 86.31 EXISTING SUITABLE INCH CRUSHED STONE BASE, AS SPECIFIED IN MATERIAL 310 CMR 15.221(2) 5' MIN. ABOVE BOTTOM OF ( 76" _ 3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 4 x 2.83' = 11.32 WITH 1500 GALLON SEPTIC TANK IF FAILED, (5.31' PROVIDED) USE 4 ROWS OF 5 -HIGH CAPACITY PROFILE DAMAGED, NOT H2O LOADING, OR UNDERSIZED. BOTTOM OF TESTHOLE EL.=81.30 __ ADS 1620BD BIODIFFUSER (H20) UNITS -NO STONE 4) INSTALL INLET & OUTLET TEES W/ GAS BAFFLE AS REQUIRED W/ CONTOURED WEDGE 5) PLACE SANITARY TEE IN D -BOX. SEPTIC SYSTEM PROFILE TYPICAL SECTION � 16„ N.T.S. N.rs 11 SOIL LOG **NO PROPOSED INCREASE IN FLOW** �34"--� DESIGN CRITERIA DATE: JULY 13, 2016 SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE #1614 SECTION END CAP NUMBER OF BEDROOMS: 4 BEDROOM DESIGN WITNESS: AMY VONHONE, YARMOUTH HEALTH SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN 16" HIGH CAPACITY 1620BD (H-20) BIODIFFUSER UNIT DAILY FLOW: 110 G.P.D/BR. DESIGN FLOW: 440 G.P.D. Elev. TP -1 Depth 92.80 0" GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) MODEL 16" HICAP SEPTIC TANK: 440 gpd x 200% = 880 gpd USE EXISTING 1,000 GALLON SEPTIC TANK FILL LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUB,IECT LEACHING AREA REQUIRED: (440)/0.74 = 594.59 S.F. 90.30.' 30" EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. DISTRIBUTION BOX: 4 OUTLETS (MINIMUM)(H-20 LOADIING) LOAMY SANDDIFFER 10YR 3/2 SIDE WALL HEIGHT 11.3" 89.88 35" B OVERALL HEIGHT 16" PRIMARY S.A.S. LOAMY SANDOVERALL 10YR 6/6 WIDTH 34" 4640 7RUEMAN BLVD HILLIARD, OHIO 43026 USE 4 ROWS OF 5 - 16" ADS 1620BD BIODIFFUSER H-20 UNITS -NO STONE 87.30 C 66" MEDIUM CAPACITY 13.6 CF s (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. AND EXTENDED 0.75' W/ CONTOURED WEDGES PROPOSED SEPTIC SYSTEM/SITE PLAN BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF BIODIFFUSER) 2.5"7/4 (BIODIFFUSERS) 20 UNITS x 6.25 LF x 4.73 SF/LF = 591.25 SF (CONTOURED WEDGE) 4 ROWS x 0.75' x 4.73 SF/LF = 14.19 SF 81.30 138" 7 OUTWARD R EACH ROAD, YARMOUTH, MA TOTAL AREA = 605-44 SF DESIGN FLOW PROVIDED: 0.74GPD/SF(605.44SF) = 448.02 GPD > 440 GPD req'd PERC. RATE <2 MIN/IN. SOI�S IN ("C' HORIZON) PER SIEVE SAMPLE Prepared for: Pinto/Rodney Fisher Exc. Engineering and Surveying by: Meyer&Sons, Inc. SCALE NTS DRAWN D.M.M. PATE: 08/12/16 NO GROUNDWATER OBSERVED 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 REV. DATE: CHECKED SHEET NO. :I to conduct soil evaluations and that the above analysis has been performed by me consistent with the EASTSANDW/CH, MA 02537 requirements of 310 CMR 15.017. 1 further certify that 1 have passed the Soil Eval. Exam in October, 1999. 50e-Wz922 D.M.M. 2 2 of