HomeMy WebLinkAboutSoil Suitability Assessment - Soil Testing Results - 99 OGUNQUIT ROAD 12/12/2006 FORM 11 —SOIL EVALUATOR FORM
Pagel of 3
No. 684 Date: 12/12/06
Commonwealth of Massachusetts
North Andover, Massachusetts
Soil Suitability Assessment f or On-site Sewage Disposal
Performed By: Steven D'Urso Date: 5/25/95
Witnessed By: Sandy Starr Date: 5/25/95
Location Address or Ogunquit Road Owner's Name Peter& Kerry Breen
Lot# Lot 5 Address and 770 Boxford Street
North Andover, MA 01845
Telephone# 978-687-7774
New Construction 0 Repair L�
Office Review
Published Soil Survey Available: No F-7 Yes 0
Year Published 1981 Publication Scale 1"= 1320' Soil Map Unit CcC
Drainage Class B Soil Limitations
Surficial Geologic Report Available: No 0 Yes
Year Published Publication Scale
Geologic Material(Map Unit)
Landform
Flood Insurance Rate Map:
Above 500 year flood boundary No Yes X
Within 500 year flood boundary No X Yes
Within 100 year flood boundary No X Yes
Wetland Area:
National Wetland Inventory Map(map unit)
Wetlands Conservancy Program Map(map unit)
Current Water Resource Conditions(USGS): Month
Range: Above Normal Normal Below Normal
Other References Reviewed:
FORM 11 — SOIL EVALUATOR FORM
Page 2a of 3
Location Address or Lot No. Lot 5 Ogunquit Road
On-Site Review
Deep Hole Number OP 95-6 Date 5/25/95 Time 10:00 am Weather
Location(identify on site plan) See Plan
Land Use Residential Slope(%) 8-15% Surface Stones Few 1'—3'Dia.
Vegetation Woods
Landform Drumlin
Position on landscape(sketch on the back) See Plan
Distances from:
Open Water Body 100' + feet Drainage Way feet
Possible Wet Area 100' + feet Property Line 10'+ feet
Drinking Water Well 100'+ feet Other
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(Inches) (USDA) (Munsell) Mottling (Structure, Stones,Bounders,
Consistency,%Gravel)
0-5" A FSL 10YR3/3
5-36" Bw FSL 10YR5/8
ESHWT
36-12811+ C1 SL 2.5Y5/4 @ 48"
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic) Glacial till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 48"
DEP APPROVED FORM—12/7/95 Document2
Document2
FORM 11 —SOIL EVALUATOR FORM
Page 2b of 3
Location Address or Lot No. Lot 5 Ogunquit Road
On-Site Review
Deep Hole Number OP 95-7 Date 5/25/95 Time 10:00 am Weather
Location(identify on site plan) See Plan
Land Use Residential Slope(%) 8-15% Surface Stones Few 1'—3'Dia.
Vegetation Woods
Landform Drumlin
Position on landscape(sketch on the back) See Plan
Distances from:
Open Water Body 100' + feet Drainage Way feet
Possible Wet Area 100' + feet Property Line 10'+ feet
Drinking Water Well 100' + feet Other
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Bounders.
Consistency,%Gravel)
0-5" A FSL 10YR3/3
5-42" Bw FSL 10YR5/8
ESHWT
42-120"+ C1 SL 2.5Y5/4 @ 48"
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic) Glacial till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 48"
DEP APPROVED FORM—12/7/95 DocumenO
Document2
FORM 11 —SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No. Lots 5 Ogunquit Road
Determination for Seasonal Hikh Water Table
OP 95-6, OP 95-7
Method Used:
Depth observed standing in observation hole inches
Depth weeping from side of observation hole inches
X Depth to soil mottles 48 inches
Groundwater 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 in 11/94 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 Steven D'Urso (Deceased) Date 12/12/06
DEP APPROVED FORM—12/7/95 Document6
FORM 12—PERCOLATION TEST
Location Address or Lot No. Lot 5 Ogunquit Road
COMMONWEALTH OF MASSACHUSETTS
North Andover, Massachusetts
Percolation Test*
Date: 9/12/95 Time: 10:00 am
Observation Hole # P 5-1 P 5-2
Depth of Perc 32 + 18 34 + 18
Start Pre-soak 2:21 2:35
End Pre-soak 2:36 2:50
Time at 12" 2:36 2:50
Time at 9" 2:49 3:03
Time at 6" 3:11 3:20
Time 9"-6" 22 minutes 17 min/inch
Rate Min./Inch 8 min/inch 6 min/inch
*Minimum of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passed X� Site Failed
Performed by: Steven D'Urso
Witnessed by: Sandy Starr
Comments:
DEP APPROVED FORM—12/07/95 Document4
FORM 11 —SOIL EVALUATOR FORM
Pagel of 3
No. 684 Date: 9/20/05
Commonwealth of Massachusetts
North Andover, Massachusetts
Soil Suitabili�ssessment for On site Seware Disposal
Performed By: Isaac Rowe Date: 9/20/05
Witnessed By: Randy Burley(Mill River Consult) Date: 9/20/05
Location Address or Lots 5,6 &9 Ogunquit Rd. Owner's Name Peter &Kerry Breen
North Andover, MA 01845
Lot# Address and 770 Boxford Street
North Andover, MA 01845
Telephone# 978-687-7774
New Construction 0 Repair 0
Office Review
Published Soil Survey Available: No = Yes
Year Published 1981 Publication Scale 1"= 1320' Soil Map Unit CcC
Drainage Class B Soil Limitations
Surficial Geologic Report Available: No i i Yes
Year Published Publication Scale
Geologic Material(Map Unit)
Landform
Flood Insurance Rate Map:
Above 500 year flood boundary No Yes X
Within 500 year flood boundary No X Yes
Within 100 year flood boundary No X Yes
Wetland Area:
National Wetland Inventory Map(map unit)
Wetlands Conservancy Program Map(map unit)
Current Water Resource Conditions(USGS): Month
Range: Above Normal Normal Below Normal
Other References Reviewed:
FORM 11 — SOIL EVALUATOR FORM
Page 2a of 3
Location Address or Lot No. Lots 5,6 & 9 Ogunquit Road
On-Site Review
Deep Hole Number OP 05-1 Date 9/20/05 Time 10:00 am Weather Cloudy 75
Location (identify on site plan) See Plan
Land Use Residential Slope(%) 8-15% Surface Stones Few l'—3' Dia.
