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HomeMy WebLinkAboutEngineered Plans - Rev. 2014SITE & SEWAGE COMPONENT UPGRADE UNI T'S I & 2 HE -A CH WOOD CONDOMINIUM #6J8 MAIN STREET IN W. YARMOUTH, MASS DATE: JUNE 6, 2014 REV: JUNE 10, 2014 PPL ICA N T— UNI T I DIAMOND & COSTAS FLOROS 66 RUSSELL STREET MELROSE, MA 02176 781-662-3344 A PPL I CA N T— UNIT 2 RICK & KATHY PAPPAS 244 MOUNT VERNON RD. PLANTSVILLE, CT. 06479 203-530-1262 SHEET 1 OF 3 PREPARED BY: EAS SURVEY, INC. 141 RT. 6A SANDWICH, MA 02563 PH. (508) 888-3619 CELL (508) 527-3600 EAS. SU R VEY©YAH 00. COM NOTE: NUMEROUS UTILITIES CROSS THE LOCATION OF THE PROPOSED LEACHING AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION OF THESE UTILITIES. 00701F�PA Pel R CEL 85 59,455± S.F. oy 9.\4;� 10.20 UNIT #3 2 BEDROOMS S NIAi G b 0 10.4 \� UT T #,1 BED#2 \ KITCHEN , UNIT #2 BED#1 9.0 UP _ /Z 9.8 Permit v ,fe{ REPAIR OF SEPTI(' SYSTEM ONI.v, due local septic variances. Board of iieatth revi nd ap� I is required for _ any future additions/rend`t s/alterations to sewage facilities and/or structures/dwelling. Yarmouth Health Department PPRIIVED/ Date 0 Q 0 X00 N �o 3 0 LOCUS oe RELOCATE THE �u LOCUS MAP METER PIT AND SLEEVE WATER NOT TO SCALE: LINE. MIN 10':(• 90 FROM S.A.S. 14-0114 ( , PROPOSED OBSERVATION PORTS 10 0 `' �— PROPOSED S.A.S. (32) CHAMBERS 9.1 ' , , 11.3' WIDE BY 32.0' LONG / LI V. `. BH PROPOSED 40' MIL POLY LINER (�, OF kjq,q AROUND NORTH SOUTH AND WEST / G � "D" ,t EDWARD �yGN 'A l UP S A.ro STONE // BH `';,BED#1 No. 289 0 SEPTIC TANK AND S.A.S. r 01, AT EDGE OF PAVEMENT BED#2 / UNIT #1 KITCHEN , �) -�Q HEAL-TH DEPT . 9.6\X\ 9.8 X / 'Spy \ 9.0 UP _ /Z 9.8 Permit v ,fe{ REPAIR OF SEPTI(' SYSTEM ONI.v, due local septic variances. Board of iieatth revi nd ap� I is required for _ any future additions/rend`t s/alterations to sewage facilities and/or structures/dwelling. Yarmouth Health Department PPRIIVED/ Date 0 Q 0 X00 N �o 3 0 LOCUS oe RELOCATE THE �u LOCUS MAP METER PIT AND SLEEVE WATER NOT TO SCALE: LINE. MIN 10':(• 90 FROM S.A.S. 14-0114 ( , PROPOSED OBSERVATION PORTS 10 0 `' �— PROPOSED S.A.S. (32) CHAMBERS 9.1 ' , , 11.3' WIDE BY 32.0' LONG PROPOSED 40' MIL POLY LINER AROUND NORTH SOUTH AND WEST PORTIONS OF THE S.A.S. 5' FROM S.A.S. "D" ,t PROPOSED BOX 'A EXISTING 1,000 GALLON UP SEPTIC TANK TO REMAIN. / 0� � INSTALL RAILROAD TIE -l' BUMPER TO GUARD 1 SEPTIC TANK AND S.A.S. r 01, AT EDGE OF PAVEMENT qr Q� tivl� 1 2014 J -�Q HEAL-TH DEPT . 