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HomeMy WebLinkAboutEngineered Plans - 2015TOP OF FOUNDATION BROUGHT TO WITH"IN 6" t EL. 103,0' EL. 98.0' 4" CAST IRON or EQUIVALENT m n, MIN. PITCH 1/4" PER FOOT 4" SCHEDULE 40 PVC PIPE FLOW LINE "**\EL, loo,s' — EL. 99.4' --L. GAS BAFFLE 1500 GALLON SEPTIC TANK (DATUM: ASSUMED) (EXISTING) SEPTIC SYSTEM PROFILE GRADE (not to scale) Flaherty Environmental Services INSP. PORT W/1 3" OF GRADE CLEAN SAND P.O. BOX 89 II 2' 0f1" t0 EL, 101.0'` DOUBLE WASHED Yarmouth Port, MA 02675 " PEASfON�OR G_EOT_E_XTILE FILTER FABRIC _ 508.362. 1657 4" SCHEDULE 40 PVC PIPE " VENT IF REQUIRED (first 2'to be level .. d• , 40' 2.5% ���. 30' 1% EL. 99.0'f ;oeee°eeee e°°eeee°o.•• ,;d;°, e°eee — ---► ®p p j7 ° • . FE F ' 0o000000c LOCAL UPGRADE APPROVAL; — i 0 0 0 0 0 0 0 �❑ �"60;060;0 MAXIMUM FEASIBLE COMPLIANCE SEL. 99.2' o°o°o°o°o° o o .'�� ©Q l� 0000c 000000 0°000°0 0 �� ®� 0000o0o0c 310 CMR 15,405(1)(b) EL, 98.03' 00 0 0000000°0°0 6� 0 000000000 EL, 98,2 EL, 98.0' 00000000°0°000000 o 0 C� • 000000°0° REDUCTION2� FOUNDATION N SETBACK TO aca�®a��. a °00° ° 00000°0000 d°' 20-0-0-°0°0°0°0 �" to 1;" DOUBLE WASHED STONE •' •� d ' o EL. 96,0' FROM 20 TO 15.4'(4.6') SOIL ABSORPTION SYSTEM Z: (2) 500 GALLON CHAMBERS 4.6'i�` WITH 4' STONE AROUND INA ,� �'�,���/✓�� 12.83'W X 25.0'L X 2'D CONFIGURATION���s EL. 91.4' BOTTOM OF TEST HOLE EL, 90,1' LOCATIONMAP USGS ADJUSTMENT: 1.0' GROUNDWATER ELEV: 90.4' NO Tl -1 LOT 65 b �1 pp 0.25 ACRES± 101 Pp'F-P kp��° N 10' 1?SPS EXIST. S,T, LOCUS fr0 a P S ' O 'O � � � ek"Iti O_ o o Fest BrOOR o' sl vv OreY Rd" m O Wi TH-1n o 0 AE,K 9c GARAGE NTS 15.4 _ .. 5,$ / EXISTING SUN ; ((, F nn �,�7 D RDOM ut5 �.at�U V RQ 10' 2 BR \' LZN OF M,gss9 DWELLING k NOV n 6 2015 o OA ® cy �® \ lJ pp �gI �4 N 121 s G�STER� O_ O. BENCHMARK: p er'Wit valid for REPAIR OF SEPTIC SYSTEM �® /y CORNER TOP STEP c�5(O 45' ^ `gNITAR\NN EL. 102,7 '� J ONLY; due to State anti 1 ocal septic variances. }� Board, of Fleatth review and approval is required for / 1" any future add itions/renoe:tions/alterat`ions to DATE.' 11/5/2095 REVISED: ���v'g,��' �® sewage taeihties<and/or structures/dwelling. 101 'Po�S 00 Qj P5� Yarmoath Fieabih I}spartrntt�� APPROVED/, .21 GLS SITE AND SEWAGE PLAN FOR 3. DANIEL PIRROTTA 16 MIRROR BROOK ROAD 4ae Date WEST YARMOUTH, MA 111 301 REF,• A & M LAND SERVICES PLAN DATED 8/25/2008 PAGE 9 OF2 ................................................................................................_............................................................................................................................................................................................................................................................................ ................................................................................................................................................................... GENERAL NOTES DESIGN CALCULATIONS SYSTEM DETAIL Flaherty Environmental Services P. O, Box 81 1, ALL PRECAST COMPONENTS TO BE H-10 Yarmouth Port, MA 02675 RATED, ALL COMPONENTS WITH ANY NUMBER OFACTUAL BEDROOMS 2 (DESIGN FOR 3) 508, 362.1657 ANTICIPATED VEHICULAR TRAFFIC TO BE H-20 RATED, GARBAGE DISPOSAL UNIT NO 2, THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OFA GARBAGE TOTAL ESTIMATED FLOW GRINDER, (190 GAUBR/DAYX 3 BR) 330 GALADAY 3. MUNICIPAL WATER IS AVAILABLE. REQUIRED SEPTIC TANK CAPACITY 660 GAL. 4. ALL CONSTRUCTION TO CONFORM WITH 310 CMR 15, 000 AND ALL OTHER SIZE OF SEPTIC TANK 1500 GAL. (EXISTING) APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS. SOIL CLASSIFICATION 1 25' 5. INSTALLER/CONTRACTOR TO REVIEW & VERIFY ALL ELEVATIONS AND DETAILS DESIGN PERCOLATION RATE <2 MINANCH AND REPORT ANY DISCREPANCIES TO DESIGNER PRIOR TO CONSTRUCTION OR EFFLUENT LOADING RATE 0.74 GAL.IDA Y/FTZ ;. ASSUME ALL RESPONSIBILITY. LEACHING AREA 6, INSTALLER/ CONTRACTOR IS (2)x(25.0'+12.839(2) = 151 SF 0 0 12.83' RESPONSIBLE FOR MAINTAINING SAFE 25.O'x 12.83' = 320 SF WORK AREA, VERIFYING ALL UTILITIES 471 SFx 0.74 = 348 GPD AND NOTIFYING "DIG SAFE" (1-888-344-7233) 72 HOURS PRIOR TO USE (2) 500 GALLON CHAMBERS WITH 4' STONE CONSTRUCTION, AS DIAGRAMMED INA 25.0'X 12,83'X2'CONFIGURATION 7, ANY CHANGES TO OR DEVIATIONS FROM THIS PLAN MUST BE APPROVED IN RESERVE LEACHING CAPACITY N/A WRITING BY FLAHERTY ENVIRONMENTAL SERVICES AND LOCAL BOARD OF HEALTH, 8, FINISH COVER OVER COMPONENTS IS NOT TO EXCEED 3' PER 310 CMR 15.000 UNLESS SHOWN PER PLAN. (NTS) 9. ALL ABANDONED SEPTIC SYSTEM COMPONENTS TO BE PUMPED DRY AND FILLED WITH CLEAN SAND OR REMOVED SOIL EVAL UA TION AND REPLACED WITH CLEAN SAND, TESTHOLE#1 1O,ALL COMPONENTS TO BE PROVIDED Evaluator: Edward Stone, PLS WITH WATERTIGHT ACCESS PORTS SE#2359 WITHIN 6" OF FINISH GRADE, BOH Witness: Amy Von Hone, RS, CHO 11,ALL SEPTIC TANKS, DISTRIBUTION Date: August 12, 2008 BOXES AND PIPING TO BE INSTALLED TH-1 ELEV. 101,V WATERTIGHT, 12. NO KNOWN WETLANDS OR WELLS 0--8" OiE LS 10 YR 313 WITHIN 100 FEET OF PROPOSED LEACHING. 8"-30" B LS 7.5YR 616 13. THIS IS NOTA CERTIFIED PLOT PLAN AND UNDER NO CIRCUMSTANCES IS THIS PLAN TO BE USED FOR ZONING OR 30"-132" C FS 2.5Y7/4 BUILDING PURPOSES, OF 14. LOT IS SHOWN AS ASSESSOR'S MAP 58 DAV D �sG SITE AND SEWAGE PLAN FOR PARCEL 330. 15, LOCUS PROPERTY IS NOT LOCATED HE , DANIEL PIRROTTA WITHIN AN AQUIFER PROTECTION N 21 16 MIRROR BROOK ROAD DISTRICT (ZONE II). G.W. ELEV. 90.4' _ SFO/sTE WEST YARMOUTH, MA BOTTOM TH-1 ELEV. 90.1' SgIV R\ 1( () FAGE20F2