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HomeMy WebLinkAboutEngineered Plan - 2015Wells not shown exceed 150' from the proposed SAS LEACH/NG AREA DETAIL /' = 20' 45.5' OB- (4) INSPECT/ON PORTS 2- ROWS OF 6 -CUL TEC CONTACTOR /OOHD SET ROW 0.5' APART BENCHMARK. EL. 54.45 - ASSUMED DATUM - T. 0. BACK STEP T. 0. YRB. FND. EL. 54.26 0 Mo"N ENGINEERING ASSOCIATES, LLC RESERVE LEACHING AREA 35.0'X 8.0'X 2.0' 334 -GPD PROVIDED m MICHAEL'N,'-'t S. n LADUE No. 37560 _ 4 PROPOSED LEACHING FIELD I2 --CUL TEC CONTACTOR /00HO 45.5'X 6.5'X 0.5' 5330 m� 38'50"E NSO* " 0 53.47 1p0.00 0 / 53.11 GARAGE SLAB FND DWELLING T. O.F. 54.40 - 52.91 Lor 65 000.00 S.F. I0.253 AERES 100.00' 0o FENS 53.21 53.47 16.6 i AAs -`53.78 PAVED DRIVEWAY 54.02\ - W � �j 54.40 / 53.98 MAG NAIL SET 53.08 UTIL. LEGEND POLE 53.06 O Imv W 51.82 0 o 1 UG FENCE LINE GARAGE 'o � SLAB FND •n rr .m 51.27 SHED.-` O KITCHEN m AN INTERIOR PLUMBING CHANGE L/V/NG ROOM IS REQUIRED. SEE PAGE 2 FOR o, o DINING � DETAILS. 2 . • AREA O � 51.82 3.04 BATH FBR-2H • c BM �\ BATH bli, 53.05 CAV BR -I BR -3 PROPOSED INFILTRATOR IM -1530 POL YPROPYLENE F i UP -G' K , 53.15 SEPTIC TANK OR EQUALC' b; FLOOR LAYOUT i (353.41 �� PATIO NOT TO SCALE i, + .'� 53.12 z CESSPOOL i 527 _ I 0 Mo"N ENGINEERING ASSOCIATES, LLC RESERVE LEACHING AREA 35.0'X 8.0'X 2.0' 334 -GPD PROVIDED m MICHAEL'N,'-'t S. n LADUE No. 37560 _ 4 PROPOSED LEACHING FIELD I2 --CUL TEC CONTACTOR /00HO 45.5'X 6.5'X 0.5' 5330 m� 38'50"E NSO* " 0 53.47 1p0.00 0 / 53.11 GARAGE SLAB FND DWELLING T. O.F. 54.40 - 52.91 Lor 65 000.00 S.F. I0.253 AERES 100.00' 0o FENS 53.21 53.47 16.6 i AAs -`53.78 PAVED DRIVEWAY 54.02\ - W � �j 54.40 / 53.98 MAG NAIL SET 53.08 UTIL. LEGEND POLE 53.06 O Imv W 'm 0 o 1 UG UNDERGROUND LINE _ 'o •n Im .m y T.O.YRS.FND. 54.26 I 5333 I rn 53.11 i b. o m o! rn Im rn I� m to In m Im Z . y I 52.41 52.24 Yarmouth Health Department APPROVED L OCUS m toy - - - - - 54 LEGEND s4 TEST HOLE O EXISTING CESSPOOL W °D" BOX 0 o SEPTIC TANK - - - - - 54 EXISTING CONTOUR s4 PROPOSED CONTOUR W WATER LINE - OH OVERHEAD UTILITY LINE UG UNDERGROUND LINE SITE AND SEWAGE PLAN LOCUS 33 BERNARD STREET SOUTH YARMOUTH, MA PREPARED FOR: Es TA TE OF THYA STEE VES P.O. Box 1085 BARNsTABLE, MA 02630 DEED REF. PB 179 PG 89 MORAN ENGINEERING A550C, LLC 941 Main Street, Harwich, MA PO Box 183, 5. Harwich, MA 02661 508-432-2878 MAP: 88 PARCEL: 84 JOB NUMBER: 15-194 SCALE: I' 0 20' DATE: 10/13/15 SHEET: I OF 2 SEPTIC TANK EL. 53.00 EL 54.40 TOP. OF COVERS TO BE WITHIN 6' OF GRADE FOUNDATION ACCESS PORTS MIN, 9' COVER 4" SCH. 4o P.V.C. F3'MIN MAX 36' COVER ' • 4" SCH. 40 P.V.C. PROPOSED EXIT INVERT 5e N.3' S c 0.o1_ N. 10 14' EL. 51.05 -1 1,500 40" �- EL. 50.80 GALLON I INSTALL BAFFLE 20' t LEVEL STABLE BASE SEPTIC TANK NOTES 1. PLUMBING CHANGE REQUIRED. 