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Home My WebLink AboutEngineer Plan - 2020LOT 1 AREA = 1.03 ACRES 0 pjcy Yid valid for REPAIR OF SEPTIC SYSTER3. ONLY, due to State and Local septic variances. Board of Health review and approval is required far any future additiors/renovations/alteratio°as to sewage facilities and/or structures/dwelling. Yarmouth HeAh i)epartment lI16 0 Date 44 1 1 i SLAB @ t EL. 44.3 I I T. 0. F. @ EL. 45.0 EXIST. 1,000G SEPTIC TANK 42 42 \ TOP OF CB @ EL. 42.2 50 051 GAS__SERVE\ -T*z::-7zz7--zz:-� It I1 o FLAG POLE 1 \ 1 I o LIGHT 1 41. - ° I� 39.8 I 44 ``•�_ T13M = EL. 43.2 CATCH BASIN RIM W Uj rri-nn- vJ i i APR 2 9 "2020 HEALTH DEPT, SURVEY CONDUCTED BY: WELLER AND ASSOCIATES YARMOUTH WFII 7rZE7 ROCj f ROAD � Z LOCUS 165 PINE ST. LOCUS MAP LOCUS INFORMATION PLAN REF: 488/087 TITLE REF: 25711/314 PARCEL ID: MAP 114 PAR. 001 FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 165 PINE STREET YARMOUTHPORT, MA PREPARED FOR DON MULLANEY/ READY ROOTER EXC. APRIL 25, 2020 OF MASS CVE W o D R /EN M. ;1'1Mg 9 N 10 3 0 0 No.E 1140 I WID' cb7\ y •, MEYER & SONS, INC. P.O. BOX 981 EAST SANDWICH, MA. 02537 PH: (508)360-3311 FAX: (774)413-9468 meyerandsonstitle51Dgmail.com SHEET 1 OF 2 894 LEGEND PROPOSED CONTOUR ® PROPOSED SPOT GRADE --98-- EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE W— EXISTING WATER SERVICE ® TEST PIT SCALE: 1"=20' 42 \ TOP OF CB @ EL. 42.2 50 051 GAS__SERVE\ -T*z::-7zz7--zz:-� It I1 o FLAG POLE 1 \ 1 I o LIGHT 1 41. - ° I� 39.8 I 44 ``•�_ T13M = EL. 43.2 CATCH BASIN RIM W Uj rri-nn- vJ i i APR 2 9 "2020 HEALTH DEPT, SURVEY CONDUCTED BY: WELLER AND ASSOCIATES YARMOUTH WFII 7rZE7 ROCj f ROAD � Z LOCUS 165 PINE ST. LOCUS MAP LOCUS INFORMATION PLAN REF: 488/087 TITLE REF: 25711/314 PARCEL ID: MAP 114 PAR. 001 FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 165 PINE STREET YARMOUTHPORT, MA PREPARED FOR DON MULLANEY/ READY ROOTER EXC. APRIL 25, 2020 OF MASS CVE W o D R /EN M. ;1'1Mg 9 N 10 3 0 0 No.E 1140 I WID' cb7\ y •, MEYER & SONS, INC. P.O. BOX 981 EAST SANDWICH, MA. 02537 PH: (508)360-3311 FAX: (774)413-9468 meyerandsonstitle51Dgmail.com SHEET 1 OF 2 894 ELEV. TOP FOUNDATION (Existing) = 45.0 i-F.G.EL: 44.20 EXISTING OUTLET INV. 41.80 F.G.EL: 44.0 10"I TEE'S ARE TO BE 1 4" SCH 40 PVC GAS BAFFLE INV: 41.55 EXIST. 1,000 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL, OR EQUAL 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) INSTALL INLET & OUTLET TEES W/ GAS BAFFLE AS REQUIRED GENERAL NOTES: I. 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 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 UNE 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 ® 1/8%FT (UNLESS SPECIFIED) NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE FINISHED GRADE (41.0) F.G. EL: 41.0 -� MAINTAIN 2% MIN SLOPE OVER LEACHING AREA 2" OF 3/8" DOUBLE WASHED STONE OR FILTER FABRIC 4" SCH 40 PVC ®®®®• O ®®®® ®®®®®®®®®®® ®®®®®®®®®®® ®®®®®®®®®®® ' 61 1 ® S= 190 (MIN.) INV.38.50 2' EFF. DEPTH INV. 38.30 PROPOSED DB - DISTRIBUTION BOX (H20) INV. ELEV.