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HomeMy WebLinkAboutEngineered Plans - 2014EXIST. 1,000G SEPTIC TANK 51.0 4G 0 0� 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. 44 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 TO BE PUMPED, CRUSHED AND FILLED PER TITLE V. 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 100 Fr. OF PROPOSED LEACHING 14. ALL PIPING TO BE 4" SCH 40 ® 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 42 W� 0 EXIST. 1 OOOG SEPTIC TANK`_ 49. YpanAnl ITW LOCUS MAP LOCUS INFORMATION TITLE REF: BK 13476 PG 055 PARCEL ID: MAP 134 PAR. 008 0 PARCEL IS NOT WITH IN ZONE OF CONTRIBUTION LOT AREA: so 19208.G 5.f* z i1��urh �/�/ /o/ ' 14� 23, A _ U ame �V D SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 14 ACORN HILL DRIVE YARMOUTH ,- -MA PREPARED FOf J 48 WELD SEP 2 9 2014 SEPTEMBER 2 r,-'�7T'- OF MAs�9�yG © DARREN, Mr MEYER e No. 1140 STFO SANITAR\1'� }} ��I.2El�1L , :.4 � MEYER & SONS INC. Departmen* P.O. 8 0 X 981 01 VED _ E. SANDWICH, MA 02537 Date PH. (508)360-3311 FAX: (774)413-9468 meyerandsonsinc@gmail.com SCALE: 1"=20' SHEET 1 OF 2 LEGEND �--�} --� PROPOSED CONTOUR ® PROPOSED SPOT GRADE --98-- EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE W— EXISTING WATER SERVICE TEST PIT EXIST. 1,000G SEPTIC TANK 51.0 4G 0 0� 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. 44 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 TO BE PUMPED, CRUSHED AND FILLED PER TITLE V. 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 100 Fr. OF PROPOSED LEACHING 14. ALL PIPING TO BE 4" SCH 40 ® 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 42 W� 0 EXIST. 1 OOOG SEPTIC TANK`_ 49. YpanAnl ITW LOCUS MAP LOCUS INFORMATION TITLE REF: BK 13476 PG 055 PARCEL ID: MAP 134 PAR. 008 0 PARCEL IS NOT WITH IN ZONE OF CONTRIBUTION LOT AREA: so 19208.G 5.f* z i1��urh �/�/ /o/ ' 14� 23, A _ U ame �V D SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 14 ACORN HILL DRIVE YARMOUTH ,- -MA PREPARED FOf J 48 WELD SEP 2 9 2014 SEPTEMBER 2 r,-'�7T'- OF MAs�9�yG © DARREN, Mr MEYER e No. 1140 STFO SANITAR\1'� }} ��I.2El�1L , :.4 � MEYER & SONS INC. Departmen* P.O. 8 0 X 981 01 VED _ E. SANDWICH, MA 02537 Date PH. (508)360-3311 FAX: (774)413-9468 meyerandsonsinc@gmail.com SCALE: 1"=20' SHEET 1 OF 2 T.O.F. NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS EL: 51.0 NOTE: PLACE RISERS OVER ALL COVERS W/IN 6" OF GRADE FINISHED GRADE (47.00) �F.G.EL: 50.0 F.G.EL: 48.0 F.G. EL: 47.0 a• MAINTAIN 2% MIN SLOPE OVER LEACHING AREA s17. a TOP TANK=EL. 46.75 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" STONE OR FILTER FABRIC DOUBLE WASHED STONE 4" SCH 40 PVC 101Imo®®®• 0 ®®®® C� S= 1 % MIN. ®®®®®®®®®®® TEE'S ARE TO BE 14-16 0 (, ®®®®®®®®Ea INV.44:-G5 4" SCH 40 PVC 2 E F. DEPTH ®®®®®®®®®®® I NV. 45.45 .� '� ` �� INV. 44.25 GAS 4' 2 X 8.5' 4' EXISTING OUTLET BAFFLE PROPOSED DB -3 1-4 EL. 47.67 ` �� -7;7. •. (1-120) DISTRIBUTION BOX EFFECTIVE LENGTH = 25' INV. 45.70 INV. ELEV.= 43.50 EXIST. 1,000 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON������� �f Mgss9��G BREAKOUT OUTLET TEE AS MANUFACTURED BY o DARREN M. ✓> ELEV.= 44.5 NOTES: TUF-TITE, ZABEL, OR EQUAL TOP CONC. ELEV.= 44.50 1) CONTRACTOR SHALL VERIFY ALL EXISTING " N0.\11'40 "' INV. ELEV.= 43.50 �Ea®® PIPE INVERTS PRIOR TO CONSTRUCTION Ea E3 E3 . 2) D -BOX SHALL BE SET LEVEL AND TRUE TO ,�£ �O ®®®E2®®® GRADE ON A MECHANICALLY COMPACTED SIX G/$TER ®®®®®®E3 INCH CRUSHED STONE BASE, AS SPECIFIED IN SANITAR�� �1 BOTTOM EL.= 41.50 3.75' 310 CMR 15.221(2) Ll SFT. 3.75' 1 V = 1 ' 3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK SEPARATION 5.30 FT. EFFECTIVE WIDTH 2 5 WITH ED, GALLON SEPTIC TANK IF FAILED, SEPTIC SYSTEM PROFILE DAMAGED, OR UNDERSIZED. 4) INSTALL INLET & OUTLET TEES W/ ADJUST. GRNDWATER EL: 36.20 r SOIL ABSORPTION SYSTEM (SECTION) GAS BAFFLE AS REQUIRED (500 GALLON LEACH CHAMBER) GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOGS DESIGN CRITERIA BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS NUMBER OF BEDROOMS: 3 BEDROOM DESIGN SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE DATE: AUGUST 7, 2014 LOCAL RULES AND REGULATIONS DESIGN PERCOLATION RATE: <2 MIN/IN 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR SOIL EVALUATOR: DARREN MEYER, CSE 1614 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE WITNESS: AMY VONHONE, YARMOUTH HEALTH DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D. DESIGN ENGINEER. GARBAGE GRINDER: NO (not designed for garbage grinder) 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SEPTIC TANK: 330 d x 200% = 660 d, USE EXIST. 1 ,000 GAL. SEPTIC TANK FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Elev. TP -1 Depth 9P 9P ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 47.20 A 0" 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF LOAMY SAND LEACHING AREA REQUIRED: (330) = 445.94 S.F. THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF IOYR 4/2 .74 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. USE TWO 5OO GALLON PRECAST LEACH CHAMBERS W 7. WATER SUPPLY PROVIDED BY TOWN WATER. 46.70 B 6" (2) / 4' 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED LSD STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE IOYR 6/6 BOTTOM AREA: 25' x 12.5'= 312.50 SF THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 44.53 32" SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. BOTTOM C TOTAL SQUARE FEET PROVIDED = 462.50 vs. 445.94 REQ'D 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION PERC ® EL. 42.95 MEDIUM SAND DESIGN FLOW PROVIDED: 0.74(462.50 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY 2.5Y 6/6 AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY PROPOSED SEPTIC SYSTEM UPGRADE PLAN 13. NO ABUTTING PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 36.20 132" 1 ALL PIPING TO BE 4" SCH 400 ® 1/8"/Fr (UNLESS SPECIFIED) WETLANDS WITHIN i 00' PROPOSED LEACHING. PERC RATE <2 MIN/IN. ("C" HORIZON) 14 ACORN HILL DRIVE, YARMOUTH, MA 15.. AL 16. PLACE 40 ml LINER AS SHOWN TO PREVENT INFILTRATION. NO GROUNDWATER OBSERVED Prepared for: Weld System Design and Topography Plan by: SCALE DRAWN • I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 MEYER &SONS, INC. N.T.S. DMM to conduct soil evaluations and that the above analysis has been performed by me consistent with the PO BOX 981 GATE requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eva[. Exam in October, 1999. EAST SANDWICH, MA 02537 CHECKED SHEET NO. 508-362-2922 09/21/14 DMM 2 of 2