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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