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Home My WebLink AboutEngineered Plans - 2016Wells not shown exceed 150' from the proposed SAS I Bedrm Bath Kitchen Encl. BENCHMARK: EL. 50. 00 Porch - ASSUMED DATUM - cI I cI MAG NAIL SET Living Bedrm Bedrm Rm CI 1ST FLOOR PROPOSED RR TIE — RETA/N/NG WALL EXISTING FL DDR L A YDUT 50.36 0 µ ,�O FIVE FOOT OVER -DIG TO 50.40 EL. 47.10.t. INSPEC TION REQUIRED PRIOR TO FILL MAS P 34 PCO N 85'44'50" E 49.88 20.0' � , 49.58 0 49.72 J V.T I PROPOSED LEACHING FIELD 10.7't 49.7 r 30.5' LONG BY A 0' WIDE 3 -COLUMNS OF 4 -CUL TEC L CONTACTOR /OOHO (STONE -LESS) o '�1�3p ��'• 1 1 Y ItEXISTINGDWELLING49.45m WA 4' VENT W1 4-�,.�t' - �i • Stone 8510.61 S.F. Drive / I 195 , C. a � • • � DWELLING \4 �- W W /. SOIL ABSORPTION SYSTEM FLOOR TO ADJUSTED HIGH 40 MIL. POLY. LINER GROUND WATER ELEVATION.' M/W-29 ZONE A ON 2/20/6 EL. 4 9. 9 TO EL. 47.9 CLEAN-OUT AT 7.5 = l.2' ADJUSTMENT. PER LOCAL APPROVING AUTHORITY A 0.8' ADJUSTMENT MAYBE USED. A VARIANCE OF 0.4' IS REQUESTED. SEPTIC 8 WALL l" = 20' I 0 2016 MoRAN ENGINEERING Assomms., LLC. 48-HOUR PRE CONSTRUCTION NOTIFICATION IS REQUIRED 5CL0$ V Aft� \ 0 G R ; c " lid u o. Q4 L_ 0 O �J� GL 00 R' vi v N U; LA tQz N L 50.10 OF4�q�s 01 �� m co P�W�-jjjo*St -I %- 0 0 z (D ----- 50 0— c 0 Q 49.9 n t =zg - .i OH OVERHEAD UTILITY LINE �G -- ;, or — HYDRANT 5CL0$ V Aft� \ 0 G R ; c " lid u o. Q4 L_ 0 O �J� GL 00 R' vi v N U; LA tQz N L 50.10 OF4�q�s 01 �� m co P�W�-jjjo*St LEGEND TEST HOLE (8 EXISTING CESSPOOL q::p 'D° BOX -I %- 0 0 z (D ----- 50 0— c 0 Q X- OCUS a LEGEND TEST HOLE (8 EXISTING CESSPOOL q::p 'D° BOX SITE AND SEWAGE PLAN 92 EVERGREEN STREET SOUTH YARMOUTH, MA PREPARED FOR: EDWARD & LISA KELLEY 13 W WOODBINE DRIVE LONDONDERRY, NH 03053 PLAN BOOK 145, PAGE 67 Moran Engineering Associates, LLC P.O. Box 183 South Harwich, MA 02661 508-432-2878 MAP: 34 PARCEL: 51 JOB NUMBER: 16-005 SCALE: I' c 201 DATE: 3/1/2016 SHEET: I OF 2 MONO. PUMP CHAMBER 0 o MONO. SEPTIC TANK ----- 50 EXISTING CONTOUR 50. PROPOSED CONTOUR W WATER LINE OH OVERHEAD UTILITY LINE �G -- UNDERGROUND GAS LINE HYDRANT SITE AND SEWAGE PLAN 92 EVERGREEN STREET SOUTH YARMOUTH, MA PREPARED FOR: EDWARD & LISA KELLEY 13 W WOODBINE DRIVE LONDONDERRY, NH 03053 PLAN BOOK 145, PAGE 67 Moran Engineering Associates, LLC P.O. Box 183 South Harwich, MA 02661 508-432-2878 MAP: 34 PARCEL: 51 JOB NUMBER: 16-005 SCALE: I' c 201 DATE: 3/1/2016 SHEET: I OF 2 MONO. SEPTIC TANK EFFLUENT FILTER --[] POWER SUPPLY FOR ALARM ALARM EL. 50.70 rFILTER COVER TO BE WITHIN 6' OF GRADE I11��11�� ACCESS rTER 50-101TOP OF F�i PORTS / 18 FOUNDATION I I / RM .. 