The URL can be used to link to this page

Home My WebLink AboutEngineered Plan - Rev. 2015NOTES ALL UNSUITABLE SOILS WITHIN THE SOIL REMOVAL AREA ARE TO BE REMOVED DOWN TO THE C3 HORIZON (CLEAN MEDIUM SAND). AND REPLACED WITH CLEAN MEDIUM SAND PER TITLE 5. REMOVE EXISTING 1000 GALLON SEPTIC TANK (FAILS BUOYANCY CALCULATIONS). INSTALL NEW 1500 GALLON SEPTIC TANK AS SPECIFIED. TREE REMOVAL AT INSTALLERS DISCRETION. SEPTIC TANK TO BE WATERPROOF. LEGEND SEPTIC COMPONENTS EXISTING 1000 GAL SEPTIC TANK 1500 GAL SEPTIC TANK 1500 GALLON PUMP CHAMBER DISTRIBUTION BOX M TEST PIT UTIL I TIES WATER LINE =&-- WA TER ® --WATER GATE GAS LINE GAS GATE O UTILITY DRAIN POLE HYDRANT t THIS IS A COLOR oOR PLAN USE COLOR PLAN ONLY FOR INSTALLATION FULL DETAIL IS BEST VIEWED IN UES TED 310 CMR 15.212 - DEPTH TO GROUNDWATER. FIVE FOOT SEPARATION REQUIRED - VARIANCE TO A FOUR FOOT SEPARATION REQUESTED. LOCAL - 100 ft SETBACK BETWEEN LEACH FACILITIES AND DRAINAGE THAT EMPTIES INTO WETLANDS. VARIANCE TO A 25 FOOT SETBACK REQUESTED. 0 PROPOSED SOIL ABSORPTION SYSTEM —SEE DETAIL SOIL ON BACK REMOVAL AREA —5 LATERAL FEET INSTALL 40 MIL POLYETHYLENE LINER ELS EVA T§ONS m � ELEVATIONS SPECIFIED ARE INVERT ELEVATIONS (BOTTOM OF PIPE) EXPRESSED IN DECIMAL FEET SEWER LINE OUT — EXISTING 28.05 SEPTIC TANK IN 27.83 SEPTIC TANK OUT 27.58 PUMP CHAMBER IN 27.56 PUMP CHAMBER OUT 27.31 D—BOX IN 3L27 D—BOX OUT 31.10 LEACHING FIELD IN 3L04 BOTTOM OF LEACHING 30.41 30 DRAINAGE tHJ_ 31 10 ft 120( 31 L DRAINAGE EASEMENT -'A j0 f tRAINASCALE: 1 in = 2 2 Permitvalid for REPAIR OF SEPTIC S' ONLY, due to State and Local septic .va Board of Health review anal approval is reyu any future additions/renovations/alteratii sewage foilities,and/or structures/dwelling. ft Yarmouth Health DeparUnent 40 APPROV'F:D'" PRINT ON 11 x 17 in ` v FOR PROPER SCA THIS PLAN IS INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM DEPICTED ON IT. FOR ANY OTHER CHANGES TO THE PROPERTY INCLUDING PLACEMENT OF ADDITIONS, SHEDS, FENCES OR SWIMMING POOLS, OWNER SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. r NOT Q TO ti SCALE pvEN.t3E IEFFEp50N o c z YARMOUTH, MA FLOOR m � -NOT TO SCALE LIVING BED 30 DRAINAGE tHJ_ 31 10 ft 120( 31 L DRAINAGE EASEMENT -'A j0 f tRAINASCALE: 1 in = 2 2 Permitvalid for REPAIR OF SEPTIC S' ONLY, due to State and Local septic .va Board of Health review anal approval is reyu any future additions/renovations/alteratii sewage foilities,and/or structures/dwelling. ft Yarmouth Health DeparUnent 40 APPROV'F:D'" PRINT ON 11 x 17 in ` v FOR PROPER SCA THIS PLAN IS INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM DEPICTED ON IT. FOR ANY OTHER CHANGES TO THE PROPERTY INCLUDING PLACEMENT OF ADDITIONS, SHEDS, FENCES OR SWIMMING POOLS, OWNER SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. r NOT Q TO ti SCALE pvEN.t3E IEFFEp50N o c z YARMOUTH, MA FLOOR PLAN -NOT TO SCALE LIVING BED ROOM m ROOM BED BED KITCHEN ROOM ROOM OF MA\�.V'�OF DAVID ,yG� DAVID D. D. UGHANOWR COUGHANC No. 1093 No. 461 S104e -,> 24, d IC JRVEYOR'S CERTIFICATION REFER TO 'CERTIFIED PLOT PLAN' 4/13/1977 SIGNED AND STAMPED BY EDWARD E. KELLEY RLS E WITH THE YARMOUTH BUILDING DEPARTMENT. Date I 'qa P. . BOX 1265 WEST CHATHAM, MA 02669 .c;nR 'IAA—nAOA SEWAGE DISPOSAL SYSTEM PLAN -TO SERVE EXISTING DWELLING MEGA GROUP REALTY TRUST OWNER(S) OF RECORD 11 FILLMORE ROAD YARMOUTH, MA PROPERTY ADDRESS DATE. • SEPTEMBER 18. 2014 __ iin SOIL EVALUATOR: DAVID D. COUGHANOWR. ASE *461 WITNESSED BY: AMY VON HONE. HEALTH DEPT. 23.00- 18.92 DEPTH ENCOUNTERED8 0 In TEST PIT I PEROUA D52T n MIN/ NCH IN CI &C3 SOILS ELEVATION OTHER INCHES HORIZON TEXTURE (MUNSELL) MOTTLES 3.58 0-4 O WOOD LOAM 10 YR 2/2 NONE FRIABLE 29.50 E LOAMY SAND 10 YR 4/1 NONE FRIABLE 6-12 23.00- 18.92 DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER INCHES HORIZON TEXTURE (MUNSELL) MOTTLES 3.58 0-4 O WOOD LOAM 10 YR 2/2 NONE FRIABLE 4-6 E LOAMY SAND 10 YR 4/1 NONE FRIABLE 6-12 A SANDY LOAM 7.5 YR 3/4 1 NONE FRIABLE 12-24 B LOAMYSAND 10 YR 5/4 NONE LOOSE 24-56 Cl MEDIUM SAND 10 YR 6/4 NONE LOOSE 56-78 C2 BOG IRON 7.5YR2.5/2 VAR Fe FIRM 78-127 C3 COARSE SAND 10 YR 5/4 NONE LOOSE DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS INSTALL NEW 1500 GALLON SEPTIC TANK. DISTRIBUTION BOX: INSTALL UNIT DEPICTED BELOW. THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT. THE 25 ft x 18 LEACHING FIELD DEPICTED BELOW CAN LEACH: BOTTOM AREA = (25 x 18) = 450 sq. ft. SIDEWALL AREA =0 0 so. ft. TOTAL AREA = 450 sq. ft. FLOW CAPACITY = 0.74 x 450 = 330.04 gal/day INSTALL A 25 ft x 18 ft x LEACH FIELD AS CONFIGURED BELOW. FLOW CAPACITY = 333 gal/day WHICH EXCEEDS THE 330 gal/day REQUIRED FOR A THREE BEDROOM DESIGN. 15®0 13ALLON SEPTIC TANK DIMENSIONS AND DETAIL USE SHOREY ST -1500-H-10 BUOYANCY I In CALCS TAPER SEASONAL HIGH GROUNDWATER = 26.41 BOTTOM OF SEPTIC TANK = 23.33o DEPTH OF ATER DISPLACED =3.08 t;o " EXTERIOR DIMENSIONS OF UNIT =70.5ftx 5.67 ft 70.5 x 5.67 x 3.08 = 183.4 cu ft 188.13 cu ft x 7.48 = 1371.8 gal 10 1371.8 x 8 Ib/ gal = 10974 # SEPTIC TANK WEIGHS 11480# SEPTIC TANK WILL NOT FLOAT If) NOT TO D SCALE C 4- 7 �J INLET CENTER OUTLET rnVER COVER COVER O UMP HAMBER INSTALL EFFLUENT FILTER IN