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Home My WebLink AboutEngineered Plans - 2016t T13M = EL. 29.7 ' BULKHEAD FOUND. 25.1 Q 27 OP 27.5 C �7 �0---0028 � 7 �C O 2G p6 \ /G "TO �o J SFS, 29.2 606, EXIST. 1,00�0G �q cF SEPTIC TANK I 25.2 ,� I S�� 28.8 %'1-0 0 \ i X96, 28. FLOOR PLAN SCALE: 1 "=20 j lgsi" \ \ /°-qT pp \ 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 X44 66� 25.9 �_ 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. 25— all, Yarmouth Health Department APP VED *ime Date SURVEY BY: WELLER AND ASSOC. 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 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED 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 150' OF PROPOSED LEACHING. 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. 15. ALL PIPING TO BE 4" SCH 40 O 1/8"/FT (UNLESS SPECIFIED) 16. SOLIDS UNE TO BE SLEEVED, 10 FT EITHER SIDE OF WATER LINE. SOUTH YA JUN,=, r HEALTH QI GP gP Cgpr GPQ'�• RSON RD N,CKE CAp�. SMALL Rp. LOCUS LOCUS MAP LOCUS INFORMATION TITLE REF: BK 22172 PG 163 PARCEL ID: MAP 078 PAR. 090 SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 55 CAPTAIN NICKERSON RD SOUTH YARMOUTH, MA PREPARED FOR JAMES HENRY JUNE 3, 2016 �N OF No: 11 S�� ; MEYER & SONS, INC. P.O. BOX 981 EAST SANDWICH, MA. 02537 PH: (508)360-3311 FAX: (774)413-9468 meyerandsonstitle5@gmail.com www.meyerandsons.com SHEET 1 OF 2 J#1744 LEGEND PROPOSED CONTOUR Um PROPOSED SPOT GRADE --98-- EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE W— EXISTING WATER SERVICE TEST PIT 2G p6 \ /G "TO �o J SFS, 29.2 606, EXIST. 1,00�0G �q cF SEPTIC TANK I 25.2 ,� I S�� 28.8 %'1-0 0 \ i X96, 28. FLOOR PLAN SCALE: 1 "=20 j lgsi" \ \ /°-qT pp \ 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 X44 66� 25.9 �_ 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. 25— all, Yarmouth Health Department APP VED *ime Date SURVEY BY: WELLER AND ASSOC. 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 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED 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 150' OF PROPOSED LEACHING. 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. 15. ALL PIPING TO BE 4" SCH 40 O 1/8"/FT (UNLESS SPECIFIED) 16. SOLIDS UNE TO BE SLEEVED, 10 FT EITHER SIDE OF WATER LINE. SOUTH YA JUN,=, r HEALTH QI GP gP Cgpr GPQ'�• RSON RD N,CKE CAp�. SMALL Rp. LOCUS LOCUS MAP LOCUS INFORMATION TITLE REF: BK 22172 PG 163 PARCEL ID: MAP 078 PAR. 090 SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 55 CAPTAIN NICKERSON RD SOUTH YARMOUTH, MA PREPARED FOR JAMES HENRY JUNE 3, 2016 �N OF No: 11 S�� ; MEYER & SONS, INC. P.O. BOX 981 EAST SANDWICH, MA. 02537 PH: (508)360-3311 FAX: (774)413-9468 meyerandsonstitle5@gmail.com www.meyerandsons.com SHEET 1 OF 2 J#1744 tf ELEV. TOP NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FOUNDATION (Existing) SEPTIC TANK PROPOSED D -BOX = 30.0 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE F.G.EL: 29.0 F.G. EL.=28.30± F.G. EL: 26.50± 9" MIN COVER/ 36" MAX COVER L = 115' L = 1O'(MAX) 0 S=1% (MIN.) EL= 27.30 ® S=1% (MIN.) 0 S=1% (MIN.) 4"SCH40 4"SCH40 PVC 4"SCH40 PVC loll 6 INV.=26.25 14" 48" LIQUID INV.