HomeMy WebLinkAbout0010 TOBEY WAY - Health 10 TOBEY WAY—__-
Hyannis
A =. 246 - 082 - 005 ``
Town of Barnstable P', g
y� Q Department of Regulatory Services
i Public Health Division Date 1, IS
i63q. �4 200 Main Street,Hyannis MA 02601
Date Scheduled / Time Fee Pd.�
Soil Suitability Assessment for Sewage Di posal w
Performed By: Witnessed By: �r
LOCATION&GENERAL INFORMATION .
Location Address 10 Tobey Way Owner's Name Hall,Norma I Holder h
Hyannis Address Webs Box
yann sport,MA 02672
Assessor's Map/Parcel: 246/082/005 Engineer's Name Bracken Engineering,.Inc. -f/7.G��'
Don Bracken
NEW CONST�RU/CCTTIIO.N/�,'�X �RE,P,AIIRR Telephone# (508)833-0070 —1 /1 rQ� •�' -"" ,
Land Use L r"�t,dAHT 1,,.4C \ Slopes(%) Surface Stones
Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft
Drainage Way f[ Property Line ft Other - ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
J
A
'1 d
Tabey
Parent material(geologic) Depth to Bedrock 9,r� III
Depth to Groundwater..Standing Water in Hole: NoMf, Weeping from Pit Face
Estimated Seasonal High Groundwater
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used. .. .... -.
Depth Observed standing in obs.hole: in. Depth to soil mottles: in. -
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level
PERCOLATION TEST .. Date Time
Observation 4
Hole# 1 pp,,,, Time at 9" ^�
. Depth of Perc 3 V Time at 6"
_ Start Pre-soak Time @ �_ Time(9%6")
End Pre-soak y�"'
Rate Min./Inch / 7-
Site Suitability Assessment: Site Passed Site Faded: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted within 100'of wetland,you must first notify the V_�
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:\SEPTIC\PERCFORM.DOC
54
DEEP OBSERVATION HOLE LOG. Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil the,
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel
--Zy 4 GL C5 to YA Va Fim —%
Z4-1ZO G S+H > ;.•51f•&A — Lmos'f-
DEEP OBSERVATION HOLE LOG Hole# 1Z
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel
aC ' 160- (Z3/3 �-/-
$-2� � SC/cs `ate y�/g •— �e� —I
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texlure Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel
(�- O (0"
it elk
10 IV
DEEP.OBSERVATION HOLE LOG Hole# _
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel)
07 o q LOAM V2 6j� -
-ZH ► s61 — —I—
Zy-IZd G NP Z.51 & y
t ,
Flood Insurance Rate Mao:
Above 500 year flood boundary No_ Yes "
Within 500 year boundary _ No Yes
Within 100 year flood boundary No Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on l0 2�S (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training expertise and experience described in 310 CMR 15.017. Q
Signature t/" G Date If/ L7
Z40WY 164�
Q:\SEPTIC\PERCFORM.DOC