Vegetation Woods
Landform Drumlin
Position on landscape(sketch on the back) See Plan
Distances from:
Open Water Body 100' + feet Drainage Way feet
Possible Wet Area 100' + feet Property Line 10' + feet
Drinking Water Well 100' + feet Other
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(Inches) (USDA) (Munsell) Mottling (Structure, Stones,Bounders,
Consistency,%Gravel)
0-12" A FSL 10YR3/2
12-36" Bw FSL 10YR5/8
36-60" C1 FS 2.5Y6/4 ESHWT
@ 60"
60-108"+ C2 SL 2.5Y5/6
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic) Glacial till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 60"
DEP APPROVED FORM—12n195 DocumenU
DocumenQ
FORM 11 — SOIL EVALUATOR FORM
Page 2b of 3
Location Address or Lot No. Lots 5,6 & 9 Ogunquit Road
On-Site Review
Deep Hole Number OP 05-2 Date 9/20/05 Time 10:00 am Weather Cloudy 75
Location (identify on site plan)
Land Use Residential Slope(%) 8-15% Surface Stones Few 1'-3' Dia.
Vegetation Woods
Landform Drumlin
Position on landscape(sketch on the back) See Plan
Distances from:
Open Water Body 100' + feet Drainage Way feet
Possible Wet Area 100' ++ feet Property Line 10' + feet
Drinking Water Well 100' + feet Other
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(Inches) (USDA) (Munsell) Mottling (Structure, Stones, Bounders,
Consistency,%Gravel)
0-12" A FSL 10YR3/2
12-30" Bw FSL 10YR5/8
30-120"+ Cl SL 2.5Y5/6 ESHWT
48"
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic) Glacial till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 48"
DEP APPROVED FORM—12/7/95 Document2
Document2
FORM 11 —SOIL EVALUATOR FORM
Page 2c of 3
Location Address or Lot No. Lots 5,6&9 Ogunquit Road
On-Site Review
Deep Hole Number OP 05-3 Date 9/20/05 Time 10:00 am Weather Cloudy 75
Location(identify on site plan) See Plan
Land Use Residential Slope(%) 8-15% Surface Stones Few 1'-3' Dia.
Vegetation Woods
Landform Drumlin
Position on landscape(sketch on the back) See Plan
Distances from:
Open Water Body 100'+ feet Drainage Way feet
Possible Wet Area 100' + feet Property Line 10'+ feet
Drinking Water Well 100'+ feet Other
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(Inches) (USDA) (Munsell) Mottling (Structure, Stones,Bounders,
Consistency,%Gravel)
0-18" Fill&Ap
18-28" Bwb FSL 10YR4/6
28-10211+ C1 LS 2.5Y5/6 ESHWT
36"
*M UMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic) Glacial Till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 36"
DEP APPROVED FORM—12/7/95 DocumenQ
DocumenQ
DocumenO
FORM 11 —SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No. Lots 5,6 & 9 Ogunquit Road
Determination for Seasonal Hikh Water Table
OP 05-1
Method Used:
Depth observed standing in observation hole inches
Depth weeping from side of observation hole inches
X Depth to soil mottles 60 inches
Groundwater 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 in Spring 20011 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 9
DEP APPROVED FORM—12/7/95 Document6
FORM 11 —SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No. Lots 5,6 & 9 Ogunquit Road
Determination for Seasonal Hikh Water Table
OP 05-2
Method Used:
Depth observed standing in observation hole inches
Depth weeping from side of observation hole inches
X Depth to soil mottles 48 inches
Groundwater 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 in spring 20011 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 Zf� ds
DEP APPROVED FORM—12n195 Document6
FORM 11 -SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No. Lots 5,6 & 9 Ogunquit Road-
Determination for Seasonal High Water Table
OP 05-3
Method Used:
Depth observed standing in observation hole inches
Depth weeping from side of observation hole inches
X Depth to soil mottles 36 inches
Groundwater 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 in Spring 20011 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
DEP APPROVED FORM—12n195 Documen16