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Home My WebLink About5 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 UNDERGROUNDAND 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.) SEPTIC TANK(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 TANKTO 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 SHALL CONSIST 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 BOXTO 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), 11) 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. SAS DETAIL: SCALE: 1" = 10' FLOW PROFILE: NOT TO SCALE I TOTAL OF (4): (2) ST, (1) DB, (1) SAS I 21" DIAMETER CONCRETE COVERS RAISED TO WITHIN 6" OF TOP OF FOUNDATION FINISH GRADE (OR AS NOTED) EL=55.0± (SEE NOTE #5) Proposed EL=53.8± 0ri A 52.00 51.7 H 110" 10" 14" 3"T 4'T GAS BAFFLE - 12' 1500 GALLON SEPTIC TANK D-13UX SOIL TEST LOGS: rn ni DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-10 A Fine Loamy Sand 10YR3 2 NONE 10-24 B Loamy Sand 10YR7 6 NONE 24-60 C1 Sandy Loam 10YR7 4 NONE 60-132 C2 Medium- Coarse Sand 10YR6 8 NONE 1 PERC @ 64"• <2 MIN IN I LJI I IVLL L. LL�Jv.ve DEPTH FROM SURFACE SOIL HORIZON SOIL TEXTURE SOIL COLOR SOIL MOTTLING OTHER (INCHES) (USDA) (MUNSELL) 0-10 A Fine Loamy Sand 10YR3 2 NONE 10-25 B L2a mv Sand 10YR7 6 NONE 25-59 Cl Sandy Loam 10YR7 4 NONE 59-132 C2 I Medium- Coarse Sand 10) $ NONE DEPTH FROM ` SURFACE SOIL V HORIZON SOIL TEXTURE SOIL COLOR SOIL MOTTLING OTHER (INCHES) (USDA) (MUNSELL) 0-10 A Fine Loamy Sand 10YR3 2 NONE 10-24 B Loamy Sand 10YR7 6 NONE 24-39 Cl tSandy Loam 10YR7 4 NONE 39-126 C2 Medium- Coarse Sand 10YR6 8 NONE PERC 48" <2 MIN IN LJI IVLL-r DEPTH FROM SURFACE SOIL HORIZON SOIL TEXTURE SOIL COLOR SOIL MOTTLING OTHER (INCHES) (USDA) (MUNSELL) 0-10 A Fine Loamy Sand 10YR3 2 NONE 10-26 B Loamy Sand 10YR7 6 NONE 26-40 Cl ESa:ndy Loam 10YR7 4 I NONE 40-126 C2 I Medium- Coarse Sand 10YR6 8 NONE DATE OF TESTING: 10/25/2023 PERCOLATION RATE: LESS THAN 2 MIN/INCH IN'C2' 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 FLOWi BEDROOM D LEACHTNG CAPACITY REQUIREDi I BEDROOM MAX.) @ 11 GPD= 0 GPl REQUIRED SEPTIC TANK CAPACITY REQUIRE i / DAILY FLO = 44 GPD 200% 880 GAL�EQUIRED SEPTIC TANK CAPACITY PROVIDEDi 1500 GALLON SEPTIC TANK MIN. ALLOWED) LEACHING CAPACITY PROVIDEDi ONE 1 33.5 X 2. 3 2.0 LEACHING CHAMBER CAN LEACH: Vt=[(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-GP-D>440 GPD REQUIRED NOTE: A�GARBAGE DISPOSAL IS NOT RMITTED WITH THIS DESIGN. INSTAL6 ONE 1 - 1500 GALLON SEPTIC TA K ONE (1*-, 3 OUTLET DISTRIBUTION OX (H-20 RATED) THREE (3%500 GALLON LEACH COAMBERS WITH 4' OF NATIVE STONE ALL AROUND _.._ ) COVER TO BE BUILT UP TO WITHIN 6" OF FINISH GRADE INSPECTION NOTE: PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. 51.45 \_ 2" 1 2' -BOX H-20 ROOF RUNOFF DOWNSPOUT SECTION: NOT TO SCALE PROPOSED DOWNSPOUT --- - '-- --'- / (SEE ARCHITECTURAL PLANS -i FOR DETAILS AND LOCATIONS) i 1 I -ADS DOWNSPOUT ADAPTER PROPOSED 6" ADS HDPE'T' CONNECTION PROPOSED 6" ADS HDPE FINISH GRADE MINIMUM 0% PITCH 6" ADS HDPE TO LEACHING DRIVEWAY PAVEMENT SECTION: NOT TO SCALE _REQUIRED _ACCE_55 PR_UN/NG_ZONE _ r (1ZTALLX14`W/DEJ I � � I i 10' (ACCESS) i 2' 20' (PARKING) 2' C I PER FOOT I •1� 1/4" PITCH 'L 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 ad EL=53.8± _- --Proposed EL=54.0± 26" Proposed 51.8± (9" Min- 36" Max) FILTER FABRIC 51.00 3/4"- 1-1/2" NATIVE STONE _ N N 49.00 USE THREE (3) SHOREY PRECAST 500 GALLON LEACH CHAMBERS 28.6'± Longest Run WITH 4' OF NATIVE STONE AROUND -- 15 (EN DVIEW) EL=20.4±PERCHED GROUNDWATER LEACHING CHAMBER , TEST HOLES 3 AND 4, LOT 14 (8 FAITH ROAD) 33.5'x 12.83'x 2.0' OPEN SPACE _y 6" ADS HDPE FROM ROOF PIPE SHALL EXTEND 12" INSIDE CHAMBERS ROOF RUNOFF LEACHING SECTION: NOT TO SCALE 1-1/2" WASHED STONE SURROUNDING CHAMBERS FINISH GRADE CULTEC NO.410 NON -WOVEN GEOTEXTILE (OR APPROVED EQUAL) AROUND TOP AND SIDES OF STONE. 6" MINIMUM / NATURALLY COMPACTED FILL .5' \-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) PERMEABLE SOIL (50% SAND, 50% LOAM) FILTER FABRIC 3/4" TO 1-1/2" STONE NATIVE SOIL SUB -BASE - FREE FROM LOAM / ORGANIC MATERIAL 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 ON TOP AND BOTTOM, 12' STONE ON SIDES, SWALE DETAIL: NOT TO SCALE rf-VARIES -►i Al2"(min) 0 20 40 60 SCALE 1"=20' G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\8807.SDS Plans.dwg 0\