HomeMy WebLinkAbout0000 MAIN ST./RTE 6A(W.BARN.) - Health (8) 0 Main Street
West Barnstable
A= T 97-040 1
r--
Town of Barnstable
Barnstable Regulatory Services
ar-amerlcacflr
Thomas F. Geiler, Director
Public Health Division
zoos
Thomas McKean, Director
200 Main Street, Hyannis, MA 02601
Fax: 508-790-6304
September 7, 2010
0 Main street,-West Barnstable'. 1
Assessors-Map\Parcel-197-040
Soil Evaluator: Bob Murphy of Danena Engineering Associates
(508) 238-4208, North Easton, MA
Town Witness: David W. Stanton, RS
Excavator: Scott Frank
4 test holes were done at said lot. 4' of pervious material was not
located in any of the test holes.
Town of Barnstable P# U 3 O
B
Department of Regulatory Services��r� g r
E �a a Public Health Division Hate i (o
619.'�� 0 Main Street,Hyannis MA 02601
Mfg
Date Scheduled D Time Fee Pd. U V
Soil�Suitability Assessment for Sewage isposal
Performed By: t47 ..Ct,/\ 1 y Witnessed By:-L/
LOCATION&GENERAL INFORMATION
Location Address MA`p :41"L-R aX 0 er's Name
Aa►tiwl�blc, '�sa�o ew+N•ty 1.�.».Ttd Aw „p
s
6 Address 'pp 1Dov c ro
Assessor's Map/Parcel: .. f{p Engineer's Name AW V40"% %*4 A
S 6"%d14 K►u t edc
NEW CONSTRUCTION REPAIR Telephone# Z
-- .. I t
Land Use OAT"6afA,% Slopes(%) Surface Stones
Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well _ ft
Drainage Way ft Property Line ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
By _
L
-3
0 4�
Parent material(geologic) ®V`n Ult-Sk T-CeP P.0 a Depth to Bedrock 7 V� �� 71J
Depth to Groundwater: Standing Water in Hole: 7 1-106/ J Weeping from Pit Face_ �I� —� _
7 G
Estimated Seasonal High Groundwater � vl
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
Hole# Time at 9"
Depth of Pere Time at 6"
Start Pre-soak Time @ Time(9"-6")
End Presoak
Rate Min./Inch �'-
Site Suitability Assessment: Site Passed Site Failed: 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
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:\SEPTIC\PERCFORM.DOC
DEEP OBSERVATION HOLE LOG Hole#_L
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Con istency%Graven
0 'I A S��LO&M
r" ►teaN4
Ito G �,1Ty Clay"J"r M
DEEP OBSERVATION HOLE LOG Hole# 2—
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling, (Structure,Stones,Boulders. '
Consistency%Gravel)
II— 3b t33 LOCrnwt-
DEEP OBSERVATION HOLE LOG Hole# 3
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) - (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Graven
�.eA.—
'a
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
onsi tency%Gravel)
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? N 0
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on 40A 144,(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.
Signature _ Date �dt tU
Q:\SEPTIC)PERCFORM.DOC