The URL can be used to link to this page

Home My WebLink About8 Miracle Site PlanGENERAL NOTES: A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM UNLESS H-20 COMPONENTS ARE USED. B.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. CONSTRUCTION NOTES: 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 2.) SEPTICTANK(S), GREASE TRAP(S), DOSING CHAMBER(S) AND DISTRIBUTION BOX(ES) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE. 3.) SEPTIC TANK(S) SHALL MEET ASTM STANDARD C1127-93 AND SHALL HAVE AT LEASTTHREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN 6" OF FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. 6.) PIPING SHALLCONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 1%, 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT LINE SHALL BE CAPPED AT END OR AS NOTED. 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION BOX TO ASSURE EVEN DISTRIBUTION. 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6" MEASURED BELOW THE OUTLET INVERT. 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4" TO 1-1/2" DOUBLE WASHED NATIVE STONE FREE OF IRON, FINES AND DUST AND SHALL BE INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE SOILABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH FILTER FABRIC OR APPROVED EQUIVALENT. 11.) VENT SOILABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET, WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. 12.) SOILABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). 13.) FINISH GRADE SHALL BE A MAXIMUM OF 36" OVER THE TOP OF ALL SYSTEM COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER OF 9". 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP- TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH AREA FOR ALLACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. PUMP CHAMBER FLOAT DET L: NOT TO SCALE Inlet EL=54.95 Storage Volume i (27" - 794 Gallons) 1 Alarm ON b 51" Cycle Volume (3"- 88 Gallons) �\ Pump ON/OFF 15" Sump Bottom of Tank *FLOAT INSTALLATION NOTESI 1.) FLOATS SHALL BE INSTALLED WITH A CABLE WEIGHT OR TETHERED TO DISCHARGE LINE WITH A MOUNTIN N 2.) FLOATS SHALL BE INNST LFD_SO THATTH ACCESSED FROM OUTLET MANHOLE COVER. 3.) FLOATS MUST BE INSTALLED SO THAT THEY ARE FREE TO MOVE THROUGHOUT IT'S TRAVEL AND NOT CONTACT THE PUMP BODY, PIPING, OR OTHER OBJECTS, SOIL TEST LOGS: TEST HOLE 1: EL=61.0± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-9 A Fine Loamv Sand 10YR3 2 NONE 9-24 B Loamy Sand 10YR6 8 NONE 24-144 C1 Coarse Sand 10YR7 6 I NONE PERC P 68"• <2 MIN IN TFST HOLE 2: EL=61.0± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-8 A Fine Loamv Sand 10YR3 2 NONE 8-23 B Loamy Sand 10YR6 8 NONE 23-140 C1 Coarse Sand 10YR7 6 NONE TFST HOI F q- FI =F1 -n+ DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-8 A Fine Loamy Sand 10YR3 2 NONE 8-24 B Loamy Sand 10YR6 8 NONE 24-132 C1 I Coarse Sand I 10YR7 6 I NONE PERC @ 70"; <2 MIN IN TEST HOLE 4: EL=61.0± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-9 A Fine Loamy Sand 10YR3 2 NONE 9-25 B Loamy Sand 10YR6 8 NONE 25-132 1 C1 I Coarse Sand I 10YR7 6 I NONE DATE OF TESTING: 10/25/2023 PERCOLATION RATE: LESS THAN 2 MIN/INCH IN'C1' LAYER. WITNESSED BY. ROBERT REEDY, P.E., J.M. O'REILLY & ASSOCIATES, INC. BARRY LEWIS, YARMOUTH HEALTH DEPARTMENT NO WATER ENCOUNTERED USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. SYSTEM DESIGN CALCULATIONS: SEWAGE DESIGN ,Q4 4 EDRO M D ELLIINGI@ 110 GPD = 440 GP 011r, (j ru0 LEACHI 4 BEDROOMS (MAX.) 11GP[) = 440 GOD REQUIRED SEPTIC TANK CAPACITY REQUIREDI \� D I.FLO = PD 0° =b80GA . EQUIRED SEPTIC TANK CAPACITY PROWDEDi - 1500 GALLON SEPTIC TANK MIN, ALL WED) LEACHING CAPACITY PROVID ONE .5 X . X 2. LEA HING CHAMBER CAN LEACH: Vt=I(33.5 X 12.83) + (33.5 X 2.0)2 + (12.83 X 2.0)2] X 0.74 GPD/SF=455.10 GPD ��455�CZPD> PD RE IRED NOTE: AARBAGE DISPOSALS OT ERMITTED WITH THIS DESIGN. INSTALLi \ ONE 1 150 PHU LANK ONE (1)-� 5 GALLON PUMP CHAMBER ONE (1)- U TY 250 SERIES 1/3 HP EFFLUENT -PUMP OR APPROVED EQUAL W/ ALARM & FLOATS ONE (1)- 0-0UTLET DISTRIBUTION BOX H-20 RATED) THREE (3),500 GALLOIV'�EACH CHAMBE TH 4' OF NATIVE STONE ALL AROUND ONE (1)- MbS.