HomeMy WebLinkAboutSoil Suitability Assessment FORM 11 SOIL EVALUATION FORM
1
JuriGENEERING
260 Cranberry Highway'Route 6A
Orleans,MA 02653
Ph(508)255-6511 Fax(508)255-6700
File No: C15563.00 Date: 10/22/01
Commonwealth of Massachusetts
Yarmouth, Massachusetts
Soil Suitability Assessment for On-site Sewage Disposal
Performed by: John G. Schnaible, R.S.
Witnessed by: Amy Von Hone
Location Address or Owner's Name Michael&Mary Taylor
14 Chandler Gray Road Address: 14 Chandler Gray Road
West Yarmouth, MA West Yarmouth,MA 02673
New Construction ❑ Repair El
Office Review
Published Soil Survey Available: No ❑ Yes El
Year Published: 1993 Publication Scale: 1:25000Soil Map Unit: CdP
Drainage Class: Well Drained Soil Limitations: Poor Filter
Surficial Geologic Report Available: No ❑ Yes El
Year Published: 1974 Publication Scale: 1:24000
Geologic Material (Map Unit): Ohw Harwich Outwash Plains
Landform: Outwash Plain
Flood Insurance Rate Map:
Above 500 year flood boundary No ❑ Yes El
Within 500 year flood boundary No ® Yes ❑
Within 100 year flood boundary No ® Yes ❑
Wetland Area:
National Wetland Inventory (map unit) Upland
Wetlands Conservancy Program Map (map unit) ---
Current Water Resource Conditions (USGS): Month: September
Range: Above Normal ❑ Normal ❑ Below Normal El
Other References Reviewed: USGS Quadrangle Maps & Water USGS Water Table Map
I'
Page 2
On-site Review
Deep Hole Number: 1 Date: 10/17/01 Time: 2:00 Weather: Sunny
Location (identify on site plan) Rear of House
Land Use:Residential Slope(%): 0- 3 Surface Stones: No
Vegetation: Pine and Oak trees
Landform: Outwash Plain
Position on landscape (sketch on the back):See Sketch
Distances from:
Open Water Body 200+ feet Drainageway 100+ feet
Possible Wet Area 200+ feet Property Line 25± feet
Drinking Water Well 200+ feet Other
DEEP OBSERVATION HOLE LOG
Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other
(Inches) (USDA) (Munsell) (Structure, Stones, Boulders,
Consistency, % Gravel)
0"—7" A Loamy Sand 10 YR 4/1
7"—33" B Loamy Sand 10 YR 6/6
33"—132" C Sand 10 YR 7/6 Medium Sand, Loose
Parent Material(geologic) Proglacial Outwash Depth to Bedrock: 200'+
Depth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: None
Estimated Seasonal High Ground Water: 20'±
PERCOLATION TEST
Page 3
Location Address or Lot No. 14 Chandler Gray Road
COMMONWEALTH OF MASSACHUSETTS
Yarmouth, Massachusetts
PERCOLATION TEST*
Date: 10/17/01 Time:2:45
Observation Hole# 1
Depth of Pere 60"
Start Pre-soak 0:00
End Pre-soak 8:28
Time at 12" --
Time at 9" --
Time at 6" --
Time(9"-6") --
Rate Min./Inch <2
*Minimum of 1 percolation test must be performed on both the primary area AND reserve area.
Site Passed ® Site Failed ❑
Performed by: John G. Schnaible, R.S.
Witnessed by: Amy Von Hone
Comments: The C Laver is suitable for the disposal of subsurface sewage.
Job C15563.00
C ?
Sheet No 4 Of 5
A �,T
1 E�J. Calculated by: JGS Date: 10/22/01
&LoING Scale_ /" = 100'
GINEER
Coa ANY.INC.
260 Cranberry Highway'Route 6A
Orleans,MA 02653
Ph:(508)255-6511 Far(508)255-6700
SKETCH PLAN SHOWING DEEP OBSERVATION HOLE LOCATIONS:
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FORM 11 -SOIL EVALUATOR FORM
PAGE 6
Determination for Seasonal High Water Table
Method Used: N/A
n Depth observed standing in observation hole inches
❑ Depth weeping from side of observation hole inches
❑ Depth to soil mottles inches
❑ Ground water adjustment feet
Index Well Number Reading Date Index well level
Adjustment Factor Adjusted ground water level
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?
Yes
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that on 5/9/9 have pass-d the exa atio• a!proved by the Department of
Environmental :rote tion ►d that the a o•ve anal 'was 'le r ormed by me consistent with the
required traini g, e sertisl and experie Ice desc •• in .10 MR 15.017.
Signature /l / Date /(172;71i