=26.0 LEVa PROPOSED GAS D -BOX INV.=24.0 DB - EXIST. 1.000 GALLON SEPTIC TANK (H2O EXIST. SEWER OUTLET (FRONT TANK) /-F.G. EL.=28.50± 9" MIN COVER/ 36" MAX COVER EL.= 26.85 ,.,....•.•. :.. - ; OUT TO D -BOX 10" SHOWN ABOVE \NV.=25.82 14'48" LIQUID LEVEL BAFFINV.=25.57 I GAS LE I PROP, 1.500 GALLON SEPTIC TANK EXIST. SEWER OUTLET (REAR TANK) SEPTIC EL- 26.18 DESIGN CRITERIA 11.3" TO INVERT INV.=22.61 - =23.80 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL: 23.0 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. PR POS S.A.S. INSTALL A 4" DIAMETER INSPECTION PORT OVER ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. /-F.G. EL: 26.0-25.5(MAX.) INSTALL TWO INSPECTION PORTS (MIN.) 4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25'/ROW SOIL ABSORPTION SYSTEM (PROFILEI NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION 2) TANK/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) REPLACE EXISTING 1,000 GALLON SEPTIC TANK WITH 1500 GALLON SEPTIC TANK IF FAILED, DAMAGED, NOT H2O LOADING, OR UNDERSIZED. 4) INSTALL INLET & OUTLET TEES W/ GAS BAFFLE AS REQUIRED SYSTEM PROFILE T NUMBER OF BEDROOMS: 3 BEDROOM DESIGN DESIGN FLOW: RESIDENTIAL: 3 BEDROOMS 0 110 GPD/BR = 330 GPD DESIGN PERCOLATION RATE: <2 MIN/IN SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) GARBAGE GRINDER: NO (not designed for garbage grinder) DISTRIBUTION BOX: USE DB -5 (H20) SEPTIC TANK: FRONT: 330 gpd x 200% = 660 gpd USE EXIST. 1,000G SEPTIC TANK REAR: 330 gpd x 200% = 660 gpd USE NEW 1,500G SEPTIC TANK LEACHING AREA REQUIRED: (330)/.74 = 445.94 S.F. PRIMARY S.A.S. USE 4 ROWS OF 4 - HI -CAP INFILTRATOR H-20 UNITS -NO STONE BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER) (CHAMBER) 16 UNITS x 6.25 LF x 4.73 SF/LF = 473.0 SF TOTAL AREA = 473 SF DESIGN FLOW PROVIDED: 0.74GPD/SF(473SF) = 350 GPD > 330 GPD req'd BREAKOUT=TOP ELEV.=23.00 INV. ELEV.= 22.61 BOTTOM ELEV.= 21.66 2.83' RESTORE VEGETATIVE COVER BACKFILL WITH CLEAN PERC SAND AND COMPACT THE 18" OF MATERIAL ABOVE CHAMBERS FOR H2O LOADING i EXISTING SUITABLE MATERIAL 5' MIN. ABOVE BOTTOM OF- T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 4 x 2.83' = 11.32' (6.46' PROVIDED) USE 4 ROWS OF 4 -HIGH CAPACITY BOTTOM OF TESTHOLE: EL: 15.20 = INFILTRATOR (H20) UNITS W/ ENDCAP-NO STONE SOIL LOGS DATE: MAY 18, 2016 SOIL EVALUATOR: DARREN M. MEYER, RS, CSE 1614 WITNESS: PHIL RENAUD, YARMOUTH HEALTH Elev. TP- 1 Depth 26.20 0" A LOAMY SAND 10YR 3/1 26.38 10" B LOAMY SAND tOYR 5/8 23.20 C 36" PERC 0 MEDIUM SAND EL. 22.0 2.5Y 7/4 15.20 132" PERC RATE <2 MIN/IN. ("C" HORIZON) ASSUMED NO GROUNDWATER OBSERVED • 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 evaluations and that the above analysis hos been performed by me consistent with the requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam in October, 1999. TYPICAL SECTION N.T.S. SECTION 11" INVERT HEIGHT END CAP INFILTRATOR - HI CAPACITY (H20) CHAMBER PROPOSED SEPTIC SYSTEM UPGRADE PLAN 55 CAPTAIN NICKERSON ROAD, SO. YARMOUTH, MA Prepared for: Henry System Design and Site Plan by: SCALE DRAWN DATE MEYER & SONS, INC. N.T.S. DMM PO BOX 961 EASTSANDWICH, MA 02537 DATE CHECKED SHEET NO. 508,62-2922 06/03/16 DMM 2 of 2