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HomeMy WebLinkAboutEngineered Plan - Rev. 2017I CONSTRUCTION N T 1 SN.T,S Floor TOP OF FOUNDATION ` FLOW PROFILE 0 E S EL= 11.5_ Bed 2 24" diameter concrete covers NOT TO SCALE 1•) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (310 CMR 15.000): raised to within 6 of finish grade (or as noted) 30" diameter cast iron cover Install alarm &control STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND th raised to within 6of finish grod box on bldg. EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT Both W/D (or as noted) AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATION S1 oEL=8.7± EL=8.0± EL= 8.0± CIOS 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR \\\\/ ��\\\/\\j VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. Fo;ts 5r on be installed Bed 1 so they an be reached 7� ms's .i 7. 8 C ± from mpnhole cover 7 g (�J 3 3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS AND D -BOX SHALL BE INSTALLED ON A STABLE , C7J �' x MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. Living "� (- 4, COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND 7 15 6 98 6.82 yly THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN 6" OF FINAL GRAPE. LEACHING 7 0± 6.4 " 500 DB -3 6.5 FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS ANHOLES SHALL Existing i - 6.1 -5 9 Go[ H-20 Rated ( ) HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED F o �t f ALARM ON LEVEL CHECK VALVE TWENTY NINE 29 INFILTRATOR ARC 36LP VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC LEACH CHAMBERS IN BED Bed 3 d�I PUMP ON LEVEL s, 1/4" WEEP HOLE D -B OX CONFIGURATION WITH FOUR (4) ROWS MARKING TAPE, ACCESSIBLE TO WITHIN 3" OF FINAL GRADE, P I a n VI e W GAS BAFFLE PUMP OFF LEVEL j SEWAGE PUMP, GOURDS OF SIX (6) CHAMBERS AND ONE 5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT, PIPE SHALL BE LAID ON A Office N.T.S. 18'± I & EFFLUENT FILTER Model 2 WD 1/3 HP MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, 6" STONE BASE (OR EQUIVALENT) ROW OF FIVE (5) CHAMBERS 5.0,± AND NOT LESS THAN 1% OTHERWISE. Kitchen 26.25 2 1 t 3/4- TO 1-1/2" DIA. 6,) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 Both PROPOSED 1,500 F--5'± +-12' -a LEACH CHAMBERS PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT, UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED Q H-20 GALLON (END VIEW) AT END OR AS NOTED. Dining \ d SEPTIC TANK H-20 500 GALLON 12' 7. LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO 2 FEET BEFORE �j PUMP CHAMBER Longest Run () FP J Adjusted High Ground Water PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO Per Dept. Health 4/12/17 EL -1.5 ASSURE EVEN DISTRIBUTION. I Living Ground Water EL -0.6± 8,) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES 31,5' 4" Obs Port PUMP NOTES & REQ U I R E M E N TS: IN ORDER TO PROVIDE A WATERTIGHT SEAL. w/screw cop to Bottom Test Hole EL= -1.7 {5.80) within finish grode 1,) USE GOULDS PUMPS OR EQUIVALENT, CAPABLE OF PASSING A 2" SOLID. 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE -- r<5.62) DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. 2nd Floor _ 2.) ALARM SHALL BE A RED WARNING LIGHT WITH AUDIBLE ALARM LOCATED °N THE BUILDING J �C / r II BEING SERVED. c N. T. S. ' / (5 47)���CCCC It a 3.) THE CORDS FOR THE FLOATS SHALL BE ONE CONTINUOUS PIECE FROM THE PUMP > 10. IN ACCORDANCE WITH 310 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH p / _ /y MAGNETIC MARKING TAPE. 5 9E ` ` `` (5.03) 40, OLI d CONDUIT. TO THE DISCONNECT PULL BOX THE CORDS SHALL BE ENCASED W 2-1/2" TO 3" Heritage a Drive aoi Sea 11,) THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM. I wfCle w 4.) ALARM AND PUMP TO BE WIRED TO DIFFERENT CIRCUITS. U? Gull Rood / 5. d'/ 5.) ALL PUMP, WIRING, ALARM, AND FLOAT INSTALLATIONS SHALL CONFORM TO 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF MASSACHUSETTS STATE PLUMBING AND MASSACHUSETTS STATE ELECTRICAL CODES AS WELL THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT EI / - ` AS TO MANUFACTURER'S SPECIFICATIONS. O A„ / � � cn ,,. ..alio Lane USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. i / / I �` S 77 31, _ Cove Road 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS i / (�/ 5) 1g5 6640 E �5.a7)- _ Moss Road CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE / E Y-' , ` Quail DESIGNER. / '���� 14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE (t X0(8) i{\ 2)i BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE I (�/0) Corner Concrete \ Lewis SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT �\ ° 9 TBM EL 8.32 / \ Bay S�°llOp Roo AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. Perc test ) ` - ( ) / \ 15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR 6.5) 4_(6 ` �E - \ L OCUS DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TOti (6- 0� \ / / ! \ c COMMENCEMENT OF ANY WORK, THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIGSAFE, x.3) ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT, tj Obs Hole �� /(7 7) 16.) CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER Nantucket ATER TESTING .�� ^ � in u. (6. i - � _ . / - _ _ _.: _ , _ _ _ ._.. •. -- � o Sound WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. p� S a \Y-� % \ / R = 25.00' � 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY ,`per 8 Pine \ F/ �, / I / L = 52,04' SEPTIC SYSTEM COMPONENTS. / \ / / Gia r age LOCUS M A P 18.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE 7. ) EX'Afroutn ' D 7)p� j' Slab EI g 8.4 I / + I i° s" A (s. I 1 N.T.S. VARIABLE AND TEST HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS, IF to/ EL 3.3 (7 0 f / Lot l 19 , / SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO INSPECT THE / See Not� (8.1) I SOILS PRIOR To PROCEEDING WITH INSTALLATION of ANY SEPTIC COMPONENTS. / #1�{ .7 / ( ?Os,� , E / / / 27)189± S Ft. //(4.07) 1.) Assessor's Map 14 Parcel 31 19.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH 8 4 CLEAN SAND AND {6.5 yj\2nd { ) / 2. D1252131 ABANDONED IN PLACE OR REMOVED AS REQUIRED. AREA TO BE COMPACTED TO MINIMIZE SETTLING. / 16" Clum / /` ] 6 0) q ;I /�(6.•) I 'Deck / / ) ( / � / , ��` 1 � / / � / 3.) L.C. Plan 14426H Sht 1 Lot 19 7.2) l 14" oak / { / // �) Elec8'1� I' (8.9)/ (7.a) / / (4.3)/ r� 4.) This property is not in the State l 5/r, Q / Approved Zone II Water District EXCAVATION NOTES s„ r'^� (��T' ��0 Hou e 5 / / / o 0 5.) Bench Mark Elevation NAVD88 1 o dote/Alar 3 Bedrooms / /� / / / © = EL = 6.79 MON 9 EXCAVATE ALL MATERIAL ABOVE SOIL HORIZON C (SEE DEEP OBSERVATION �o1.4 1 g / 2nd FL TOF E` = 11.5 / / # HOLE LOG) 'AT APPROXIMATE ELEVATION 3.3 , FOR A LATERAL DISTANCE OF 5' 6'6) y \ Deck Cellar FI = 7. / / / / // _ 6.) This property is in Flood Zone AE (WHERE POSSIBLE) IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF -THE LEACHING AREA. 1) / 1 _ 2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC 7 (8.2) / Bat = 11.0 Map 25001 C0588J f�•0 � / i/ Date: 07/16/2014 MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE TEXTURAL 6.4) \ (7.6) CRITERIA PUT FORTH IN SECTION 15.255(3) of TITLE 5. \ (5.0, 3) SCARIFY THE BOTTOM SURFACE OF THE EXCAVATION PRIOR TO PLACEMENT \ 6 8, / (4.19) OF FILL INTO THE RETAINING STRUCTURE. \ \ / / / 0 .r►"��1 OF 4) PLACE FILL ONLY WHEN BOTTOM SURFACE IS DRY. 6.2) / �o/ / / S e w a g e D i s p o s a I S ys t e �� ©� , SYSTEM DESIGN CALCULATIONS SEWAGE DESIGN FLOW REQUIRED: 3 BEDROOM DWELLING @ 110 GPD / BEDROOM = 330 GPD REQUIRED SEWAGE DESIGN FLOW PROVIDED: _TWENTY NINE (29) INFILTRATOR ARC UNITS IN BED CONFIGURATION IN FOUR ROWS OF SIX (6) ,UNITS AND ONE ROW OF FIVE (5)UNITS CAPACITY = 29 UNITS X 5' LONG X 4.73' SF/LF = 685.85 SF (MINIMUM 29 UNITS) 685.85 X 0.74.'= 507.52 GPD 507.52 GPD PROVIDED > 330 GPD REQUIRED SEPTIC TANK CAPACITY REQUIRED: 330 GALLONS X 200% SEPTIC TANK CAPACITY PROVIDED: PROPOSED 1,500 GALLON PROVIDED A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW i INSPECTION NOTE: PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. N OF M1 TEPHEP B. MOORE �P�J//)7 Test Hole #1 (EL=6.3±) I E-3 I rI ULE_ LU VJ Depth Elev. Layer Soil Class Soil Color Comments 0"-14" 5.1 A Loamy Sond 10YR 3/2 14"-36" 3.3 B Loomy Sand 1OYR 5/6 64" 1,0 Mottling 36"-96" -1,7 C Med Sand 2.5Y 6/3 GROUNDWATER ENCOUNTERED AT 68" EL = 0.6 DATE OF TESTING: 04/12/17 SOIL EVALUATOR: SCOTT MCGANN BOARD OF HEALTH AGENT: AMY VON HONE PERCOLATION RATE: 2 MIN/INCH IN "C" LAYER AT 57" --,/(4.34) Prepared for: A. / �AcGANi�# ff, s: / °/ Denise A Long, Tr p No.1224 . O XC ��? / �r 5 Quail Road West Yarmouth, MA 60 Date: May 5, 2017 Scale: 1" = 20' ////W Prepared by: All Cape Septic LLC 618 Route 28 West Yarmouth, MA 02673 1 (508) 771-4200 Email: ollcopeseptic@gmail.com Vhrrnpo�ju;t Healtl€a DwiIr dzrw'� 1 - // � / GRAPHIC SCALE 20 0 10 20 40 so ( IN FEET ) IRev: 06/08/17 Filter, Colc's 1 inch = 20 ft.