HomeMy WebLinkAbout0079 STONEY POINT ROAD - Health 76 STONEY POINT RD., BARNSTABLE
A=336-091 LOT 3
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Town of Barnstable P#
Department of Health,Safety,and Environmental Services
Its Public Health Division Date
367 Main Street,I lyannis MA 02601
i eAxnerASM B
t6 ` riine Fete Pd. zo O
revrnut� Date Scheduled C; _�D _ �QL>�
Soil Suitability Assessment for Sewage Disposal.
� Witnessed By: Aigeg RlPerformedBy: ! �
43.04- .
l~U A ON � GON RA; I a TxA r.
Location Address Owner's Name Mcmg hpy/7
{Ut � s� U1 _'r Address
Assessor's Map/Parcel: Engineers Name TCiiYI�fGt IJ�IgghllGLf�( �`�.
NEW CONSTRUCTIONREPAIR Telephone It
Land Use 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)
S �S aly�
N s °�
,e
�i&/7-
Parent material(geologic) Depth to Bedrock
Depth to Groundwater: Standing Water in I tole: Weeping from Pit Face_ Sk �'
Estimated Seasonal High Groundwater
�41T.� .i '✓ i.f'¢,L'J}*;yXA
�
......::.:...U sed.::.,:r...:::......,....::...... ... ..... ....... ... ... :..:.. ..; ... ... .:.. ..... ....., ....... ., ....... ..........::.
Method :
Depth Observed standing in obs.hole: oO\0-11. in. Depth to soil mottles:
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well# -Reading Date: Index Well level„_.___ Adj.factor Adj.Groundwater Level
P +l�R.COI(��17C ON rf�+'S� Ju+e: T�tt
_.....::::;:.:.........................................:.............:.........
........................................ ...................._..........................................:::;.....
_.
Observation ��
Hole# Time at 9"
Depth of Perc Time at 6"
Start Pre-soak Time® ime(9"-6") _
End Pre-soak
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 j
Copy: Applicant
A+
;: >;>>«::;. E> FSE1ATIq�t HT�I;LOG Tool #
.
511 Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulderes.
%
L014ry' ►c�Y� 312- Boon
�'=6Z'` z1
o�4m 2.S~ /
l2uG So r►+S off'
yl 5ui IP'FSuE� 2- lOZ e2 SICT L04M I p e 6 3 cuA2Ss �u r, ►" 1�
::
DEEP OB8ERVMiUN SOLE LOG Hale#
Depth from Soil Horizon Soil texture Soil Color Soil Other
51 Surface(in.) (IISDA) (Munsell) Mottling (Structure,Stones,Boulderes.
e. ° 1
D_Yl 56-�jr)Y L104M 200T�>
-<J'�rdDly t_,014M
Y6011A)b )noses, 1-et�rxc
CZ slta-�o ► A .� v>✓ev cv�►tcr
102 —136 G MGi�l.s wI 16
SlL'r CL6Y �o
Cc�nP7?T
BEJE ' —
\ ' I�V L Depth from Soii Horizon Soil Texture Soii Color Soii Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
® iGravel)
tt
�-Z I 13 +bY tir✓i 00" sra�►� ^mi►�c
24
- 1 C 51 LT C.0 i4rV1 , '� 2ockS, touvT
r 16- fsy 3 meb,sm�1-J-)
C ItTq��'y ,(5
�?EEP OBSERVATION (IEE LAG Hole
«.:
Depth from Soii Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
o
Flood Insurance Rate Man:
Above 500 year flood boundary No Yes
Within 500 year boundary No Yes
Within 100 year flood boundary No_ Yes
Deiith 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?
ik3
Certification
'y I certify that on OV 3 (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 Ming,1pentse and experience described in 310 CMR 15.017.
Signature `� Date
} f'h
BENNETT & O'REILLY, INC,
84 Underpass Road
P 0 Box 1667
Brewster, MV 02631. , Sheet 1 of 2
PROJECT McMahon / stony Point Road �Sq�,�PLE-i�UF18ER_ #1
DATE December 7 , 1999 PROJECT McMahon / Stony Point Road
SIEVE ANALYSIS SA14PLED BY Tanya Daineault
DATA AND C014PUTATION SHEET
WEIGHT OF SAtiPLE
204 . 5 gin TESTED BY David J . Walsh, E. I .T.
.
JOB NUMBER
Sieve 0 enin s Weight Gumulative roject
Milli- Sieve Retained Percent Percent Manual
Inches meters Mesh in Grams Retained Finer Specifications
2 .0 10 21 . 1 10 .3 89 . 7
1 . 0 8 11 . 3 ( 32 ._4 ) 5. 5 ( 15 . 8 ) 84 .2
0 . 5 35 21 .4 ( 53 .8 ) 10 .4 ( 26 .2..) .73 .8
0.25 60 39 . 7 ( 93 . 5 ) 19 .4 ( 45 .6 ) 54 .4
0. 15 100 68 .4 ( 161 .9 ) 33 .4 ( 79 .0 ) 21 .0
0.075 200 14 . 2 ( 176 . 1 ) 6.9 ( 85 .9 ) 14 . 1
PAN 25 .8 ( 201 .9 ) 12 .6 ( 98 .5 ) -
Passed Mesh Sieve
TOTAL
REMARKS: 1 .2W weight loss OK
U.S. STANDARD SIEVE"NUMBER
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BENNETT & O'REILLY, INC.
64 Underpass Road
P 0 Box 1667
Brewster, MA ' 02631. ,
"Sheet i of 2
PROJECT McMahon / Stony Point Road 2 �
DATE December 7 , 1999 . PROJECT McMahon/Stony Point. Road
SIEVE ANALYSIS SA14PLED SY Tanya Da ineaul t
DATA AND COMPUTATION SHEET
IJEIGHT OF SAMPLE 226 .4
TESTED BY David J . Walsh, E. T .T.
JOB NUMBER
Sieve 0 enin s iWeight Cumulative Project
Milli- Sieve Retained Percent Percent Manual
Inches meters Mesh in Grams Retained Finer Specifications
'r
2 .0 10 35_ 6 15 . 7 84 . 3
1.0 18 17 . 5 ( 53 . 1 ) 7 .7 ( 23 . 4 ) 76 .6
s 0 .5 35 34 .2 ( 87 .3 ) 15 . 1 ( 38 . 5 ) 61 . 5
0.25 60 48 . 5( 135 .8.) 21 .4 ( 59 .9 ) 40 . 1
0. 15 100 47 , T( 183 . 1 ) 20 .8 ( 80 . 7 ) 19 . 3
0.075 200 38 . 5( 221 .6 ) 17 .0 ( 97 . 7 ) 2 .3
PAN 4 . 1( 225 .7 ) 1 . 8 ( 99 . 5 ) -
Passed Mesh Sieve
TOTAL.
RF3r pM: 0.3.0 weight loss less than 2% OK
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