4" 5CH. 40 P.V.C. .: to SEPTIC TANK > = 0.02 MIN. EL. 47.40 EL, 48.00 3• MIN SET NEW EXIT LINE -=0.023- r J. 17.E EL. 47.65 ALL � GALLON 4.0' - MONO. . "::: 6' STONE O:.NE :.:B:.A-::S.:-E a .. i., i... ..' .: EL. 4307 ( ACME PRECAST CO. 1500 GALLON (H-10) MONOLITHIC 16' t PLUMBING PERMIT REQUIRED. A PLUMBING CHANGE IS REQUIRED. ALL PLUMBING IS TO BE IN ACCORDANCE WITH THE STATE PLUMBING CODE, 248 CMR 2.00 AND TOWN OF YARMOUTH. THE BUILDING SEWER (LINE) SHALL BE LAID ON A COMPACT FIRM BASE. PROVIDE A TWO DIRECTION CLEAN-OUT, ACCESSIBLE FROM SURFACE, BETWEEN THE DWELLING AND SEPTIC_ _ TANK. CLEAN-OUT CAP WITH A CONTROL BOX COVER TO SURFACE. MONO. PUMP CHAMBER MANHOLE WITH COVER TO GRADE TO BE LOCATED OVER PUMP FLOATS, a PIPE UNION FOR MAINTENANCE PURPOSES. COVER SHALL BE STEEL AND BOLTED TO COLLAR. kL. 50.70 47.40 5.17' : ACME PRECAST CO. 1000 GALLON (H-10) MONOLITHIC SEPARATE ELECTRIC LINES TO PUMP AND FLOATS "De BOX EL. 50.70 ACCESS PORT -,. CONTROL BOX COVER H. 40 PVC OR 50.70 SDR,35CPVC PIPE RISEN L. 50.70 4' SCH. 40 P.V.C. CHECK VALVE MILL 9' COYER AND MAX 56' COYER GATE VALVE EL.49.65 =i EL. HHH49.45 -2' PVC OUTLET EL. 48.65 \5/16' DRAIN HOLE EL.49 35 LEACH FACILITY CULTEC CONTACTOR IOOHD ELECTRICAL `PERMIT REQUIRED. ALL ELECTRICAL WIRING, FOR PUMP, ALARM AND EFFLUENT FILTER SHALL BE PLACED IN CONDUIT PROPOSED VENT DATE: 2117/16 W/ CHARCOAL 8-48. 55 I 780' EACH UNIT (INSTALLED) r 1 FILTER 0". - 4- PVC END CAP, END PLUG OR CLEANOUT, COLOR SOIL MIN 2% SLOPE 69.60 SIDaAttF HDR. TEXTURE INSPECTION PORTS -5 CONNECT AT ENDS OF 7.5' x 4 -UNITS + 0.50' LENGTH ADJUSTMENT (INSTALLED) TERFABRIC DISTRIBUTION LATERALS Granular -L.49.89 sD• INu LOa111Y Medium Sand B VENT - } Massive, very 6lable 9'1 kjFF 5.03' :L. 47.35 1 HOIST CHAIN -T{- 27' •ALARM LEVEL S CONTROL FLOATS j 24' • PUMP ON PUMP INVERT I ELECTRICAL `PERMIT REQUIRED. ALL ELECTRICAL WIRING, FOR PUMP, ALARM AND EFFLUENT FILTER SHALL BE PLACED IN CONDUIT 416- GALL ON EMERGENCY DATE: 2117/16 8-48. 55 I 780' EACH UNIT (INSTALLED) r 1 TIME: 13:00 0". 