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Home My WebLink AboutEngineered Plans - Rev. 2019THIS 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. DESIGN F OW• 4 BEDROOMS x 110 gal/dog PER BEDROOM = 440 GALLONS PER DAY SEPTIC TANK 440 GPD X 2 DAYS = 880 GALLONS USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL CONDITION. IF NOT, INSTALL NEW 1500 GALLON SEPTIC TANK. DISTRIBUTION BOX, INSTALL 5 OUTLET D -BOX 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. INSTALL 25 ADS ARC 36 BIODIFFUSER UNITS 25 UNITS x 5 ft / UNIT = 125 L.F. (LINEAR FEET) 125.0 L.F. x 4.8 S.F./L.F = 600 S.F. (SQUARE FEET) 600.0 S.F x .74 G.P.D. / S.F. = 444.0 gal/day -INSTALL 25 ADS ARC 36 BIODIFFUSERS AS CONFIGURED BELOW. -FLOW CAPACITY = 444.0 gal/day WHICH EXCEEDS THE 440 gal/day REQUIRED FOR FOUR BEDROOMS. 77 ELEVATION 24.43 PROPOSED SOIL ABSORPTION SYSTEM -SEE DETAIL ON BACK FLOOR PLAN I L O W E R U P E R BED AT 19.63 ROOM BATHROOM ZONE /L A UNDR Y BED APRIL, 2019 ROOM FA MIL Y ADJUSTMENT ROOM BED A KITCHEN ROOM T 17 H BED ROOM LIVING ROOM EXISTING SOIL ABSORPTION SYSTEMS ARE TO BE REMOVED OR ABANDONED IN PLACE LEGEND] SEPTIC COMPONENTS EXISTING 1000 GAL SEPTIC TANK INSTALL 1000 GALLON PUMP CHAMBER 2 In SCH 80 PRESSURE PIPE W/ I cu ft THRUST BLOCK 0 BENDS DISTRIBUTION BOX TEST PIT THIS IS A CO, OR PLAN USE COLOR PLAN ONLY FOR INSTALLATION FULL DETAIL IS BEST VIEWED IN FULL COLOR I YARMOUTH, MA BAANSTABLE MUNICIPAL AIRPORT JI Q Q �z Q m 904", m B WASN►OTON AVE NOT TO SCALE 904, LOCUS MAP OBSERVED GW AT 19.63 INDEX WELL AIW-230 ZONE D READING DATE APRIL, 2019 READING 19.97 ADJUSTMENT 0 ADJUSTED GW AT 19.63 do 40 23 to aw SOT 42 .00000 AREA = 15000 sf+— � MILL POL Y INSTALL 40 33983 � LINER 63 64 o —23 TOP EL = 24.35 t �24 -BOTTOM EL = 20.35 SOIL REMOVAL AREA aRA��AY O m4 DRIYEW ® o 27,5 ft WALK LK Ay � 2 !� �� K / 41 m uuu ®7 'r Z m z 2� m oy vi a Ik I i✓ Mit valid for REPAIR OF SlrIIAeA�f i3 LY, due to State and Localestic va ird of Health review and appro� s requ ra Page facilities and/or structures/dwell\r future ngt1 l Yarmouth Health Department APPROVED Nslae 22 �( l pate LAN SCALE: 1 in = 20 ft O 20 40 TFMM O 10 20 PRINT ON 11 x 17 in PAPER FOR PROPER SCALE �P`ZN OF MASs9 DAVID �yGJ �COUGHANOWR No. 1093 cP��N OF Mgss9 o DAVID �tioJ D COUGHANOWR No. 461 VARIANCE REQUESTED 310 CMR 15.212 — DEPTH TO GROUNDWATER. FIVE FOOT SEPARATION REQUIRED —VARIANCE TO A FOUR FOOT SEPARATION REQUESTED. 'Iii..... �.... goIw� REVISED AUGUST 15, 2019 SOIL REMOVAL AREA — REMOVE ALL FILL AND UNSUITABLE SOILS DOWN TO THE C STRATUM AND REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5 (3)0 CMR 15.255(3)). FOR SURVEYOR'S CERTIFICATION REFER TO 'PLOT PLAN' DATED OCTOBER 26. 1977 SIGNED & STAMPED BY GEORGE LOW JR. RLS ON FILE AT THE YARMOUTH BUILDING DEPARTMENT. SEWAGE DISPOSAL SYSTEM PLAN CLAUDIO A. NETTO - 25 FILLMORE ROAD 155 Geo Ryder Rd S YARMOUTH. MA Chatham, MA 02633 DavidcouOHotmail.com JUNE 27, 2019 508 364-0894 1/2 E ETE-4394 1.E1 E SOIL TEST LOG ''' SOIL COLOR (MUNSELL) 9 SOIL EVALUATOR: DAVID D. COUGHANOWR. ASE #461 WITNESSED BY: AMY VON HONE, HEALTH DEPT. 10 YR 2/2 TEST PIT 1 GROUNDWATER NCOUNTERED AT 80 in E MEDIUM SAND IN/ MN FRIABLE 14-18 ELEVATION SANDY LOAM 10 YR 3/3 NONE FRIABLE 18-32 B LOAMY SAND 10 YR 4/3 NONE LOOSE 32-52 26.30 MEDIUM SAND 10 YR 6/4 NONE LOOSE 52-100 C2 'CEMENT' SAND 10 YR 2/1 BOG NOH FIRM1000 ON ;CHECK VALVE OFF 19.63 17.97 TEST PIT Z GROUNDWATER ENCOUNTERED AT 38 In 2 MINIINCH IN C SOILS ELEVATION 22.75 20.75 19.58 16.41 DEPTH INCHES GALLON PUMP CHAMBER SOIL HORIZON USDA SOIL TEXTURE SOIL COLOR (MUNSELL) SOIL MOTTLES OTHER 0-8 O WOOD LOAM 10 YR 2/2 NONE FRIABLE 8-14 E MEDIUM SAND 10 YR 5/1 NONE FRIABLE 14-18 A SANDY LOAM 10 YR 3/3 NONE FRIABLE 18-32 B LOAMY SAND 10 YR 4/3 NONE LOOSE 32-52 Cl MEDIUM SAND 10 YR 6/4 NONE LOOSE 52-100 C2 'CEMENT' SAND 10 YR 2/1 BOG NOH FIRM1000 DEPTH IN<HES SOIL HORIZON USDA SOIL TEXTURE SOIL COLOR (MUNSELL) SOIL MOTTLES OTHER 0-4 O LOAMY SAND 10 YR 3/2 NONE FRIABLE 4-10 E LOAMY SAND 10 YR 4/2 NONE LOOSE 10-14 A SANDY LOAM 10 YR 2/1 NONE FRIABLE 14-24 6 LOAMY SAND 10 YR 3/2 NONE LOOSE L-76 C MEDIUM SAND 10 YR 6/3 NONE LOOSE DIMENSIONS AND DETAIL ELECTRICAL PERMIT NEEDED FOR PUMP SYSTEM NOT CAL CS TA PER � SCALE SEASONAL HIGH 1� GROUNDWATER = 19.63 0 � c BOTTOM OF -- PUMP CHAMBER = 18.20 � �ro DEPTH OF WATER DISPLACED = 1.43 ft •�� EXTERIOR DIMENSIONS OF UNIT = 8.5 ft x 4.83 ft 8.5x4.83x143=58.71 cu ft 8 ft -6 in A 58.71 cu ft x 7.48 = 439 go/ 439 x 8 Ib/ go/ = 3513 # USE SHOREY PRECAST PUMP CHAMBER WEIGHS 8240# ST -1000 H-1 0 PUMP CHAMBER WILL NOT FLOAT OR EQUIVALENT 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-I/2 in SOLIDS PROVIDE 1/4 tPUMP INSTALL QUICK COVER WEEPHOLE DISCtin TO DRAIN PIPE ACOUGRADE RUMP--C-YCL F INTO TO ___w D -BOX FROM GE = 1"�r BUOYANCY -► WEEP SEPTIC M ON HOLE TANK ON ;CHECK VALVE OFF DOSING = 104 GAL/CYCLE = 4 CYCLES/DAY STORAGE = 500 GALLONS � 440 GPD REQUIRED CROSS SECTION VIEW -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 RAPID RESPONSE 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. 