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Home My WebLink About3 Faith Road Site & Sewage Disposal 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 WATERTIGHT 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 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 SOIL ABSORPTION 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.) SOIL ABSORPTION 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. FLOW PROFILE: NOT TO SCALE SAS DETAIL: SCALE: 1" = 10' u-tsuA SOIL TEST LOGS: DEPTH FROM L SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-8 A Fine Loamy Sand 10YR3 2 NONE 8-29 B Loamy Sand 10YR6 8 NONE 29-120 Cl Coarse Sand 10YR7 6 NONE PERC @ 54"; <2 MIN IN DEPTH FROM `SOIL SURFACE (INCHES) 0-9 HORIZON A SOIL TEXTURE (USDA) Fine Loamy Sand SOIL COLOR (MUNSELL) 10YR3 2 SOIL . MOTTLING NON!: OTHER 9-30 B Loamy Sand 10YR6 8 NONE 30-124 C1 Coarse Sand 10YR7 6 NONE DEPTH FROM SURFACE (INCHES) 0-10 SOIL HORIZON A SOIL TEXTURE (USDA) Fine Loamy Sand SOIL COLOR (MUNSELL) 10YR3 2 SOIL MOTTLING NONE OTHER 10-27 B Loamy Sand 10YR6 8 NONE 27-120 Cl I Coarse Sand 10YR7 6 NONE PERC @ 57"• <2 MIN IN DEPTH FROM `SOILv SURFACE (INCHES) 0-11 HORIZON A SOIL TEXTURE (USDA) Fine Loamy Sand SOIL COLOR (MUNSELL) 10YR3 2 SOIL MOTTLING NONE OTHER 11-26 B Loamy Sand 10YR6 8 NONE 26-120 Cl Coarse Sand 10YR7 6 NONE DATE OF TESTING: 10/26/2023 \' PERCOLATION RATE: LESS THAN 2 MIN/INCH IN 'Cl' LAYER. WITNESSED BY. ROBERT REEDY, P.E., J.M. O'REILLY & ASSOCIATE)INC�BARRY LEWIS, YARMOUTH HEALTH DEPARTMNO WATER ENCOUNTERED USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSOSYSTEM. ,SYST M-__-DESIGN CALCULATIONS: SEWAGE DESIGN FLOWt EDROOM D!IELLING @ 110 GPD = 440 GPD ��,��✓\��'1 a Q `�;nnS LEACHING CAPAC _ Di �I �u BEDRO M M X. @ 110 PDYGP.DUIREDSEPTIC TANKCAPACITY REQUIRE D ILY F GPD 2 =IRED ASEPTIC TANK C, PACITY PROVIDEM I!SOOGALLO EPT C TANK MIN. ALLOWED) // LEACHING` CAPACITY PROVIDEM ONE 3 .5 X 12. 3 X 2.0 LEA HING CHAMBER CAN LEACH: Vt=[(33.5 X 12.83) +�33 X 2.=4 0)2 + (12.83 X 2.0)2l X 0.74 GPD/S55.1DGPD 45S GP[b>440 D RIRED NOTE: A ARBAGE DISPO L IS NOT PERMITTED WITH THIS DESIGN. NSTALb ONE 1 - 1500 GALLON SEPTIC TANK ONE (1)- 3 OUTLET DISTRIBUTION BO ``((H-20 RA�D) THREE (3)- 500 GALLON LEACH CHAMBBERSWTP 4' OF NATIVE STONE ALL AROUND _.._ ) COVER TO BE BUILT UP TO WITHIN 6" OF FINISH GRADE INSPECTION NOTE: PRIORTO FINAL INSPECTION BY THE ENGINEER, SYSTEM NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. ROOF RUNOFF DOWNSPOUT SECTION: NOT TO SCALE PROPOSED 6" ADS HDPE'T' CONNECTION PROPOSED 6" ADS HDPE PROPOSED DOWNSPOUT (SEE ARCHITECTURAL PLANS FOR DETAILS AND LOCATIONS) ADS DOWNSPOUT ADAPTER FINISH GRADE MINIMUM 0% PITCH 6" ADS HDPE TO LEACHING DRIVEWAY PAVEMENT SECTION: NOT TO SCALE _REQUI_RED_ACCE_SS_PRUNING_ZO_NE_ r (12' TALL X 14' WIDE) I I � i 10' (ACCESS) ! 2' 20' (PARKING) 2' i o� P 1/4" PER�FOOT PITCH 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 [ TOTAL OF (4): (2) ST, (1) DB, (1) SAS 21" DIAMETER CONCRETE COVERS _ RAISED TO WITHIN 6" OF TOP OF FOUNDATION FINISH GRADE (OR AS NOTED) EL=50.0± (SEE NOTE #5) Proposed EL=49.0± Proposed EL=49.0± Proposed EL=49.0± 36" Proposed 47.2± (9" Min- 36" Max) 46.0± FILTER FABRIC 47.00 46.00 10" 14" 54 75 (45.25 3/4"-1-1/2" NATIVE STONE - 3" 4 0 T `45.70 45. 3 45. \. N 211 DR GAS BAFFLE 43.25 USE THREE (3) SHOREY PRECAST Longest Run 500GALLON LEACH CHAMBERS 22.8'1 WITH 4' OF NATIVE STONE AROUND iEL=20,4± 34'--�-- 2' 15' (END VIEW) 1500 GALLON DB-3 PERCHED GROUNDWATER, LEACHING CHAMBER SEPTIC TANK TEST HOLES 3 AND 4, LOT 14 (8 FAITH ROAD) H-20 33.5'x12.83'x2.0' 0 6 ADS HDPE FROM ROOF PIPE SHALL EXTEND 12" INSIDE CHAMBERS GJ�1 ROOF RUNOFF LEACHING SECTION: NOT TO SCALE LOT12 CULTEC NO.410 NON -WOVEN GEOTEXTILE 1-1/2" WASHED STONE (OR APPROVED EQUAL) AROUND TOP AND SIDES OF STONE, SURROUNDING CHAMBERS 6" MINIMUM NATURALLY COMPACTED FILL FINISH GRADE -10.5' x 6.33' LEACHING FACILITY ONE (1) CULTEC RECHARGER 330XLHD HEAVY DUTY CHAMBER WITH 1' STONE AROUND AND 6" STONE ABOVE AND BELOW.. CULTEC N0.4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH ALL INLET PIPES (FOR SCOUR PROTECTION) PLAN SCALE ' 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. , JUL 6 2024 HEALTH DEFT: 11 :ACILITY, TYPICAL 1 OF Mq� JOHN c M. O'REILLY VO.46733 CA ? St fr�-4� 0 20 40 60 SCALE 1"=20' G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\8807.SDS Plans.dwg Ln 0) w m a rn rn u7 Y 0 0 m c ns a