1. Extend inlet tee 10" min. below flow line; extend Reroute existing exit lines (2) to a single line at proposed outlet tee 14" below flow line. elevation or higher. Provide a two way dean -out, to grade, 2. Provide 20" manholes over center of tank, between the foundation and proposed septic tank. inlet and outlet with readily removable impermeable covers. Plumbing permit is required. 3. Install access port over inlet and outlet with precast concrete or equivalent watertight riser within 6" min. of final grade. DEEP HOLE LOGS DATE. 9/30/15 DEEP OBERVATION HOLE *2 TEST BY: RICK JUDD TIME: 15:00 ELEV. 53.11 FROM SINFACE NOR' TEXTURE COLOR MUNSELU SOIL MOTrUNG sTRwn RE CONSISTENCY, OTHER 52.36 9' HTM Fill NIA NO Lawn over maed fill 52.11 12" A1Eb Loamy Sand 1OYR 512 NO Granular 50.61 30" Bwb Loamy Medium Sand 1 OYR 414 NO Vary liable 42.19 131" C I Medium Sand 1OYR 614 NO ----j Loose, single grain BOT. Of PERC: 54' (24 -GALLONS IN 5:00) RATE: < 2 MIN/INCH WITNESS: PHIL RENAIA, YARMOUTH HEALTH DEPAMENT 1. REQUIRED FLOW: 3 - BEDROOMS X 110 - GPD/B.R= 330- GPD 2. SEPTIC TANK CAPACITY: 330 - GPD X 2 = 660 - GPD USE (1)1000 - GALLON (EXISTING) SEPTIC TANK 3. LEACH FACILITY DESIGN: 12 - CULTEC CONTACTOR 10OHD: 3 ROWS OF 4 - UNITS = 91.5 LF 91.5 LF X *5.0 SF/LF = 457.5 SF. 457.5 SF X 0.74 GPD/SF = 338.5 GPD 338.5 GPD PROVIDED > 330 GPD REQUIRED * PER MASS. DEP CERTIFICATION FOR GENERAL USE 15' t "D" BOX NOTES 1. When system is dosed or slope of inlet pipe exceeds 0.Wtft. install inlet tee cut-off one inch above outlet invert. 2. Install outlet pipes level 2 feet minimum. 3. Provide a minimum sump of 6" below outlet invert. 4. Install access port over "D" Box with precast concrete or equivalent watertight riser within 6" min. of final grade. DESIGN DESIGN DATA 1. REQUIRED FLOW: 3 - BEDROOMS X 110 - GPD/B.R = 330 - GPD 2. SEPTIC TANK CAPACITY: 330 - GPD X 2 = 660 - GPD USE (1) 1500 -GALLON (POLYPROPYLENE) SEPTIC TANK OR EQUAL 3. LEACH FACILITY DESIGN: *45.5'X 6.5'X 0.5' 12-CULTEC CONTRACTOR 10OHD: 2 -ROWS OF 6 -UNITS = 91.0 LF 91.0 LF X 5.0 SF/LF = 455.0 S.F 455 SF X 0.74 GPD/SF = 336.7 - GPD 336 - GPD PROVIDED > 330 - GPD REQUIRED * PER MASS. DEP CERTIFICATION FOR GENERAL USE USE: 2- ROWS OF 6-CULTEC CONTACTOR 10OHD SET ROWS 0,5' APART. RESERVE AREA: 35.0' X 8.0'X 2.0'(334 - GPD) LEACH FACILITY IRRIGATION CULTEC RECHARGER IOOHD CONTROL BOX 4" on 6' PVC PULL CAP, END CAP, END PLUG OR CLEANOUT. 6" SCH. 40 PVC OR EL 53.90 MIN 2% SLOPE SDR -35 PVC PIPE RISER MIN. 9' COVER MAX 36' COVER INSPECTION PORTS - 4 FILTER FABRIC 50.90 t 6" 12.5" EL 50.35" INVERT EL. 49.85 7.50' EACHUNIT (INSTALLED) I_ 3' t (7.5' X 6) + 0.5'(ADJ) = 45.5' LENGTHINSTALLED 7 66' NAIIV[ FILTER FAI TITLE 5 APPROVED CULTEC CROSS SECTION INVERT GENERAL NOTES n. 42.19 NO WATER ENCOUNTERED NOTES FOR CULTEC 1.) Must be a CerLCultec Installer. 