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400 Plan Review 2015 PLAN REVIEW- SYSTEM COMPONENTS City/Town 04.6- n�/4vi //////��Appliication No.ita / Lot Number Address y// W.,445 4t...267 R7 OWNER NAME OWNER ADDRESS /P/,..) s TELEPHONE# (9/3 ) 56Y- / ( f/ DESIGN ENGINEER SANITARIAN FACILITY DESIGNED FOR A. '' Single or Multifamily dwelling # Bedrooms Garbage Disposal yes_ // no \/ Total Design Flow 37 b gallons per da/ / /) B. Other(describe) CG/✓/a I : 33V/3 itch0n5 Design Basis 3'/6 Total Design Flow COMMENTS or PROBLEMS: - 3145 - Di) Pager 1 of 16 ITEMS TO NOTE: I/ Pipe diameter i Schedule of pipe Watertight joints BUILDING SEWER / r/ Slope (min for 4"pipe is 0.01 or 1/8"per foot; desired slope is 0.02 or ''A"per foot) ,0�ag Invert elevation at building /77 5 Length 40(9/9 Alignment and grade (manholes required at changes in both alignment and grade.) Manhole (Must have metal frame and cover at grade) Pager 2 of 16 SEPTIC TANK Tank size at least 200 % of design flow (minimum tank size is 1,500 gal) 2"- 3"drop from inlet to outlet Minimum 4' liquid depth Tees extend 6" above flow line Inlet tee 10" below flow line(minimum) Air space(3"above tees,9" above flow line) Depth of outlet tee(minimum 14") Access manhole over center of tank and each tee Number of compartments= Gas baffle on new construction Septic tank detail provided / Buoyancy calculation (if necessary) On 6" crushed stone Pager 3 of 16 DISTRIBUTION BOX ITEMS TO NOTE: �,/ Inlet elevations / /y� 51// Outlet elevations l yy, a 6 Drop (inlet- outlet) •30 Sump(6"minimum) Baffle or inlet tee /eVe17--' All outlets at same elevation ventilation Manhole cover to grade it of outlets size of outlets (diameter) P/ it Distribution laterals: No. � Size V Detail Provided Pager 4 of 16 Items to note: fDimension of field(s): Length Number of fields / Total area provided for disposal LEACH FIELD Width /, Field separation y&' (10 ft. min) (sq. ft.) (1 x w x no.of fields) /6l FTZ x , /*/=3y(/ '31/ / (PPt/irea�/i, ) yti//oHS/ Bottom area x loading factor(from 15.242)= /% gal. `7O4o'% / u / (must be equal or greater than design flow) fr I/'/0 L � Gallons of treatment provided: Note: Leaching area must be increased if garbage grinder is used. //Elevation of bottom of the field /71, 63 6 2 (must be 4 ft/or 5 ft above max. high groundwater depending on perc rate.) Number of distribution pipes 3 Type `Pe Length (100'max.) Slope (min. 0.005) ✓ Spacing(6' max.) Depth of stone beneath pipe # / (min 6") // states stone is double washed 35 +/-- /Da, e / /eiq AA:/97.?6 6' eveA/v-/Jey/3 /2"cover of 1/8" to %" stone over pipe crown ,/Ends capped Aggregate depth 6" minimum and 12"maximum 5/Depth of cover material above stone(min.9") ✓Eonstruction of leaching facility in fill? Yes is specified as TitleV on plan Certification on fill submitted Fill is specified for 5' around entire system oration between lines (6 ft maximum) Separation between lines and edge of bed-four feet maximum. 6 ifer45415/ve Pager 5 of 16 �// LEACHING TRENCHES umber of trenches len 2° (max.100')width_(min.24) epth of stone beneath pipe t( / (6" min )a a Leaching area available bottom=length x width x no. trenches= sides=length x depth (2'max)x w x#of trenches sq ft. TOTAL= �/fj sq ft. note: the effective depth shall be equal to the depth of the trenches below the invert of the distribution pipe up to maximum of 2 ft. Leaching are requirements: Total leaching area (bottom plus sides) x loading factor= gallons treated Loading factor is based on perc rate(see 15.242) Total gallons treated by system design must be>design flow for system LEACHING AREA REQUIREMENTS SATISFIED? Yes d ,No (note: leaching area must be increased if garbage grinder is used) Ground water elevation: 4 feet or ✓ 5 feet separation between trench bottom and max. high groundwater. V Trench spacing 3 x effective width or depth whichever is greater d Trench width 4 ft maximum ,/ Pipe slope(min. 0.005 slope, or 6"per 100 feet) ✓ Beckfdl depth(min.of 9") ✓✓Ends capped d Distribution lines exceeding 50 ft are vented. ,'T// /Diameter of distribution pipe I("(min.3") ,36 r v v y Distribution line orifice (min.3/8, max 3/4") v The area between trenches shall be designated as reserve area only where the separation distance between the excavation sidewalls is at least six feet. Fill is specified as Title V on plan Certification on Fill submitted FM is specified for 5"around entire system Pager 6 of 16 PLAN REVIEW CHECKLIST GENERAL INFORMATION CHECK TO VERIFY THAT THE PLAN INCLUDES THE FOLLOWING REQUIRED INFORMATION: MASS.REG. SANITARIAN, or MASS. P.E. stamp and signature I/kale of 1"=40' for plot plan Scale of 1"=20' for system component details Legal boundaries of the facility being served including easements which could affect the impact the system installation/performance. VAll dwellings, buildings existing and proposed impervious areas Location of all existing and proposed impervious areas \,/ Location and dimensions of the system including reserve area Design calculations: Sewage flow gpd // Septic tank size required (� / "provided r6h gpd / Q v rth arrow, existing and proposed contours (X 27° %r 330 — ab D cy/ // Lora • n and log of deep hole observation test %/ dat test existing grade elevations for each test Pager 7 of 16 PLAN REVIEW CHECKLIST(coat.) Name of approving authority representative Name& approval no. of soil evaluator Location and results of perc test Date of perc test Location of water lines and other subsurface utilities on facility Observed groundwater elevation in vicinity of the system complete profile of the system A note on the plan listing all variances to the provisions of 310 CMR 15.00 and local requirements sought in conjunction with the plan Location and elevation of benchmark within 50 to 75 feet of the facility which is not subject to dislocation or loss during conjunction of the facility If dosing system is proposed: complete design and specifications of the system dosing chamber capacity; required ,provided number of dosing cycles, depth of cycles Pager 8 of 16 PLAN REVIEW CHECKLIST(CON'T) Recirculating Sand Filters Complete plans and specifications hydraulic profile location of the treatment works and nearest existing street street and lot number Pager 9 of 16 Dimensions L x W x D=Vol. DOSING TANK Number/sin of siphons Number and size of pumps(No. , Capacity gpm Discharge size Manholes to grade Groundwater elevation (min. 1 ft below inlet) Pump controls Alarm(on separate power circuit) Buoyancy calculations (if needed) Pump system calculations Pager 10 of 16 ITEMS TO NOTE Manufacturer Installation LEACHING CHAMBERS/PITS Bed Formation Number of beds of trenches Length Width Depth Leaching area available: bottom: (length x width x no. of pits) = sides: (2 x(length x depth (2'max.)+(2 x(width x depth(2'max) x#of pits. Total leaching area available= sq. ft. LEACHING AREA REQUIREMENTS: Total leaching area(bottom+sides) x loading factor from 15.242 gals. This must be greater than or equal to the design flow for the system. Increase leaching area if garbage grinder is used. Distribution Trenches: every 20 feet Beds: area for pipe not to exceed 60 x 60 feet Spacing Trenches:2 x effective depth or width Beds: 4 feet between excavation sidewalk. Manholes(min -one 20" access per unit; a 24"diam for>2,000 gal units) Stone around chamber C12"to 48"of''A " to 1 %"stone) 2"cover of 1/8"to %"stone 4' separation between max. high GW and trench bottom? Yes No Pager 11 of t6 PLAN REVIEW- SYSTEM SITING Performed By Approval# Witnessed By Date Location Address or Lot Number: Office Review Owner's Name, Address and Telephone No. Published Soil Survey: NO YES Year Published Publication Scale Soil Map Unit Drainage Class Soil Limitations Surficial Geologic Report Available: No Yes Year Published Publication Scale Geologic Material(Map Unit) Landform Flood Insurance Rate Map: Above 500 year flood boundary No Yes- Within 500 year boundary No_ Yes. Within 100 year flood boundary No_ Yes Pager 12 of 16 Wetland Area: National Wetland Inventory Map (map unit) Wetlands Conservancy Program Map(map unit) Current Water Resource Conditions (USGS): Month Range: Above Normal Other References Reviewed: Normal Below Normal Minimum setback distances(where applicable) shall be shown on the plan for the proposed disposal facility(septic tank and soil absorption system.) Property line Soil Absorption Septic Tank System(SAS) 10 10 Cellar wall/inground swimming pool 10 20 Slab Foundation 10 25 Water supply pressure line 10 10 Surface waters (except wetlands) 25 50 Pager 13 of 16 Septic Tank SAS Bordering vegetated wetlands,salt marshes, inland and coastal banks 25 50 SURFACE WATER SUPPLY Reservoirs and impoundments 400 400 Tributaries to SWS 200 200 Wetlands bordering SWS or tributaries thereto 100 100 Certified Venial Pools 100 100 Private water supply well or suction line 50 100 PUBLIC WATER SUPPLY WELL Gravel packed 400 400 Tubular 250 250 Irrigation well 10 25 Open,subsurface,or surface drains which discharge to SWS or tributaries thereto 50 100 Pager 14 of 16 Septic Tank Soil Absorption System Other open,surface or subsurface drains(ex- chiding foundation drains) which intercept seasonal high groundwater 25 50 Other open, surface of subsurface drains(ex- cluding foundation drains 5 10 Leaching and catch basins & drywells Downhill slope Inspection Port(s) _Magnetic Tape Correct#of deep hole per code revision 10 25 N/A 15' (min) to top of 3:1 slope Note: slope stabilization shall be provided(including retaining walls) when an adjacent downhill slope to a disposal facility is greater than 3:1. Pager 15 of 16 EFFLUENT LOADING RATES (gpd/sq. ft./day) PERC.RATE SOIL CLASS (min./in.) CLASS 1 CLASS II CLASS III CLASS IV <5 0.74 0.60 6 0.70 .0.60 7 0.68 0.60 8 0.66 0.60 10 - 0.60 15 0.56 0.37 20 0.53 0.34 25 0.40 0.33 30 0.33 0.29 Loading criteria listed below apply only to the upgrade of existing systems pursuant to 310 CMR 15.405 (I) (c)or systems constructed pursuant to 310 CMR 15.417 40 - 0.25 60 - 0.15 Pager 16 of 16