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HomeMy WebLinkAboutEngineered Plans -2015TOP OF FOUNDATION COVERS TO BE WATERTIGHT AND BROUGHT TO WITHIN 6" OF FINAL GRADE EL. 100,0' EL. 95.0'± _ / SEPTIC SYSTEM PROFILE Flaherty Environmental Services (not to scale) INSP. PORT W I 3" OF GRADE P. 0. BOX 81 CLEAN SAND Yarmouth Port, MA 02675 JBLE WASHED t \` EOTEXTILE EL. 94.0':1 508.362.1657 ENT IF REQUIRED :. .'. EL. 92.0' ,, .. �,:. •, ., a e e e a ® e ©®® 00000000CIL e a Q 0O°O°°O O •®® 1 O .8,� rC-1v� 0 O00O O O°O°O°C 00°° 0 00000000000 0000000°C 2.0' IJ � 0 0 0 000000 0000000 lL O°000000 00EL. 91.0' 000 000000 0;°0000o0C °0°o° ELo°00000o0000Oo0°o 0°000 p� o SOIL ABSORPTION SYSTEM (2) 500 GALLON CHAMBERS WITH 4' STONE 5.0' RUBLE WASHED STONE AROUND IN A 12.83'W X 251 X 2'D CONFIGURATION AS SHOWN PER PLAN EL. 84.0' H-20 BOTTOM OF TEST HOLE EL, 84.0' OBSERVED GROUNDWATER ELEV: N/A eattta De�4� t.`! REMOVE ANY UNSUITABLE MATERIAL ED x 5' BELOW AND AROUND PROPOSED LEACHING FACILITY TO C2 HORIZON. Mame Date LOCUS MAP N TH f"" 1 • f C� 1p Hrr I ., �R. N 12 6� STrR Sg?J1 TA \F�\ SCALE: 1" = 30' H OF Atq g, 9 EDWARD cy o A. STONE -�� No. 2800 �S PLAN REFERENCED: PB 241 PG 109-02 (NTS) Deb: P/ WOIS Rsvked.• Rsvhed: SITE AND SEWAGE PLAN FOR B & B EXCAVATION, INC./ GORDON WHITFIELD 14 RIC14ARD ROAD YARMOUTHPORT, MA page 1 oft GENER4L NOTES DESIGN CALCULATIONS SAS DETAIL Flaherty Environmental Services 0"-11" 12.NO KNOWN WETLANDS OR WELLS 10YR 516 P. 0. Box 89 1' -36 - LEACHING. C2 Yarmouth Port, MA 02675 36--56- 6"-56"AND 1. ALL PRECAST COMPONENTS TO BE H-10 508.362.1657 56= 120" RATED, ALL COMPONENTS WITH ANY NUMBER OFACTUAL BEDROOMS 3 508.362.1590 - fax ANTICIPATED VEHICULAR TRAFFIC TO BE 15. PARCEL DOES IJ91rAPPEAR TO BE IN AN GROUND WATER H-20 RATED. GARBAGE DISPOSAL UNIT NO 5' REMOVAL 2. THE DESIGN OF THIS SYSTEM DOES NOT BOTTOM Elev. = 84.0' ALLOW FOR THE USE OFA GARBAGE TOTAL ESTIMATED FLOW 12.83' GRINDER. - - (110 GAUBR/DAYX 3 BR) 330 GALADAY 3. MUNICIPAL WATER IS AVAILABLE. 4. ALL CONSTRUCTION TO CONFORM WITH REQUIRED SEPTIC TANK CAPACITY 660 GAL. 310 CMR 15.000 AND ALL OTHER SIZE OF SEPTIC TANK 1500 GAL. (PROPOSED) 25' TH-1 APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS. SOIL CLASSIFICATION 1 25' DECK EXISTING 5. INSTALLERICONTRACTOR TO REVIEW & 3 BR I GARAGE VERIFY ALL ELEVATIONS AND DETAILS DESIGN PERCOLATION RATE < 5 MINAINCH 0 ❑ P. T. DWELLING AND REPORTANY DISCREPANCIES TODESIGNER 15' PRIOR TO CONSTRUCTION OR EFFLUENT LOADING RATE a74 GAL./DAY/FT2 f ASSUME ALL RESPONSIBILITY. 6. INSTALLED/ CONTRACTOR IS LEACHING AREA 41 �AFCLEAN RESPONSIBLE FOR MAINTAINING SAFE (2)x(25'+ 12.839(29 = 151 SF = 320 SF 25'WORK OUT AREA, VERIFYING ALL UTILITIES 471 SFx 74 =348 GPD 471 0 a . CAUTI❑N! SEE NOTE #6 00 AND NOTIFYING "DIG SAFE" EXISTING (1-888-344-7233) 72 HOURS PRIOR TO USE (2) 500 GALLON CHAMBERS WITH STONE CONSTRUCTION. AS DIAGRAMMED INA 25'X 12.83' X 2' CONFIGURATION S.T. Z ANY CHANGES TO OR DEVIATIONS FROM EXISTING (SEE NOTE #9) THIS PLAN MUST BE APPROVED IN RESERVE LEACHING CAPACITY N/A LEACHING WRITING BY FLAHERTY ENVIRONMENTAL (APPROX.) SERVICES AND LOCAL BOARD OF HEALTH. 8. FINISH COVER OVER COMPONENTS IS NOT TO EXCEED 3' PER 310 CMR 15.000 (NTS) UNLESS SHOWN PER PLAN. 9. ALL ABANDONED SEPTIC SYSTEM SOIL EVALUATION COMPONENTS TO BE PUMPED DRY AND FILLED WITH CLEAN SAND OR REMOVED TESTHOLE#1 AND REPLACED WITH CLEAN SAND. Evaluator. David D. Flaherty Jr., RS, REHS 10.ALL COMPONENTS TO BE PROVIDED SE#2755 BOH Witness: Amy VonHone, RS, CHO MAXIMUM FEASIBLE COMPLIANCE: WITH WATERTIGHT ACCESS PORTS Date: February25, 2015 310 CMR 15.405(1)(i) WITHIN 6" OF FINISH GRADE. A sieve analysts may be performed In accordance with Department guidance 11.ALL SEPTIC TANKS, DISTRIBUTION Test Hole #1 El. = 94.0' if a percolation test in accordance with 310 CMR 15.104 and 15.105 can not be performed as determined by the local Approving Authority. BOXES AND PIPING TO BE INSTALLED SL WATERTIGHT, 0"-11" 12.NO KNOWN WETLANDS OR WELLS 10YR 516 WITHIN 100 FEET OF PROPOSED 1' -36 - LEACHING. C2 13. THIS IS NOT A CERTIFIED PLOT PLAN 36--56- 6"-56"AND ANDUNDER NO CIRCUMSTANCES IS THIS PLAN TO BE USED FOR ZONING OR 56= 120" BUILDING PURPOSES. 14. LOT IS SHOWN AS ASSESSOR'S MAP 89 PARCEL 22. 15. PARCEL DOES IJ91rAPPEAR TO BE IN AN GROUND WATER AQUIFER PROTECTION DISTRICT (ZONE OBSERVED AT Elev.= N/A II). BOTTOM Elev. = 84.0' A SL 10YR 3/2 B SL 10YR 516 C1 Slit Clay Loam 10YR 6/6 C2 MS 2.5Y516 A solve analysis shall be performed in lieu of pert test (see attached "£ SITE AND SEWAGE PLAN •'��- AV FOR "I cer* that on November 12, 2002, l have passed c; the examination approved by the Department of i (. R. B & B EXCAVATION, INC -1 Env/ronmentaiProtection and that the above analysis GORDON WHITFIELD has been performed by me consistent with the o required training, expertise, and experience dascrtbed G 14 RICHARD ROAD in 310 CMR 15018(2)." 5,,, R�Pt��f° VADMIIIITL,IDnDT MA