1000 GALLON SEpTOC TANKI in CO EXISTING UNIT - DIMENSIONS & DETAIL TANK TO BE PUMPED DRY AT TIME OF INSTALLATION AND EXAMINED FOR STRUCTURAL INTEGRITY. INSTALL NEW PVC OUTLET TEE EQUIPPED WITH A GAS BAFFLE. REPLACE WITH A NEW 1500 GALLON TANK TAPERCRACKED, ROTTED OR OTHERWISE COMPROMISED. � c 0 o NOT TO � SCALE 8 ft 6 INLET INSTALL FILTER (ZABEL) OUTLET COVER ON OUTLET TEE COVER � �3 IN DROPFLOW LINE FROM 10 in _ 14 TO BUILDING ,,, D -BOX 48 in LIQUID GAS � LEVEL BAFFLE ,STONE BASE IF NEW SEPARATION BETWEEN INLET & OUTLET TEES NO LESS THAN LIQUID DEPTH CROSS SECTION VIEW BUOYANCY CALCS SEASONAL HIGH GROUNDWATER = 19.63 BOTTOM OF SEPTIC TANK = 18.50 DEPTH OF WATER DISPLACED = 1.13 EXTERIOR DIMENSIONS OF UNIT = 8.5 ft x 4.83 ft 8.5 x 4.83 x 1.13 = 46.4 cu ft x 7.48 = 347 GAL 347 GAL x 8 Ib/ 801 = 2777 # SEPTIC TANK WEIGHS 8240# SEPTIC TANK WILL NOT FLOAT SOo§L QeSOoRp'r§OoN S� YS -rEIF M CONSTRUCTION DETAIL USE ADS ARC 36 LP LOW PROFILE B/ODIFFUSERS INSPECTION PORT 25.0 ft O u� M O 25 UNITS TOTAL - 5.0 ft PER UNIT CROSS SECTION VIEW RESTORE VEGETATIVE COVER BACKFILL WITH CLEAN PERC SAND TO TOP OF CHAMBERS 3.8 in O -PRO 8 inch F DEPTH UNITS TOTAL DEPTH EFH 2.875' EXISTING SUITABLE EFFECTIVE WIDTH = 5 x 2.875' = 14.375' MATERIAL REFER TO DEP APPROVAL LETTER TRANSMITTAL # X264258 FOR CERTIFICATION OF INFILTRTATOR SYSTEMS BIODIFFUSER UNITS.Q]� ALL PIPE TO BE SCH. 40 PVC AND TO PITCH AT 1/8 in/ft MIN'S VENT RAISE COVERS TO WITHIN PIPE F � _ 24.43 + - 6 i n O F FINAL GRADE *PIPE FROM PUMP CHAMBER TO D -BOX SHALL BE 2 in SCH. 80 PVC WITH 1 cu ft OF THRUST BLOCKING AT BENDS. 25.35 �l 'yq D -BOX 12 in INSPECTION - -sl pP TEE 24.35 MIN PORT F EXISTING 24.30 yy�� w,' �y� REFER TO DETAIL BOX rN=�: PROPOSED 24.13 22.75 6 in � + SEPTIC TANK 1000 GALLON �p REFER TO DETAIL BOX EXISTING PU11� CHAA�ER 22.45 BEE S0�� ABSORPTION 18.50 24.00 �� -REFER TO o 6 In STONE BASE IF NEW '.9 •`. � � �' 18.20 DETAIL BOX 22.70 6 In'STONE BASE 96 ft 4-11 ft 23.G8 ADJUSTED SEASONAL T 4 EXISTING 5 ft HIGH GROUNDWATER 19.63 SEWAGE DISPOSAL SYSTEM PLAN 25 FILLMORE ROAD YARMOUTH, MA JUNE 27. 