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Home My WebLink AboutEngineered Plans - Rev. 2019GRANITE CURB UTILITY POLE SOUTH YARMOUTH moo• �cb PROPOSED CONTOUR BERM O ® PROPOSED SPOT GRADE n !j pZ pJ --98-- EXISTING CONTOUR G i 0 + 96.52 EXISTING SPOT GRADE \ W— EXISTING WATER SERVICE O`er,TELE MH \\ J'>, MAIN ST. ® TEST PIT Permit -!416r -for REPAIR OI PPIG, SYSTEM• 2$ WILLOW ST. SCALE: 1"=20' ,`pc \ �9� ONI ioi ,to State and LocalI septic'_ variances. pv�E.p Boat ll �It;e review and appro al is required for R 2� LOCUS X\ anN tune additions/rem,vatii 3/alterations' .to sr 1 laci0ates and/or sfructures/t welling. �0� F 0 g5 � � ;v�aror�outh Health Uenartmcnt �0 LOCUS MAP P' ) EXIST LEACH PIT 03 �pG�' // ylt ®ate LOCUS INFORMATION �j PROP. 1,500G \ / '� PLAN REF: 192/105 102 0_ 03 2—COMPARTMEN / t" PARCEL D: MAP4041 OLOT 28.1 SEPTIC TANK(H � 0) / I— O T 1 09 03 � 22,486f S.F. FLOOD ZONE: "X" (0.52f AC.) �� COMMUNITY PANEL: 25001CO589J DATED:07/16/14 ��- U 5o F SEPTIC SYSTEM 'd REPAIR g ---� REPAIR PLAN C'q�' U T �� LOCATED AT: 50 909 ROUTE 28 SOUTH YARMOUTH, MA PREPARED FOR UN 2 LONE TREE LLC/ oNw`� UNI 1 6 OS ROSS JOLY 6 OS AUGUST 26, 2019 REV: OCT. 14, 2019 02 /• \\ F\.�� p� ��cHQFM.assq �� OF Mgssq� 1 BENCHMARK TOP OF JOHN °ya o D RREN 9G CONCRETE BOUND \ �� — — 00 / U� DEMAREST, JR. mNuIEYER``' y EL=102.6' (ASSUMED) \ ��F- �� / 1$� o Na, 114U No. 36854 11 •Q P vSl i �► GF' �� / / / Gro 1,�, �O,�4 Rv y u �u S NCI ARS 00 1 X � 1 to v �� I \ G 0 __— oo X MEYER 8c SONS, INC. v z STORAGE do X P.O. BOX 981 cw ` y Z_?' c'o G 00 � UNIT 5 `� EAST SANDWICH, MA. 02537 GE CONCRETE 600SF �� PH: (508)360-3311 X N FAX: (774)413-9468 PO1 �FE STEPS FLOOR PLAN meyerandsonstitle5@gmail.com Q X c'\0c BASEMENT UNIT 5 = NO BATHROOM SHEET 1 OF 2 J 2059 G II ELEV. TOP FOUNDATION (Existing) = 104.10- ®INV. 101. ® INV. 102.02 INSTALL H2O METAL RINGS/RISERS TO FINISH GRADE ON SEPTIC TANK NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE .G.EL: 103.0 , 11 102.95 F.G. EL: 102.7 F.G.EL: 101.30 " �10"I I U - 14" 14" 14" INV. 100.25 TEE'S ARE TO BE 4" SCH 40 PVC kA7H 1,000G r INV. 100.00 COMP. GAS J :� BAFFLE n A CCI C PROPOSED 1,000/500 GALLON 2 --COMPARTMENT H2O SEPTIC TANK NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION 2) 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 H-20, 2 -COMP SEPTIC TANK IF FAILED, DAMAGED OR UNDERSIZED. 4) INSTALL INLET & OUTLET TEES W/ GAS BAFFLE AS REQUIRED 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 THE LOCATION OF ALL UNDERGROUND UTILITIES. PRIOR TO BEGINNING CONSTRUCTION. 10. EXISTING TANK AND LEACHING TO BE PUMPED. CRUSHED AND REMOVED PER TITLE 5. REPLACE WITH CLEAN MEDIUM SAND 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 0 1/8"/FT (UNLESS SPECIFIED) C FINISHED GRADE (102.6) MAINTAIN 2% MIN SLOPE OVER LEACHING AREA 2" OF 3/8" DOUBLE WASHED STONE OR FILTER FABRIC 4" SCH 40 PVC 0aaff. O Room ®®®®®®®®®®® INV. 99.50 I I ®S= 1% (MIN.) 2' EFF. DEPTH INV. 99.30 PROPOSED DB -3 DISTRIBUTION BOX (H20) INV. ELEV.= 98.80 OfEN Mgss9 M. yam. TOP CONC. ELEV.= 99.80 /1 INV. ELEV.= 98.80 - 3' / I 2 X 8.5' 1 40 SEPTIC SYSTEM PROFILE BOTTOM EL.= 96 SEPARATION 5.72 FT. BOTTOM OF TESTHOLE EL: 91.08 SOIL LOGS DATE: JULY 17, 2019 SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 WITNESS: AMY VON HONE, YARMOUTH AGENT Elev. TP -1 Depth 102.50 A 0" LOAMY SAND 10YR 3/2 100.50 24" B LOAMY SAND 10YR 5/8 98.83 44." C PERC TEST MS�ANIUD m Ei.. 51.30 PERC RATE <2 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 soil 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 Soil Eval. Exam in October, 1999. 3/4" - 1-1/2" DOUBLE WASHED 3' DESIGN CRITERIA DESIGN CRITERIA: (5 UNITS) 2.900 SF OF OFFICE x 75GPD/1,000SF = 217.5 GPD SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) DESIGN PERCOLATION RATE: <2 MIN/IN GARBAGE GRINDER: NO (not designed for garbage grinder) SEPTIC TANK: 218 gpd x 200% = 436 gpd USE PROPOSED 1,50OG H-20 2 -COMPARTMENT (1,000G/500G) SEPTIC TANK LEACHING AREA REQUIRED: (218)/0.74 = 294.59 S.F. USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 3' STONE ON ALL SIDES: 23' L x 11' W x 2'D BOTTOM AREA: 23 x 11 = 253 SF SIDE AREA: (23 + 11) X 2 X 2 = 136 SF TOTAL SQUARE FEET PROVIDED = 389 vs. 294.59 REQ'D DESIGN FLOW PROVIDED: 0.74(389 S.F.) = 287.8 G.P.D. vs. 218 G.P.D. req'd PROPOSED SEPTIC SYSTEM UPGRADE PLAN 909 ROUTE 28, SOUTH YARMOUTH, MA Prepared for: LONE TREE LLC Ross Jol Design and Site Plan by: SCALE DRAWN DATE MEYER& SONS, INC. N.T.S. DMM 08/26/19 PO BOX981 REV DATE EASTSANDW/CH, MA 02537 CHECKED SHEET NO. 508.362-2922 10/14/19 DMM 2 of 2 2.5Y 7/4 91.08 137" PERC RATE <2 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 soil 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 Soil Eval. Exam in October, 1999. 3/4" - 1-1/2" DOUBLE WASHED 3' DESIGN CRITERIA DESIGN CRITERIA: (5 UNITS) 2.900 SF OF OFFICE x 75GPD/1,000SF = 217.5 GPD SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) DESIGN PERCOLATION RATE: <2 MIN/IN GARBAGE GRINDER: NO (not designed for garbage grinder) SEPTIC TANK: 218 gpd x 200% = 436 gpd USE PROPOSED 1,50OG H-20 2 -COMPARTMENT (1,000G/500G) SEPTIC TANK LEACHING AREA REQUIRED: (218)/0.74 = 294.59 S.F. USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 3' STONE ON ALL SIDES: 23' L x 11' W x 2'D BOTTOM AREA: 23 x 11 = 253 SF SIDE AREA: (23 + 11) X 2 X 2 = 136 SF TOTAL SQUARE FEET PROVIDED = 389 vs. 294.59 REQ'D DESIGN FLOW PROVIDED: 0.74(389 S.F.) = 287.8 G.P.D. vs. 218 G.P.D. req'd PROPOSED SEPTIC SYSTEM UPGRADE PLAN 909 ROUTE 28, SOUTH YARMOUTH, MA Prepared for: LONE TREE LLC Ross Jol Design and Site Plan by: SCALE DRAWN DATE MEYER& SONS, INC. N.T.S. DMM 08/26/19 PO BOX981 REV DATE EASTSANDW/CH, MA 02537 CHECKED SHEET NO. 508.362-2922 10/14/19 DMM 2 of 2