5 - COLOR SOIL CAPACITY 20'AOVE ALARM 69.60 SIDaAttF HDR. TEXTURE O'IUVSEUJ MOTTLING CONSISTENCY. OTHER 7.5' x 4 -UNITS + 0.50' LENGTH ADJUSTMENT (INSTALLED) 10' AP Leamy Sand 10YR 312 NO Granular 474A sD• INu LOa111Y Medium Sand 10YR 4!4 NO Massive, very 6lable 9'1 308' LENGTH INSTALLED 5.03' :L. 47.35 INSTALL FILTER FABRIC HOIST CHAIN -T{- 27' •ALARM LEVEL S CONTROL FLOATS j 24' • PUMP ON PUMP UNDER INLETS OF EACH EL.43.82 STARTER CHAMBER AS A I 21' • OFF NOTES FOR CULTEC SPLASH GUARD ADJUSTED HIGH GROUND WATER 1.) Must be a CerLCuteInstaller. S: . . F':%i:O•:::N:.E:.:-BA.::S :E PER LOCAL APPROVING AUTHORITY !L, 43,10 2.) Coltec No. 410 Filter Fabric a equal approved by Cullet required. 2'1 8.25' 1 12'1 ELECTRICAL `PERMIT REQUIRED. ALL ELECTRICAL WIRING, FOR PUMP, ALARM AND EFFLUENT FILTER SHALL BE PLACED IN CONDUIT 108' I C I File Send I 2.5Y 514 BUT. of Pam, W RATE: t 2 MIN/INCH WITNESS: PHIL RENAUD, YANtom HEALTH DEPARTMENT ESTIMATED HIGH GROUNDWATER CALCULATION (USGS/CCS METHOD) INDEX WELL: # MIW 29 ZONE: A DATE OF READING: 2/2016 DEPTH TO GROUNDWATER 7X GROUNDWATER LEVEL ADJUSTMENT: 1.20' ACTUAL GROUNDWATER LEVEL @ SITE EL= 43.02 ESTIMATED (MAX) HIGH GROUNDWATER LEVEL EL= 44.20 LOCAL AUTHORITY ESTIMATED (MAX) HIGH G.W. LEVEL EL= 43.82 SEPTIC TANK BOUYANCY CALCULATIONS: USE: ACHME 1500 -GALLON MONOLITHIC (H-10): WT. - 12.000 LBS. 1.15' x 5.67' X 10.83' - 70.61 CF 70.6 CF X 62.4 LBS UPLIFT - 4,405 LBS. 12,000 LBS PROVIDED > 4,405 LBS UPLIFT. PUMP CHAMBER BOUYANCY CALCULATIONS: USE: ACHME 1000 -GALLON MONOLITHIC (H-10): WT. - 6.700 LBS. 1.12' x 4.83' X 8.50' • 45.98 CF 46.0 CF X 62.4 LBS UPLIFT - 2,870 LBS. 6,700 LBS PROVIDED > 2,870 LBS UPLIFT. Q MORAN ENGINEERING ASSOCIA iss, LLC PUMP CHAMBER DETAIL NOT TO SCALE PUMP: USE MYERS SRM -4 ALARM IN HOUSE ON SEPARATE CIRCUIT CYCLES REQUIRED PER DAY = 5.4 DOSE VOLUME PER CYCLE REQUIRED = 62.4 GALLONS DOSE VOLUME PER CYCLE PROVIDED = 60.8 GALLONS DESIGN DATA LEACH FACILITY DESIGN: 12-CULTEC CONTACTOR 100 HD (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 -GPD PROVIDED > 330 -GPD REQUIRED 'D' BOX NOTES I. WHEN SYSTEM IS DOSED OR SLOPE OF INLET PIPE EXCEEDS 0.08'/FT. 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. CULTEC CROSS SECTION NATIVE SOIL - FILTER FABRI( TITLE 5 APPROVED FILI INVERT GENERAL NOTES 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 LOCATION(S) OF UTILITIES, CESSPOOL(S) AND SEWER INVERTS PRIOR TO CONSTRUCTION. 6.) ALL UNSUITABLE MATERIAL WITHIN 5 Fr. IN ALL DIRECTIONS FROM THE SOIL ABSORPTION SYSTEM SHALL BE REMOVED & REPLACED W/CLEAN, COARSESAND. 