OUTLET TEE. SEPARATION BETWEEN INLET & OUTLET TEES SHALL BE NO LESS THAN LIQUID DEPTH CROSS SECTION VIEW 1000 GALLON PUMP CHAMBER DIMENSIONS AND DETAIL ELECTRICAL PERMIT NEEDED FOR PUMP SYSTEM NOT BUOYANCY TAI In PER Q STOLE CALCS SEASONAL HIGH GROUNDWATER = 26.41 p + C BOTTOM OF PUMP CHAMBER = 23.06 U) pp DEPTH OF WATER DISPLACED = 3.35 ft EXTERIOR DIMENSIONS OF ,1 UNIT = 8.5 ft x 4.83 ft' { C 8.5 x 4.83 x 3.36 = 137.53 cu ft 8 ft -6 /n A 137.53 cu ft x 7.48 = 1029 go/ 1029 x 8 Ib/ got = 8230 # USE SHOREY PRECAST PUMP CHAMBER WEIGHS 8240# ST -1000 H-10 PUMP CHAMBER WILL NOT FLOAT TANK TO BE CERTIFIED WATERPROOF ALL ELECTRICAL CONNECTIONS & WATERTIGHT BY MANUFACTURER TO BE MADE OUTSIDE CHAMBER CONTROL PANEL TO CONSIST OF AUDIBLE AND VISUAL ALARM ON INDEPENDANT CIRCUIT AND TO BE LOCATED OUTSIDE DWELLING. USE BARNES SE411 PUMP 0.4 HP, 115 V. 1750 RPM PASSING 1-1/2 in SOLIDS PROVIDE 1/4 in INSTALL QUICK COVER WEEPHOLE TO DISCONNECT TO DRAIN PIPE AFTER COUPLER GRADE PUMP CYCLE INTO RISER em TO D -BOX STORAGE = 500 GALLONS --go- FROM . FROM WEEP SEPTIC ALARM ON 24 in HOLE TANK CHECK PUMP ON 16 in VALVE PUMP OFF 12 in 6 In STONE BASE DOSING = 83.3 GAL/CYCLE = 4 CYCLES/DAY STORAGE = 500 GALLONS > 330 GPD REQUIRED CROSS SECTION VIEW TOP OF FOUNDATION RAISE COVERS TO WITHIN ALL PIPE TO BE SCH. 40 PVC 1 EL = 30.22 +- 6 in OF FINAL GRADE AND TO PITCH AT 1/8 in/ft MIN VENT PIPE 32.40 3,/ �/ S A'- ®-BOLO 12 in *LINE FROM TANK TO PUMP MIN CHAMBER SHALL BE 2 in PVC q6n 31.37 WITH THRUST BLOCKING AT BENDS. ................................................. INSTALL SEE DETAIL ON BACK 3j,2J 30.91 28.05 1500 GALLON 27 58 PROPOSED 31.10 SEPTIC TAMC 1000 GALLON STONELE 25 ft RUNEXISTING .6 PUMP CHAMBER?` 27.31 BASE� C � � E L � SEE DETAIL ON BACK4- 23.33 31.04E DETAIL ON BACK27.83 6 i n S TONE BASE 23.06 _E PERFORATED PIPE IN FIELD6 in STONE BASE 7 f tOPE _ .005. JOIN ENDS & VENT. 2 ft 23 ft 3 ft30.41 10 ft ADJUSTED SEASONALT ;FWerF nISPSTEM OSAL SYPLAN 11 FILLMORE ROAD YARMOUTH. MA MEMBER 18, 2014 ETE-3850 PG 2/2 HIGH GROUNDWATER = 26.41 L/ in v 7►2 rn C ± MIN U -► fROSAS T'=L N TAN O 6 in STONE BASE CROSS SECTION VIEW OBSERVED GW 22.83 INDEX WELL AIW-230 ZONE E READING DATE JULY 2014 READING 22.88 ADJUSTMENT 3.58 ADJUSTED GW 26.41 II -INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. -ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). -INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. -ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES & APPLIANCES, AND PERIODIC PUMPING OF THE SEPTIC TANK. - -SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM.