The URL can be used to link to this page

Home My WebLink AboutEngineered Plans - 2019Dc� 40 �e A Ok ,10 �`l;" 44 O 0 44.3 QP 439 0^ 44.9 S C oo �\ ;'- �2c 20' Oak 44.3 .o C., O 45.6 °�°C,13 ��- < c 20' Oak 44.6 B 'O em ti 4 .5 1ti o/0 0 --Z moo,, i 6 — _--PROPOSED-LEACHING-AREA--= 30.0' X /0.O' X 2.0' (H-/0) BENCHMARK.- EL. 44.9 ASSUMED DA TUM TOP OF STAKE SET ti� 1� A If 44.9 3046.6 a!<. 4 Wells not shown exceed 150' from the proposed SAS Permit valid for REPAIR OF SEPTIQnSYSTEM ONLY, due to State and Local septic variances. Board f Health review and approval is required for any 'u re additions/renovations/alterations to sewage fac ities and/or structures/dwelling. Yar outh Health Department A PROVED LOT 35 13,126 SFf .. / MAG NAIL 4t3 2.4 SET 0.30 Acf A 44.4 4 9 _ OHU - - + Utility Pole \ IP FND + �5 PROPOSED /500 -GALLON SEPTIC TANK (H-10) PUMP & REMOVE EX/ST/NG CESSPOOLS & CONTAM/NA TED SOLS W/ THIN 5' OF PROP. SAS Srnv pc," � 6-e. o\k �S 8 ►�'�vwc Roots S �V'r'X G 0 HEAT l� BEDROOM BATH BA TH i I DINING /SOLA PED / ROOM ROOM AREA KITCHEN J ROOM I (HOPPER CL GARAGE WINDOW) PARTIALLY FIN/SHED CL CL BASEMENT 45.5 /SOLA TED BEDROOM BEDROOM ROOMLIvINPORCH ROOK ROOM 2 3 (HOPPER — — - w - — WINDOW) FIRST FLOOR PLAN BASEMENT FLOOR PLAN NOT TO SCALE NOT TO SCALE C 2019 Moran Engineering Associates, LLC Existing Fence Line LEGEND Existing Building Edge of Driveway --115-01- - Existing Contour (� Existing Septic 45.5 Existing Spot Elevation - — - OHU - - Overhead Utility Lines 4em Electric Meter — — - w - — Existing Water Line — — - G - — Existing Gas Line 49m Gas Meter X Existing Fence Line Septic Test Hole H OF IggssqCy RICHARD GN J. JUD J % S 1 1P� SCALE; V=20' 0 20 40 60 Moran Engineering Associates, LLC 941 Route 28 N PO Box 183 South Harwich, MA 02661 508-432-2878 SITE AND SEWAGE PLAN 1 Mariners Lane Yarmouth Port, MA EPARBD FOR Michael King 132-87 SHEET 1 of 2 FxOmcr: 08/23/2019 19-169 ELEV. 44.8 ...41.5.- ...32.8.. PROFILEL PROVIDE 4' PVC GLEAN -OUT CAPS (C/O) TO COLOR REDOX. (MUNSELL) FEATURES STRUCTURE CONSISTENCY, OTHER 40' HTM Fill 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE W/TITLE 5 OF THE SANITARY CODE 6 ANY APPLICABLE Not to Scale `SDE GA DON LINGCONT AND SEPTIC TANK SEPTIC TANK 2. INSTALL IRRIGATION CONTROL Box COVERS "D" BOX Loose, Single Grain, Variegated Colors LEACH FACILITY 2. PRIOR TO BACK FILLING THE INSTALLATION, THE DESIGNER 5 HEALTH AGENT SHALL BE NOTIFIED FOR INSPECTION. OVERC/015. CLEAN-0UT 1500 GAL ANY ALTERATIONS OF THIS DESIGN MUST BE APPROVED BY THE DESIGNER 6 BOARD OF HEALTH, IN WRITING. USE (1)1500- GALLON (H-10) SEPTIC TANK 500 GAL DRY WELLS INSTALL (2) ACCESS'PORTS OVER LEACH CHAMBERS-W/PRECAST in 5. EL 44.5 3. LEACH FACILITY DESIGN: 30.0' X 10.0' X 2.0' (H-10) coNCRETE(OR EQUIV.) WATERTIGHT RISER.]hR11M3•,(MIN.) SIDE WALL AREA: 2 (30.0 + 10.0) X 2.0 X 0.74 GPD/SF = 118.4 TOP OF EL. 45.0 FOUNDATION ALL UNSUITABLE MATERIAL WITHIN 5 FT. IN ALL DIRECTIONS FROM THE SOIL ABSORPTION SYSTEM SHALL BE COVERS (2) TO BE WITHIN 6' OF GRADE MIN. 9' COVER TO WITHIN EL 45.0 REMOVED A REPLACED W/CLEAN, COARSE SAND. MIR 2x SLOPE OF FINAL GRADE ALL FILL MATERIAL UTILIZED FOR THE SOIL ABSORPTION SYSTEM SHALL BE CLEAN, COARSE SAND FREE FROM .. 