9.6\X\ r----------� BENCHMARK. NAIL FOUND IN PAVEMENT. ELEVATION 9.65. 0 20 30 40 GRAPHIC SCALE: 1 INCH = 20 FEET D.T.H. #1 16 SITE & SEWAGE LOCUS DATA DATE: 5/7/2014 COMPONENT UPGRADE GROUND ELEV.I ADJ. G. WATERATER 3. 3.3 UNI T'S I & 2 BEA CH WOOD COVD OMNI UM j6J8 MAIN STREET IN W. YARMOUTH, MASS DATE: JUNE 6, 2014 REV: JUNE 10, 2014 APPL ICA N T- UNI T I DIAMOND & COSTAS FLOROS 66 RUSSELL STREET MELROSE, MA 02176 781-662-3344 A PPL I CA N T- UNIT 2 RICK & KATHY PAPPAS 244 MOUNT VERNON RD. PLANTSVILLE, CT. 06479 203-530-1262 SHEET 2 OF 3 PREPARED BY: EAS SURVEY, INC. 141 RT. 6A SANDWICH, MA 02563 PH. (508) 888-3619 CELL (508) 527-3600 EAS. SU R VEY©YAH 00. COM CURRENT OWNER DEED REFERENCE UNIT 1 COSTAS FLOROS 66 RUSSELL ROAD MELROSE, MA 02176 3453/87 CURRENT OWNER UNIT 2 YOLANDE T. REILLY 244 MOUNT VERNON ROAD PLANTSVILLE, CT 06479 DEED REFERENCE 3978/020 PLAN REFERENCE 351/43 ZONING DISTRICT B-2 FLOOD ZONE "C" ASSESSORS MAP 32 PARCEL 85, C-1 & C-2 OVERLAY DISTRICT NOT A ZONE II LOT AREA 59,455± S.F. VARIANCES REQUESTED TI TLE 5: TO ALLOW THE LEACHING AREA TO BE 10' FROM A CRAWL SPACE IN LIEU OF 20'. A 10' VARIANCE REQUESTED. TO ALLOW THE LEACHING AREA TO BE 5.4' FROM A WATER LINE IN LIEU OF 10'. A 5' VARIANCE IS REQUESTED AND A LINER IS TO BE PLACED TO THE DEPTH OF THE WATER LINE BETWEEN THE WATER LINE AND THE LEACHING AREA. THE METER PIT IS TO BE RELOCATED TO BE A MINIMUM OF 10' FROM THE S.A.S. AND THE WATER LINE IS TO BE SLEEVED FROM THE HOUSE CONNECTION TO THE WATER METER PIT. A LOAMY SAND 10YR 4/3 16" EL. = 8.4 30" B LOAMY SAND 7.5YR 4/3 32" EL. = 3.3 67" C EL. = 1.9 MEDIUM SAND 84" 2.5Y 7/4 EL. = -1.1 ' 120" B.O.H. PHIL RENAUD SOIL EVALUATOR ED. STONE BACKHOE OPERATOR. ELLIS BROTHERS - KEVIN SOIL TYPE: -_ PERC RATE: <2 MIN. PER INCH LOADING RATE: 0_74 GAL/SF/MIN DTH #1 ib INDICATES DEEP TEST HOLE INDICATES P-1 30" PERC TEST NO MOTTLING NO WEEPING 67" INDICATES ADJ. GROUNDWATER Q 84" OBS. GROUNDWATER NO OBSERVED GROUNDWATER DATE OF WELL: 4/2014 INDEX WELL: MIW-29 WELL ZONE: A WELL DEPTH: 7.84 DEPTH OF WATER: 7.0 WELL ADJUSTMENT: 1.4 DEPTH OF ADJ.: 5.6 14-0114 SITE & SEWAGE COMPONENT UPGRADE UNI T'S I & 2 BEA CH WOOD CONDOMINIUM ,638 MAIN S TREE- T IN W. YARMOUTH, MASS DATE: JUNE 6, 2014 REV: JUNE 10, 2014 A PPL ICA N T- UNI T I DIAMOND & COSTAS FLOR OS 66 RUSSELL STREET MELROSE, MA 02176 781-662-3344 A PPL ICA N T- UNI T 2 RICK & KATHY PAPPAS 244 MOUNT VERNON RD. PLANTSVILLE, CT. 06479 203-530-1262 SHEET 3 OF 3 PREPARED BY: EAS SURVEY, INC. 141 RT. 6A SANDWICH, MA 02563 PH. (508) 888-3619 CELL (508) 527-3600 EAS. SU R VEY@YAH 00. COM TCF = 10.27 INV.