HomeMy WebLinkAbout0081 CAMMETT WAY - Health (2) if-74 thru- 81 Cammett
'Marston§ Mills
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FORM 11 - SOIL EVALUATOR FORM
Page 1 of 4
No. P410,901 Date: Feb. 14, 2005
Commonwealth of Massachusetts
Barnstable, Massachusetts
Soil Suitability Assessment for On-site SewageDisposal
Performed By: Raul Lizardi Rivera Date: February 11, 2005
Witnessed By: Donald Desmarais
Location Address: Lot 74 thru 81 Cammett Way Owner's Name: Mr.Fred Mosser
Marstons Mills,MA 138 Stage Island Rd.
Assessors Number: 100-052 thru 059 Chatham,MA 02633
New Construction 0 Repair ❑ Telephone:
Office Review
Published Soil Survey Available: No ❑ Yes
Year Published 1993 Publication Scale 1:25,000 Soil Map unit: MeA
Drainage Class: Excessively Drained Soil Limitations:
Surficial Geologic Report Available: No ❑ Yes 0
Year Published 1986 Publication Scale 1:100,000
Geologic Material (Map Unit) : Qmp
Landform : Mashpee Pitted Plain Deposits
Flood Insurance Rate Map: 250001 0015 C
Above 500 year flood boundary No ❑ Yes 0
Within 500 year flood boundary No N Yes❑
Within 100 year flood boundary No 0 Yes ❑
Wetland Area: N/A
National Wetland Inventory Map (map unit)
Wetland Conservancy Program Map (map unit)
Current Water Resource Conditions (USGS): Month: January, 2005
Range: Above Normal ❑ Normal Z Below Normal ❑
Other References Reviewed: Town Assessors Map, Fema Maps, Town Topography Maps
DEP APPROVED FORM-12/07/95
FORM 11 - SOIL EVALUATOR FORM
Page 2 of 4
Location Address or Lot No. #Lots 74 thru 81 Commett Way, Marstons Mills, MA
On-site Review
Deep Hole Number 1 Date: 2/11/05 Time: 11:00 AM Weather: 32°F sunny
Location (identify on site plan)
Land Use: Residential Slope (%): 0-3 Surface Stones: No
Vegetation: Wooded (oaks and pitch pines)
Landform : Outwash plain
Position on landscape (sketch on the back)
Distances from:
Open Water Body >500 feet Drainage way n/a feet
Possible Wet Area >500 feet Property Line 25' +/-
Drinking Water Well feet Other
DEEP OBSERVATION HOLE LOG*
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency,%
Gravel)
0" - 6" O/A Sandy
Loam
6" - 46" B Sandy 10 YR 5/8
Loam
46" - 95" Cl Coarse 7 . 5YR 5/6 None Roots depth
Sand
95" - 120" C2 Medium 10 YR 6/4 None 30% gravel
Sand
* MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic):Outwash Depth to Bedrock:>100'
Depth to Groundwater: 37 ft.+/-
Standing Water in the Hole: NO Weeping from Pit Face: NO Estimated Seasonal High Ground Water Elev.40
DEP APPROVED FORM-12/07/95
FORM 11 - SOIL EVALUATOR FORM
Page 3 of 4
Location Address or Lot No. #Lots 74 thru 81 Commett Way,Marstons Mills, MA
On-site Review
Deep Hole Number 2 Date: 2/11/05 Time: 11:30 AM Weather: 32°F sunny
Location (identify on site plan)
Land Use: Residential Slope (%): 0-3 Surface Stones: No
Vegetation:Wooded (oaks and pitch pines)
Landform : Outwash plain
Position on landscape (sketch on the back)
Distances from:
Open Water Body >500 feet Drainage way n/a feet
Possible Wet Area >500 feet Property Line 25' +/-
Drinking Water Well feet Other
DEEP OBSERVATION HOLE LOG*
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, %
Gravel)
0" - 6" O/A Sandy
Loam
6" - 4.3" B Sandy 10 YR 5/8
Loam
43" - 93" C1 Coarse 7 .5YR 5/6 None Roots depth
Sand
93" - 130" C2 Medium 10 YR 6/4 None 30% gravel
Sand
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material (geologic): Outwash Depth to Bedrock:>100'
Depth to Groundwater: 37 ft.+/-
Standing Water in the Hole: NO Weeping from Pit Face: NO Estimated Seasonal High Ground Water Elev.40
DEP APPROVED FORM-12/07/95
FORM 11 - SOIL EVALUATOR FORM
Page 4 of 4
Location Address or Lot No. #Lots 74 thru 81 Commett Way, Marstons A
Mills,>
Determination for Seasonal High Water Table
MethodsUsed:
❑ Depth observed in observation well on adjacent property
❑ Depth of standing water in observation hole inches
❑ Depth to soil mottles inches
o Town topography, Cape Cod Ground Water Map & previous work in the area
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 in November of 2002, 1 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 15.127.
Signature p Date: February 14, 2005
DEP APPROVED FORM-12/07/95
FORM 12 - PERCOLATION TEST
Location Address or Lot No.: #Lots 74 thru 81 Commett Way, Marstons Mills,MA
COMMONWEALTH OF MASSACHUSETTS
<Barnstable> Massachusetts
Percolation Test*
Date: 2/11/05 Time : 11 :41 AM
Observation Hole # 1 2
Depth of Perc 48"
Start Pre-soak 11 :41 : 10
End Pre-soak 11 :4 8 : 3 0
Time at 12"
Time at 9"
Time at 6"
Time (9"-6")
Rate Min./Inch < 2 Min./Inch
* MINIMUM of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passed 0 Site Failed ❑
----------------------------------------------------------------
Performed By: RaOl Lizardi Rivera
Witnessed By: Donald Desmarais
Comments: Percolation rate of < 2 min/inch in layer C1 and C2 after 25 gallons in 7.5 minutes.
Stripout required approximately 46" down to Sand layer (Cl)
DEP APPROVED FORM-12/07/95
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N� N/F
_ N/F , N/F ANTHONY&DEBORAH POLSEW TMRESA PELLEIIER TRUST
'❑ N/F N/F N/F .,.. KATHLEt9J A.DUNCAN 1 ...+
STEPHEN A. CAPUTO STEPHEN A.CAPUTO N� NATALIE M.COI.EMAN _. PLYMOUTH SAVINGS BANK ty
N/F MICMAEL J.HALLORAN
KAUKO G. &MARY HAVANKA
N 89'32':43"'E 1.-1033:47: s
?"i.Gi;• ('. 25- 0' - ,.i /'< 125.�:i' ( :.C''�.3, -}���_ 156.47'
I 76 TP
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N/F
DENISE M.PINA '} TOTAL
TOTAL FLOW = 330 GPD
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t ;, .' i R=25.00
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L=42.43' Iv
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C AMMETT (oo' WIDE) WAY R=25.00 0
979.69' S36'32'43"W E
100.31'
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LOT 89 TOTAL -_, l. .,�..i�_1 �>.`.
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LEONARD&LOIS R.MENDES I TOTAL FLOW = 220 GPD � I }
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125.00' ;`-_ - i ':�.CO ..... ,J;x i; .�IC T- __.. ._ .
S36'32'43"W 887.43'
N/F N/Ft
BRYAN J.BURNHAM �+ •: JEFFERY R&SARITA SHAFT f
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N/F `I
NAWAM B. &THERESA G.KOMAR '
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