2019 ETE-4394 PG 2/2 -► WEEP SEPTIC M ON HOLE TANK ON ;CHECK VALVE OFF DOSING = 104 GAL/CYCLE = 4 CYCLES/DAY STORAGE = 500 GALLONS � 440 GPD REQUIRED CROSS SECTION VIEW -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 RAPID RESPONSE 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. 1000 GALLON SEpTOC TANKI in CO EXISTING UNIT - DIMENSIONS & DETAIL TANK TO BE PUMPED DRY AT TIME OF INSTALLATION AND EXAMINED FOR STRUCTURAL INTEGRITY. INSTALL NEW PVC OUTLET TEE EQUIPPED WITH A GAS BAFFLE. REPLACE WITH A NEW 1500 GALLON TANK TAPERCRACKED, ROTTED OR OTHERWISE COMPROMISED. � c 0 o NOT TO � SCALE 8 ft 6 INLET INSTALL FILTER (ZABEL) OUTLET COVER ON OUTLET TEE COVER � �3 IN DROPFLOW LINE FROM 10 in _ 14 TO BUILDING ,,, D -BOX 48 in LIQUID GAS � LEVEL BAFFLE ,STONE BASE IF NEW SEPARATION BETWEEN INLET & OUTLET TEES NO LESS THAN LIQUID DEPTH CROSS SECTION VIEW BUOYANCY CALCS SEASONAL HIGH GROUNDWATER = 19.63 BOTTOM OF SEPTIC TANK = 18.50 DEPTH OF WATER DISPLACED = 1.13 EXTERIOR DIMENSIONS OF UNIT = 8.5 ft x 4.83 ft 8.5 x 4.83 x 1.13 = 46.4 cu ft x 7.48 = 347 GAL 347 GAL x 8 Ib/ 801 = 2777 # SEPTIC TANK WEIGHS 8240# SEPTIC TANK WILL NOT FLOAT SOo§L QeSOoRp'r§OoN S� YS -rEIF M CONSTRUCTION DETAIL USE ADS ARC 36 LP LOW PROFILE B/ODIFFUSERS INSPECTION PORT 25.0 ft O u� M O 25 UNITS TOTAL - 5.0 ft PER UNIT CROSS SECTION VIEW RESTORE VEGETATIVE COVER BACKFILL WITH CLEAN PERC SAND TO TOP OF CHAMBERS 3.8 in O -PRO 8 inch F DEPTH UNITS TOTAL DEPTH EFH 2.875' EXISTING SUITABLE EFFECTIVE WIDTH = 5 x 2.875' = 14.375' MATERIAL REFER TO DEP APPROVAL LETTER TRANSMITTAL # X264258 FOR CERTIFICATION OF INFILTRTATOR SYSTEMS BIODIFFUSER UNITS.Q]� ALL PIPE TO BE SCH. 40 PVC AND TO PITCH AT 1/8 in/ft MIN'S VENT RAISE COVERS TO WITHIN PIPE F � _ 24.43 + - 6 i n O F FINAL GRADE *PIPE FROM PUMP CHAMBER TO D -BOX SHALL BE 2 in SCH. 80 PVC WITH 1 cu ft OF THRUST BLOCKING AT BENDS. 25.35 �l 'yq D -BOX 12 in INSPECTION - -sl pP TEE 24.35 MIN PORT F EXISTING 24.30 yy�� w,' �y� REFER TO DETAIL BOX rN=�: PROPOSED 24.13 22.75 6 in � + SEPTIC TANK 1000 GALLON �p REFER TO DETAIL BOX EXISTING PU11� CHAA�ER 22.45 BEE S0�� ABSORPTION 18.50 24.00 �� -REFER TO o 6 In STONE BASE IF NEW '.9 •`. � � �' 18.20 DETAIL BOX 22.70 6 In'STONE BASE 96 ft 4-11 ft 23.G8 ADJUSTED SEASONAL T 4 EXISTING 5 ft HIGH GROUNDWATER 19.63 SEWAGE DISPOSAL SYSTEM PLAN 25 FILLMORE ROAD YARMOUTH, MA JUNE 27. 2019 ETE-4394 PG 2/2