�R00 NT CAP BY SWEET -AIR ,PIUMP NOTES & REQUIREMENTS: 1.) ALARM SHALL BE A RED WARNING LIGHT WITH AUDIBLE ALARM LOCATED'd�� THE BUILDING. 2.) THE CORDS FOR THE FLOATS SHALL BE ONE CONTINUOUS PIECE FROM THE PUMP CHAMBERTO THE DISCONNECT PULL BOX. THECORDS SHALL BE ENCASED IN 3" ELECTRICAL CONDUIT. 3.) ALARM AND PUMP TO BE WIRED TO DIFFERENT CIRCUITS, 4.) ALL PUMP, WIRING, ALARM, AND FLOAT INSTALLATIONS SHALL CONFORM TO MASSACHUSETTS STATE PLUMBING AND MASSACHUSETTS STATE ELECTRICAL CODES AS WELL YaSTO MANUFACTURER'S SPECIFICATIONS. 5.),PUMP SHALL BE LIBERTY 250 SERIES 1/3 HP EFFLUENT PUMP (OR EQUAL), j 1 ROOF RUNOFF DOWNSPOUT SECTION: NOT TO SCALE PROPOSED DOWNSPOUT (SEE ARCHITECTURAL PLANS FOR DETAILS AND LOCATIONS) ADS DOWNSPOUT ADAPTER FINISH GRADE PROPOSED 6" ADS HDPE'T' CONNECTION MINIMUM 0% PITCH 6" ADS HDPE TO LEACHING PROPOSED 6" ADS HDPE 90° DRIVEWAY PAVEMENT SECTION: NOT TO SCALE REQ_UI_RED___ ACCE55 PRUNING __ (12' TALL X 14' WIDE) I I I I i 10' (ACCESS) 2, 20' (PARKING) 21 P 1/4" PER FOOT PITCH 0 1" FINISH COVER (ROLLED) 1.5 BINDER COURSE (ROLLED) 4" DENSE GRADE CRUSHED STONE BASE (14' WIDE) (MIN) 4" CLEAN SAND (SUB -BASE) ALL DRIVEWAY FILL SHALL BE CLEAN SAND PLACED IN (MAX) 6" LIFTS AND COMPACTED TO 95% DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST SAS DETAIL: SCALE: 1" = 10' ) COVER TO BE BUILT UP TO J 6" OF FINISH GRADE (SEE PROFILE) INSPECTION NOTE: PRIORTO FINAL INSPECTION BY THE ENGINEER, SYSTEM NEEDS TO FLOW PROFILE: BE COMPLETE INCLUDING BUILDUP FOR COVERS. NOT TO SCALE (1) 30" DIAMETER COVER [ TOTAL OF (5): (2) ST, (1) DB, (1) PC, (1) SAS ] RAISED TO FINISH GRADE 4" PVC VENT 21" DIAMETER CONCRETE COVERS & MUSHROOM CAP BY "SWEE*IR" RAISED TO WITHIN 6" OF FINISH j LOCATION TO BE TOP OF FOUNDATION GRADE (OR AS NOTED) 36' MIN APPROVED BY OWNER (SEE NOTE #5) Proposed EL=60.2± Proposed EL= 60.0± Proposed EL=58.0± Proposed EL=58.0± 56.4+ 10" 14' 4'0" T �55.00 154.95 GAS BAFFLE 1500 GALLON2 SEPTIC TANK Check Valve Gate Valve Alarm ON Iff 3/8" Bleeder - Hole 1' Floats shall be installed so they can be reached from manhole cover. 71 1500 GALLON \ LUMP CHAMBER 2" PVC TEE PITCH *2" dia. Force Main SCH 40 PVC 58.75 j 54 S5 ' 158' DB-3 D-BOX H-20 12" Proposed (9" Min- 36" Max) FILTER FABRIC 3/4"-1-1/2" NATIVE STONE 2" DRDP �56,25 USE (3) SHOREY PRECAST 500GALLON LEACH CHAMBERS 35.8'± Longest Run WITH 4' OF NATIVE STONE AROUND 15` (END VIEW) LEACHING CHAMBER iEL=20.4± PERCHED GROUNDWATER, TEST HOLES 3 AND 4, LOT 14 (8 FAITH ROAD) 33.5'x 12.83'x 2.0' 6" ADS HDPE FROM ROOF PIPE SHALL EXTEND 12" INSIDE CHAMBERS ROOF RUNOFF LEACHING SECTION: 1-1/2" WASHED STONE SURROUNDING CHAMBERS OPEN SPACE NOT TO SCALE CULTEC NO.410 NON -WOVEN GEOTEXTILE (OR APPROVED EQUAL) AROUND TOP AND SIDES OF STONE. 6" MINIMUM / NATURALLY COMPACTED FILL �-10.5' x 6.33' LEACHING FACILITY - ONE (1) CULTEC RECHARGER 330XLHD HEAVY DUTY CHAMBER WITH 1' STONE AROUNDAND 6" STONE ABOVE AND BELOW.. CULTEC NO.4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH ALL INLET PIPES (FOR SCOUR PROTECTION) ROOF RUN-OFF NOTES: 1.) ALL ROOF GUTTERS SHOULD BE DIRECTLY CONNECTED TO LEACHING FACILITIES USING 6" ADS PIPE, 2.) DWELLING SHALL UTILIZE A TOTAL OF (2) CULTEC RECHARGER 330XLHD STORMWATER LEACHING UNITS, SPLIT INTO (2) 10.5' x 6.33' LEACHING FACILITIES. 3.) LEACHING FACILITIES SHALL BE SET WITHIN A CLEAN SAND BASE WITH ANY UNSUITABLE SOILS AND/OR ORGANIC MATERIAL REMOVED. CHAMBERS SHALL BE SURROUNDED BY 6" STONE ONTOP AND BOTTOM, 12' STONE ON SIDES. \51 O'REILLY `• CIVtL �' C2'REILLY �+ NO.36200 NO.4733 h'AL s 0 20 40 60 SCALE 1"=20' G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A YARMOUTHPORT\DWG\8807.SDS Plans.dwg as ao co a 0) 0) Y O O m c cn a :ACHING FACILITY, TYPICAL i NOTES)