4'CASTIRON DELETERIOUS MATERIAL AND SHALL HAVE A PERCOLATION RATE OF LESS THAT 2 MIN./IN. BEFORE 6 AFTER PLACEMENT. 340 GPD PROVIDED % 330 GPD REQUIRED 8. ACCESS PORTS MAX.36'COVER DURING INSTALLATION, THE CONTRACTOR I5 RESPONSIBLE TO PROVIDE A SAFE EXCAVATION AREA. OFFIIJALGRADE .., GROUND COVER OVER SEPTIC SYSTEM COMPONENTS SHALL NOT EXCEED 36". OF 3/4" TO 1-1/2" DOUBLE WASHED STONE ALONG ENDS AND 11. ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4" DIA. 2.6' ALONG SIDES. SCH 40 PVC SHALL NOT BE LESS THEN 0.01 FT/FT. 4• SCH 40 P.V.C. 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. F F PLAN PLACE MAGNETIC MARKING TAPE OVER ALL COMPONENTS. S 1TE AND SEWAGE PLAN CONSTRUCTION NOTES 9` COVER SUBJECT: 1 Mariners Lane 2" LAY,ROF 1/B" TO 1/2" DOUBLE WASHED S um mix-� PRIOR TO START OF PROJECT. 2. EXISTING SEWER ELEVATION I5 TO BE VERIFIED PRIOR TO THE INSTALLATION OF NEW SYSTEM COMPONENTS. PREPARED FOR., Michael King 3. REPLACE SEWER LINES BACK TO ORIGINAL CAST IRON OR PVC AS NEEDED. INSTALL TWO-WAY SWEEPS WITH 4" PVC CLEAN OUTS TO GRADE BETWEEN DWELLING AND PROPOSED SEPTIC TANK AS SHOWN. PROVIDE IRRIGATION ASSESSORSID: sir. CONTROL BOX COVERS OVER CLEAN OUTS. 132-87 1 SHEET 2 of 2 MAX 36" COYER STONE 0A FILTER FABRIC OVER ENTIRE • . t EL 42.0 LEAct+A1tEEA. ... . A: EL 42.8 s"MIN ,•scH.,oP.Y.C. B: EL. 42.7 -' = 2._3. 10" MIN �4"M O O O !� O ""; ;'• EL. 42.0 1,500 4.0 EL 41,8 EL. 41.6 EL 41.4 EL. 41.2 o 0 0 0 0 r' y-'. 2.0'EFFECTIVE .,DEPTH '.�. GALLON INSTALL BAFFLE _ _ - _ - - _ _ _ - Level sre BASE eLE EL. 39.2 r r 225 -26 BLE HE ONE 3/4' TO 1-U2• DOU WAS D 5T r r 225 -28 A. 35'±, B: 10'± ......_ ............................... LEVEL STABLE BASE 12'±TO 12'±11'± max STONE STONE . BOTTOM OF 6.4 ' 25.5' LENGTH INSTALLED D.O.H. SEPTIC TANK NOTES "D" BOX NOTES 30.0' OVERALL LENGTH INSTALLED 1. Replace any orangeburg sewer line(s) 1. Extend inlet tee 10" min. below flow line, 1. When system is dosed or slope of inlet pipe exceeds back to original cast iron or PVC as needed. extend outlet tee 14" below flow line. 0.08'/ft. install inlet tee cut-off one inch above outlet invert. 2. Provide 20" manholes over center of tank, 2. Install outlet pipes level 2 feet minimum. inlet and outlet with readily removable 3. Provide a minimum m sump of 6" below outlet invert. EL. 32.8 impermeable covers. No WATER ENCOUNTERED 3. Install access port over inlet and outlet 4• Install access port over "D" Box with precast concrete with precast concrete or equivalent watertight or equivalent watertight riser within 6" min. of final grade. riser within 6" min. of final grade. DEEP HOLE LOGS DEEP OBSERVATION HOLE # 1 TEST BY.