2.) Cuftec No. 410 Filter Fabric or equal approved by Cuftec required. 1.) ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE W/TITLE 5 OF THE SANITARY CODE & ANY APPLICABLE REGULATIONS. 2.) PRIOR TO BACK FILLING THE INSTALLATION, THE DESIGNER & HEALTH AGENT SHALL BE NOTIFIED FOR INSPECTION. 3.) ANY ALTERATIONS OF THIS DESIGN MUST BE APPROVED BY THE DESIGNER & BOARD OF HEALTH, IN WRITING. 4.) SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER. 5.) THE INSTALLER IS TO VERIFY THE LOCATIONS) OF UTILITIES, CESSPOOL(S) AND SEWER INVERTS PRIOR TO CONSTRUCTION. 6.) ALL UNSUITABLE MATERIAL WITHIN 5 FT. IN ALL DIRECTIONS FROM THE SOIL ABSORPTION SYSTEM SHALL BE REMOVED & REPLACED W/CLEAN, COARSE SAND. 7,) ALL FILL MATERIAL UTILIZED FOR THE SOIL ABSORPTION SYSTEM SHALL BE CLEAN, COARSE SAND FREE FROM DELETERIOUS MATERIAL AND SHALL HAVE A PERCOLATION RATE OF LESS THAT 2 MINJIN. BEFORE & AFTER PLACEMENT. 8.) EXISTING CESSPOOL(S) TO BE PUMPED AND BACK FILLED PER TITLE 5 ABANDONMENT PROCEDURES. 9J DURING INSTALLATION, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SAFE EXCAVATION AREA. 10.) GROUND COVER OVER SEPTIC SYSTEM COMPONENTS SHALL NOT EXCEED 36". 11.) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL NOT BE LESS THEN 0.01 FT/FT. 12.) WHEREVER SEPTIC LINES CROSS WATER SERVICE LINES OR WHEN WATER SERVICE LINES COME WITHIN 10' OF THE PROPOSED S.A.S.- PIPES SHALL BE CLASS 150 PRESSURE PIPE & SHOULD BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. COORDINATE WITH LOCAL WATER DEPARTMENT. 13.) PLACE MAGNETIC MARKING TAPE OVER ALL COMPONENTS. CONSTRUCTION NOTES 1.) CONTACT OFFICE (508 432 2878) A MINIMUM OF 48 - HOURS PRIOR TO START OF PROJECT. 2. PLUMBING PERMIT IS REQUIRED. 3. A SOIL INSPECTION IS REQUIRED PRIOR TO PLACEMENT OF LEACHING COMPONENTS. RESERVE AREA: 30'X 15'X 1.0' FIELD 4. RAISE SEPTIC TANK COVERS (2) AND DISTRIBUTION BOX COVER TO WITHIN 6" OF FINISHED GRADE. THE r LEACHING FIELD REQUIRES FOUR - 4" INSPECTION PORTS WTTH CONTROL BOX COVERS TO GRADE. USE: 3 ROWS OF 4 -CULTEC CONTACTOR 10OHD. SET CHAM�ER:1 t6r.;"1111I' APART. COVER ENTIRE FIELD WITH CULTEC 410 FILTER FABFi)IX BACKFILL, v 5. PUMP AND FI ,L EXISTING CESSPOOL(S). THE INSTALLER IS RESPONSIBLE FOR LOCATING AND FILLING ALL 1 Jt TO THE TOP OF THE COMPONENTS WITH A CLEAN TITLE 5 FILL. PROVIDE ' ' fESSPOOLS. VSPECTION(S) REQUIRED. THREE INSPECTION PORTS, TO GRADE, WITH IRRIGATION CONTROL BOX , - 6. LOAM SEED ALL IMPACT AREAS. COVERS o -s, x3.9 x © 2015 MORAN ENGINEERING ASsociATEB, LLC -- 33 Bernard Street South Yarmouth, MA PREPARED FOR: Estate of Thya;Steeves ASSESSOR'S SCALE MAP: 88 Not 1p Scale PARCEL: 84- DATE:, 4 DATE:, 10/13/18 SHEET of 2 Moran Engineering Associates, LLC 941 Main Sty,: Haraiurch, MA PO Box 183, S. Harwich, MA 02661 508-432-2878