22 Plan Review 2015 PLAN REVIEW- SYSTEM COMPONENTS
City/Town /v ( [vm p4AJ �/ Application No.. �D//5--
Lot Number / Address 671; ‘9, 67,t)‘9, ON /`-0
OWNER
IC-ft 4w...e v=-oIeCICI
OWNER
ADDRESS a2 O(C LJ \So.a -Pk
TELEPHONE#(4113 ) 'S4 - 1549
DESIGN
ENGINEER\SANITARIAN FL/ 1 hoM i So-'
FACILITY DESIGNED FOR
A. X Single or Multifamily dwelling
# Bedrooms S Garbage Disposal yes
no
Total Design Flow 550 gallons per ay
Cr-et us re_
Other(describe)
B.
Design Basis
Total Design Flow
COMMENTS or PROBLEMS:
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gpd
frOf
ITEMS TO NQTE:
,/
Pipe diameter
VSchedule of pipe
Watertight joints
BUILDING SEWER
£i0 W G
(/ Slope(min for 4" pipe is 0.01 or 1/8" per foot; desired slope is 0.02
or %" per foot) 741-47
IOC. ? /Invert elevation at building i,e
pt.or
Length 020
ed. br e" 1 , ,3 eG r
"t0 INSI ` ILI • o.
Alignment and grade
(manholes required at changes in both alignment and grade.)
Manhole (Must have metal frame and cover at grade)
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SEPTIC TANK
/500 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
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Items to note:
Dimension of field(s):
lNumber of fields
LEACH HELD
Length -7 D Width
Field separation (10 ft. min)
Total area provided for disposal S 16 (sq.ft.)
�(1 x w x no. of fields)
Gallons of treatment provided:
Bottom area x loading factor(from 15.242)= 56-5 gal.
(must be equal or greater than design flow)
Note: Leaching area must be increased if garbage grinder is used.
/Elevation of bottom of the field 97•.5 '
(must be 4 ft/or 5 ft above max.high groundwater depending on perc rate.)
1 /Number of distribution pipes
Type alter/ co.o
Length (100' nax.) y8' I&ti 34J1E7
Slope(min.0.005) g',(y'gig
Spacing(6' max.) // / /
act -}. 0 /- STD✓e- Gra0A.�
/%
la" be.e4j-L. 3c.dlery
V6epth of stone beneath pipe
(min 6")
Plan states stone is double washed
cover of 1/8" to %"stone over pipe crown
/ Ends capped
Aggregate depth 6" minimum and 12" maximum
—7—Depth of cover material above stone(min.9") lZ
_ Construction of leaching facility in fill? Yes No }(
Fill is specified as TitleV on plan
Certification on fill submitted
Fill is specified for 5' around entire system
Separation between lines (6 ft maximum)
Separation between lines and edge of bed- four feet maximum.
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DISTRIBUTION BOX
ITEMS TO NOTE:
I .--- Inlet elevations ;Cap • 00
Outlet elevations 9 `r g 3
Drop(inlet- outlet) L. 1 /
I/ Sump (6" minimum) Baffle or inlet tee �dl`G/ key
All outlets at same elevation ventilation
Manhole cover to grade # of outlets 2.
v// size of outlets (diameter)
V--
Distribution laterals: No. Size
Detail Provided
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LEACHING TRENCHES
Number of trenches ,length (max.100')width_(min.24)
Depth of stone beneath pipe (6"min )
Leaching area available
bottom=length x width x no. trenches =
sides= length x depth (2'max)x w x# of trenches sq ft.
TOTAL= 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 ,No
(note: leaching area must be increased if garbage grinder is used)
t/Ground water elevation: 4 feet or 5 feet separation
tween trench bottom an max. high groundwater.
Trench spacing 3 x effective width or depth whichever is greater
/Trench width 4 ft maximum
✓Pipe slope(min.0.005 slope,or 6" per 100 feet)
✓
Bacilli!depth (min.of 9")
✓ Ends capped
e- Distribution lines exceeding 50 ft are vented.
Diameter of distribution pipe_(min.3")
Distribution line orifice (min. 3/8,max %")
_ 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
Fill is specified for 5" around entire system
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PLAN REVIEW CHECKLIST
GENERAL INFORMATION
CHECK TO VERIFY THAT THE PLAN INCLUDES THE FOLLOWING REQUIRED
INFORMATION:
V MASS.REG. SANITARIAN, or MASS. P.E. stamp and signature
1/ Scale of 1"=40' for plot plan
V Scale of 1"=20' for system component details
ULegal boundaries of the facility being served including easements
which could affect the impact the system installation/performance.
All dwellings, buildings existing and proposed impervious areas
// Location of all existing and proposed impervious areas
/ / Location and dimensions of the system including reserve area
V�V/Design calculations: Sewage flow gpd
d Septic tank size required gpd
" provided gpd
North arrow,existing and proposed contours
VLocation and log of deep hole observation test
of test 001/
(/existing grade elevations for each test
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PLAN REVIEW CHECKLIST (cont.)
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
7 A note on the plan listing all variances to the provisions of
310 MR 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
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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
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DOSING TANK
Dimensions L x W x D =Vol.
Number/size 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
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ITEMS TO NOTE
Manufacturer
Installation
LEACHING CHAMBERS/PITS
os.r. Led- Gilt/
Bed Formation
Number of beds of trenches Length Oa
Width /2.
Depth 2-
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
S S 5 gals. This must be greater than or equal to the design
flow for the system. Increase leaching area if garbage grinder is used.
_v 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 sidewalls.
Manholes (min-one 20" access per unit; a 24" diam for>2,000 gal units)
/C Stone around chamber C 12"to 48" of " to 1 %"stone)
V 2" cover of 1/8"to %" stone
4' separation between max. high GW and trench bottom? Yes_No
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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
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Wetland Area:
National Wetland Inventory Map (map unit)
Wetlands Conservancy Program Map(map unit)
Current Water Resource Conditions (USGS): Month
Range: Above Normal Normal Below Normal
Other References Reviewed:
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)
Cellar walUinground
swimming pool
Slab Foundation
Water supply
pressure line
Surface waters
(except wetlands)
10 10
10 20
10 25
10 10
25 50
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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
Certified Vernal Pools
Private water supply well
or suction line
PUBLIC WATER SUPPLY WELL
Gravel packed
Tubular
Irrigation well
100 100
100 100
50 100
400 400
250 250
10 25
Open, subsurface, or
surface drains which
discharge to SWS or
tributaries thereto 50 100
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Septic Tank
Soil Absorption
System
Other open, surface or
subsurface drains (ex-
cluding 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.
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EFFLUENT LOADING RATES
(gpd/sq.ft./day)
PERC.RATE SOIL CLASS
(min./in.) CLASS I 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 0.56 037
20 0.53 0.34
25 0.40 0.33
30 033 0.29 -
Loading criteria listed below apply only to the upgrade of existing systems pursuant
to 310 CMR 15.405 (1) (c)or systems constructed pursuant to 310 CMR 15.417
40 0.25
60 0.15
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