• RICK JUDD DATE: 08/22/2019 From HOR. TEXTURE Surface COLOR REDOX. (MUNSELL) FEATURES STRUCTURE CONSISTENCY, OTHER 40' HTM Fill 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE W/TITLE 5 OF THE SANITARY CODE 6 ANY APPLICABLE 1,W C Fine to Medium Sand 2.5 Y 613 Loose, Single Grain, Variegated Colors BOTTOM OF PERC.: 78" in C -Layer RATE: < 2 Min / Inch WITNESS: P. Renaud, Yarmouth Health Department 2. C 2019 Moran Engineering Associates, LLC DESIGN GENERAL NOTES 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE W/TITLE 5 OF THE SANITARY CODE 6 ANY APPLICABLE 1. REQUIRED FLOW: 3 BEDROOMS X 110 GPD/B.R.= 330 GPD REGULATIONS. 2. PRIOR TO BACK FILLING THE INSTALLATION, THE DESIGNER 5 HEALTH AGENT SHALL BE NOTIFIED FOR INSPECTION. 2. SEPTIC TANK CAPACITY: 330 GPD X 2 = 660 GPD 3. ANY ALTERATIONS OF THIS DESIGN MUST BE APPROVED BY THE DESIGNER 6 BOARD OF HEALTH, IN WRITING. USE (1)1500- GALLON (H-10) SEPTIC TANK 4. SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER. 5. THE INSTALLER IS TO VERIFY THE LOCATION(S) OF UTILITIES, CESSPOOL(S) AND SEWER INVERTS PRIOR TO 3. LEACH FACILITY DESIGN: 30.0' X 10.0' X 2.0' (H-10) CONSTRUCTION. SIDE WALL AREA: 2 (30.0 + 10.0) X 2.0 X 0.74 GPD/SF = 118.4 6. ALL UNSUITABLE MATERIAL WITHIN 5 FT. IN ALL DIRECTIONS FROM THE SOIL ABSORPTION SYSTEM SHALL BE BOTTOM AREA: 30.0 X 10.0 X 0.74 GPD/SF = 222.0 REMOVED A REPLACED W/CLEAN, COARSE SAND. TOTAL: 340.4 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 MIN./IN. BEFORE 6 AFTER PLACEMENT. 340 GPD PROVIDED % 330 GPD REQUIRED 8. EXISTING CES5POOL(5) TO BE PUMPED AND BACK FILLED PER TITLE 5 ABANDONMENT PROCEDURES. 9. DURING INSTALLATION, THE CONTRACTOR I5 RESPONSIBLE TO PROVIDE A SAFE EXCAVATION AREA. USE: (3) 8.5' L X 4.8' W X 2.0' D CHAMBERS (H-10) WITH 2.25' 10. GROUND COVER OVER SEPTIC SYSTEM COMPONENTS SHALL NOT EXCEED 36". OF 3/4" TO 1-1/2" DOUBLE WASHED STONE ALONG ENDS AND 11. ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4" DIA. 2.6' ALONG SIDES. 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. F F PLAN PLACE MAGNETIC MARKING TAPE OVER ALL COMPONENTS. S 1TE AND SEWAGE PLAN CONSTRUCTION NOTES SUBJECT: 1 Mariners Lane Yarmouth Port, MA 1. CONTACT OFFICE (508-432-2878) A MINIMUM OF 48 HOURS PRIOR TO START OF PROJECT. 2. EXISTING SEWER ELEVATION I5 TO BE VERIFIED PRIOR TO THE INSTALLATION OF NEW SYSTEM COMPONENTS. PREPARED FOR., Michael King 3. REPLACE SEWER LINES BACK TO ORIGINAL CAST IRON OR PVC AS NEEDED. INSTALL TWO-WAY SWEEPS WITH 4" PVC CLEAN OUTS TO GRADE BETWEEN DWELLING AND PROPOSED SEPTIC TANK AS SHOWN. PROVIDE IRRIGATION ASSESSORSID: sir. CONTROL BOX COVERS OVER CLEAN OUTS. 132-87 1 SHEET 2 of 2 4. EXISTING CESSPOOLS ARE TO BE PUMPED A REMOVED ALONG WITH ALL CONTAMINATED SOILS WITHIN 5' OF PROPOSED SAS. 5. DESIGN ENGINEER IS TO VERIFY SOILS OF ALL SAS EXCAVATIONS PRIOR TO SYSTEM INSTALLATION. 6. DESIGN ENGINEER IS TO VERIFY SYSTEM INSTALLATION (LOCATIONS AND ELEVATIONS) PRIOR TO BACKFILLING. 7. COMPONENTS ARE TO BE WITHIN 3' OF FINISHED GRADE AND ARE TO HAVE A MINIMUM OF i' OF SOIL COVER. ACCESS MANHOLES ARE TO BE WITHIN 3"-6" OF FINISHED GRADE. B. ALL POST CONSTRUCTION LANDSCAPING DETAILS ARE TO BE BETWEEN INSTALLER AND PROPERTY OWNER OR AGENT. 08/26/2019 19-169 Moran Engineering Associates, LLC 941 Route 28 N PO Box 183 South Harwich, MA 02661 508-432-2878