= -1 EXISTING CONSTRUCTION NOTES: RAISE COVERS TO WITHIN 6" OF FINISH GRADE FINISH GRADE ELEV. 9.7 FINISH GRADE /� ELEV. 9.0 ELEV. 9.0 4" PVC 4" PVC 'OS=0.0 4 r�6..S=0.0,5111 INV.= L MIN -J MAIL 8.37 10"TEE14"TEE INSTALL GAS BAFFLE 4'-1" LIQUID. LEVEL EXISTING 1,000 GALLON SEPTIC TANK 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SEWERAGE. 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 3" OF FINISH GRADE, WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS OTHERWISE SPECIFIED. 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION. 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL BE LEVEL 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL. 13. MAGNETIC TAPE ON ALL COMPONENTS. INV.= 8.17 1 cl c c M ri NUMEROUS UTILITIES RUNNING THROUGH SYSTEM LOCATION TO BE RELOCATED. TOP ELEV 8.00 OBSERVATION PORT TO GRADE / SCREW ON CAP GROUND ELEVATIONJ9.2 �� '�' ' 6 OUTLET H-10 DB3 (32) 34" x 48" x 8" CHAMBERS INV.= 7.86INV.= 7.60 LOW PROFILE QUIK "4" INFILTRATORS o 4 ROWS IN BED FORMAT W INV.= 7.69 5' 32.0' - 8 CHAMBERS 0 32' PER ROW ui .r ori 2 OBSERVATION PORT ./ SCREW CAP TO GRADE 1p f-0 SAND FILL PROPOSED 4 MIL POLYLINER TOP = 8.1 BOTTOM 4.1 �--2.83'---�-- 2.83'-+-- 2.83'--+- 2.83' 5. 5.0' 11.3' END VIEW nATI INA - VERTICAL DATUM: MSL± BENCH MARK USED: NAIL FOUND IN FRONT YARD ELEVATION 9.65 OF Mqg DAV � F H 121 611 GIST??� S'4NITA90' /LI PROPOSED 4 MIL POLYLINER TOP = 8.1 BOTTOM 4.1 ELEV. 7.33 3.3 SYSTEM DESIGN EXISTING DESIGN FLOW 4 BEDROOMS AT 11_0 GPB/D 44Q GPD REQUIRED SEPTIC TANK 440 x_2 _ 880 GAL. EXISTING SEPTIC TANK = --L 000 GAL. SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE -_ <2 ____MIN./INCH LONG TERM APPL. RATE-0-74-GPD/S.F. SIZE OF LEACHING SYSTEM PROVIDED: 440 _ 0.74 SF/GPD = _596 S.F. MIN. REQ. USING 8 CHAMBERS IN 4 ROWS (32 UNITS) AND NO STONE AROUND LOW PROFILE QUIK "4" INFILTRATORS 4.73 SF / LF X (4 x 32) = 605 S.F 605 x 0.74 G/SF = 447 GPD 447 GPD PROV > 440 GPD REQ.= 7 GPD RES. NO (GARBAGE DISPOSAL / GRINDER ALLOWED) 14-0114