= 37.50 - OF MAss9�yo / o DARREN M. Q� 140' NITAR 1,1Al SEPTIC SYSTEM PROFILE 3/4" - 1-1/2" DOUBLE WASHED 4' 2 X 8.5' 4' EFFECTIVE LENGTH = 25' TOP CONC. ELEV.= 38.50 INV. ELEV.= 37.50_ BOTTOM EL.= 35.5 SEPARATION 5.30 FT. BOTTOM OF TESTHOLE EL: 30.20 SOIL LOGS DATE: APRIL 8, 2020 SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 WITNESS: MALLORY LANGLER, YARMOUTH HEALTH DEPT. I, Darren M. Meyer, R.S. CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 to conduct soft evaluations and that the above analysis has been performed by me consistent with the requirements of 310 CMR 15.017. 1 further certify that I have passed the Sal Eval. Exam In October, 1999. BREAKOUT ELEV.= 38.50 ®® ®®® ®®® 3.75' ( 5 FT. 3.75' EFFECTIVE WIDTH = 12.5' SOIL ABSORPTION SYSTEM (SECTION) (500 GALLON LEACH CHAMBER) DESIGN CRITERIA NUMBER OF BEDROOMS: 3 BEDROOM DESIGN SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) DESIGN PERCOLATION RATE: <2 MIN/IN DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW. 330 G.P.D. GARBAGE GRINDER: NO (not designed for garbage grinder) SEPTIC TANK: 330 gpd x 200% = 660 gpd USE EXIST. 1,000G SEPTIC TANK LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F. USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4' STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D BOTTOM AREA: 25 x 12.5 = 312.5 SF SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd PROPOSED SEPTIC SYSTEM UPGRADE PLAN 165 PINE STREET, YARMOUTHPORT, MA Prepared for: Don Mullane Ready Rooter Exc. Design and Site Plan by: SCALE DRAWN DATE MEYER &SONS, INC. N.T.S. DMM 04/25/2( PO BOX 981 EASTSANDW/CH, MA 02537 REV DATE CHECKED SHEET NO. 508-W-2922 DMM 2 of 2 Elev. TP -1 Depth 41.20 A LOAMY SAND 0" 40.53 1OYR 3/2 8" B LOAMY SAND IOYR 5/6 38.02 38" C1 PERC TEST 0 EL 35.52 L2A5Y 6S/66D 34.20 84" C2 MEDIUM SAND 2.5Y 6/4 30.20 132' PERC RATE 3 MIN/IN. ('Cl- HORIZON) 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 soft evaluations and that the above analysis has been performed by me consistent with the requirements of 310 CMR 15.017. 1 further certify that I have passed the Sal Eval. Exam In October, 1999. BREAKOUT ELEV.= 38.50 ®® ®®® ®®® 3.75' ( 5 FT. 3.75' EFFECTIVE WIDTH = 12.5' SOIL ABSORPTION SYSTEM (SECTION) (500 GALLON LEACH CHAMBER) DESIGN CRITERIA NUMBER OF BEDROOMS: 3 BEDROOM DESIGN SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) DESIGN PERCOLATION RATE: <2 MIN/IN DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW. 330 G.P.D. GARBAGE GRINDER: NO (not designed for garbage grinder) SEPTIC TANK: 330 gpd x 200% = 660 gpd USE EXIST. 1,000G SEPTIC TANK LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F. USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4' STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D BOTTOM AREA: 25 x 12.5 = 312.5 SF SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd PROPOSED SEPTIC SYSTEM UPGRADE PLAN 165 PINE STREET, YARMOUTHPORT, MA Prepared for: Don Mullane Ready Rooter Exc. Design and Site Plan by: SCALE DRAWN DATE MEYER &SONS, INC. N.T.S. DMM 04/25/2( PO BOX 981 EASTSANDW/CH, MA 02537 REV DATE CHECKED SHEET NO. 508-W-2922 DMM 2 of 2