7.) ALL FILL MATERIAL UTILIZED FOR THE SOIL ABSORPTION SYSTEM SHALL BE CLEAN, COARSE SAND FREE FROM D1n ETERIGUS MATERIAL AND SHALL HAVE A PERCOLATION RATE OF LESS THAT 2 M1NJIN. BEFORE & AFTER PLACEMENT. 8J EXISTING CESSPOOLS) TO BE PUMPED AND BACK FILLED PER TITLE 5 ABANDONMENT PROCEDURES. 9.) DURING INSTALLATION, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SAFE EXCAVATION AREA. USE: 3 -ROWS OF 4-CULTEC CONTACTOR 10OHD. SET CHAMBERS SIDE BY 10.) GROUND COVER OVER SEPTIC SYSTEM COMPONENTS SHALL NOT EXCEED 36". 11.) ALL GRAVITY SEWER PIPE SHALL BE 4" DLI. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4" DIA SCH 40 PVC SHALL NOT BE SIDE. COVER ENTIRE FIELD WITH CULTEC 410 FILTER FABRIC. RUN FABRIC LFSs THEN om Fr/Fr. UNDER ENTIRE ENTRANCE ROW TO ACT AS A SPLASH GUARD. BACKFILL 12.) WHEREVER SEPTIC LINES CROSS WATER SERVICE LINES OR WHEN WATER SERVICE LINES COME WTTHIN 10' OF THE PROPOSED SAS: PIPES SHALL BE CLASS 150 PRESSURE PIPE & SHOULD BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. COORDINATE WITH LOCAL WATER DEPARTMENT. TO THE TOP OF COMPONENTS WITH CLEAN TITLE 5 FILL. PROVIDE THREE 13.) PLACE MAGNETIC MARKING TAPE OVER ALL COMPONENTS. INSPECTION PORTS PER PLAN. INSPECTIONS PORTS ARE REQUIRED TO HAVE IRRIGATION CONTROL BOX COVERS TO GRADE. CONSTRUCTION NOTES 1. CONTACT OFFICE (508) 432-2878 MINIMUM OF 2 -DAYS PRIOR TO START OF PROJECT. 2. A PLUMBING PERMIT IS REQUIRED. PLUMBING TO EXIT FRONT OF DWELLING. PROVIDE A CLEAN-OUT CAP, TO GRADE WITH A COVER, BETWEEN THE DWELLING AND SEPTIC TANK. 3. A SOIL OVER -DIG INSPECTION IS REQUIRED PRIOR TO PLACEMENT OF TITLE 5 APPROVED FILL. 4. RAISE SEPTIC TANK AND PUMP CHAMBER STEEL OUTLET COVERS TO GRADE. COVERS MUST BOLTED TO COLLAR. RAISE SEPTIC TANK INLET COVER, PUMP CHAMBER INLET COVER AND DISTRIBUTION BOX COVERS TO WITHIN 6' OF FINISHED GRADE. LEACHING FIELD REQUIRES THREE INSPECTION PORTS WITH IRRIGATION CONTROL BOX COVERS TO FINISHED GRADE. 5. LOAM AND SEED LAWN IMPACT AREAS. A FINAL GRADE INSPECTION IS REQUIRED. SEPTIC TANK INSPECTIONS: EFFLUENT FILTER WITH SMART ALARM. FILTER TO HAVE AN EXTENSION HANDLE FOR ACCESS. PUMP CHAMBER: EXTEND INLET TEE TO WITHIN 1.0' OF THE FLOOR OF THE CHAMBER. ALARM CONTROLS ARE NOT BE CONNECTED TO THE PUMP FORCE MAIN. ALARM CONTROLS TO BE ON A SEPARATE HANGER OR POLE. 2" FORCE MAIN TO EXIT THROUGH OUTLET RISER. PUMP CHAMBER IS REQUIRED TO BE WATER TESTED WITH HEALTH DEPARTMENT AND DESIGNER PRESENT. ��Lyy 92 Evergreen Street South Yarmouth, MA PREPARED FOR: Edward & Lisa Kelley MAP: 34I Not to Scale PARCEL: 51 3/1/16 I SHEET 2 of 2 Moran Engineering Associates, LLC 941 Main St., Harwich, MA PO Box 183, S. Harwich, MA 02661 508-432-2878 DATE: 2117/16 DEEP OBERVATION HOLE #1 TEST BY: RICK JUDD TIME: 13:00 0". Faoa COLOR SOIL STRMT� 69.60 SIDaAttF HDR. TEXTURE O'IUVSEUJ MOTTLING CONSISTENCY. OTHER 48.77 10' AP Leamy Sand 10YR 312 NO Granular 474A sD• INu LOa111Y Medium Sand 10YR 4!4 NO Massive, very 6lable 108' I C I File Send I 2.5Y 514 BUT. of Pam, W RATE: t 2 MIN/INCH WITNESS: PHIL RENAUD, YANtom HEALTH DEPARTMENT ESTIMATED HIGH GROUNDWATER CALCULATION (USGS/CCS METHOD) INDEX WELL: # MIW 29 ZONE: A DATE OF READING: 2/2016 DEPTH TO GROUNDWATER 7X GROUNDWATER LEVEL ADJUSTMENT: 1.20' ACTUAL GROUNDWATER LEVEL @ SITE EL= 43.02 ESTIMATED (MAX) HIGH GROUNDWATER LEVEL EL= 44.20 LOCAL AUTHORITY ESTIMATED (MAX) HIGH G.W. LEVEL EL= 43.82 SEPTIC TANK BOUYANCY CALCULATIONS: USE: ACHME 1500 -GALLON MONOLITHIC (H-10): WT. - 12.000 LBS. 1.15' x 5.67' X 10.83' - 70.61 CF 70.6 CF X 62.4 LBS UPLIFT - 4,405 LBS. 12,000 LBS PROVIDED > 4,405 LBS UPLIFT. PUMP CHAMBER BOUYANCY CALCULATIONS: USE: ACHME 1000 -GALLON MONOLITHIC (H-10): WT. - 6.700 LBS. 1.12' x 4.83' X 8.50' • 45.98 CF 46.0 CF X 62.4 LBS UPLIFT - 2,870 LBS. 6,700 LBS PROVIDED > 2,870 LBS UPLIFT. Q MORAN ENGINEERING ASSOCIA iss, LLC PUMP CHAMBER DETAIL NOT TO SCALE PUMP: USE MYERS SRM -4 ALARM IN HOUSE ON SEPARATE CIRCUIT CYCLES REQUIRED PER DAY = 5.4 DOSE VOLUME PER CYCLE REQUIRED = 62.4 GALLONS DOSE VOLUME PER CYCLE PROVIDED = 60.8 GALLONS DESIGN DATA LEACH FACILITY DESIGN: 12-CULTEC CONTACTOR 100 HD (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 -GPD PROVIDED > 330 -GPD REQUIRED 'D' BOX NOTES I. WHEN SYSTEM IS DOSED OR SLOPE OF INLET PIPE EXCEEDS 0.08'/FT. 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. CULTEC CROSS SECTION NATIVE SOIL - FILTER FABRI( TITLE 5 APPROVED FILI INVERT GENERAL NOTES 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 LOCATION(S) OF UTILITIES, CESSPOOL(S) AND SEWER INVERTS PRIOR TO CONSTRUCTION. 6.) ALL UNSUITABLE MATERIAL WITHIN 5 Fr. IN ALL DIRECTIONS FROM THE SOIL ABSORPTION SYSTEM SHALL BE REMOVED & REPLACED W/CLEAN, COARSESAND. 7.) ALL FILL MATERIAL UTILIZED FOR THE SOIL ABSORPTION SYSTEM SHALL BE CLEAN, COARSE SAND FREE FROM D1n ETERIGUS MATERIAL AND SHALL HAVE A PERCOLATION RATE OF LESS THAT 2 M1NJIN. BEFORE & AFTER PLACEMENT. 8J EXISTING CESSPOOLS) TO BE PUMPED AND BACK FILLED PER TITLE 5 ABANDONMENT PROCEDURES. 9.) DURING INSTALLATION, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SAFE EXCAVATION AREA. USE: 3 -ROWS OF 4-CULTEC CONTACTOR 10OHD. SET CHAMBERS SIDE BY 10.) GROUND COVER OVER SEPTIC SYSTEM COMPONENTS SHALL NOT EXCEED 36". 11.) ALL GRAVITY SEWER PIPE SHALL BE 4" DLI. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4" DIA SCH 40 PVC SHALL NOT BE SIDE. COVER ENTIRE FIELD WITH CULTEC 410 FILTER FABRIC. RUN FABRIC LFSs THEN om Fr/Fr. UNDER ENTIRE ENTRANCE ROW TO ACT AS A SPLASH GUARD. BACKFILL 12.) WHEREVER SEPTIC LINES CROSS WATER SERVICE LINES OR WHEN WATER SERVICE LINES COME WTTHIN 10' OF THE PROPOSED SAS: PIPES SHALL BE CLASS 150 PRESSURE PIPE & SHOULD BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. COORDINATE WITH LOCAL WATER DEPARTMENT. TO THE TOP OF COMPONENTS WITH CLEAN TITLE 5 FILL. PROVIDE THREE 13.) PLACE MAGNETIC MARKING TAPE OVER ALL COMPONENTS. INSPECTION PORTS PER PLAN. INSPECTIONS PORTS ARE REQUIRED TO HAVE IRRIGATION CONTROL BOX COVERS TO GRADE. CONSTRUCTION NOTES 1. CONTACT OFFICE (508) 432-2878 MINIMUM OF 2 -DAYS PRIOR TO START OF PROJECT. 2. A PLUMBING PERMIT IS REQUIRED. PLUMBING TO EXIT FRONT OF DWELLING. PROVIDE A CLEAN-OUT CAP, TO GRADE WITH A COVER, BETWEEN THE DWELLING AND SEPTIC TANK. 3. A SOIL OVER -DIG INSPECTION IS REQUIRED PRIOR TO PLACEMENT OF TITLE 5 APPROVED FILL. 4. RAISE SEPTIC TANK AND PUMP CHAMBER STEEL OUTLET COVERS TO GRADE. COVERS MUST BOLTED TO COLLAR. RAISE SEPTIC TANK INLET COVER, PUMP CHAMBER INLET COVER AND DISTRIBUTION BOX COVERS TO WITHIN 6' OF FINISHED GRADE. LEACHING FIELD REQUIRES THREE INSPECTION PORTS WITH IRRIGATION CONTROL BOX COVERS TO FINISHED GRADE. 5. LOAM AND SEED LAWN IMPACT AREAS. A FINAL GRADE INSPECTION IS REQUIRED. SEPTIC TANK INSPECTIONS: EFFLUENT FILTER WITH SMART ALARM. FILTER TO HAVE AN EXTENSION HANDLE FOR ACCESS. PUMP CHAMBER: EXTEND INLET TEE TO WITHIN 1.0' OF THE FLOOR OF THE CHAMBER. ALARM CONTROLS ARE NOT BE CONNECTED TO THE PUMP FORCE MAIN. ALARM CONTROLS TO BE ON A SEPARATE HANGER OR POLE. 2" FORCE MAIN TO EXIT THROUGH OUTLET RISER. PUMP CHAMBER IS REQUIRED TO BE WATER TESTED WITH HEALTH DEPARTMENT AND DESIGNER PRESENT. ��Lyy 92 Evergreen Street South Yarmouth, MA PREPARED FOR: Edward & Lisa Kelley MAP: 34I Not to Scale PARCEL: 51 3/1/16 I SHEET 2 of 2 Moran Engineering Associates, LLC 941 Main St., Harwich, MA PO Box 183, S. Harwich, MA 02661 508-432-2878