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Home My WebLink AboutSoil Suitability Assessment - Soil Testing Results - 53 MARIAN DRIVE 12/28/2021 - Commonwealth of Massachusetts City/Town of North Andover 1�6 m — pFt1N�pflVER Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Oh;o� A. Facility Information John Motola Owner Name 53 Marian Drive 107.0 -67 Street Address Map/Lot# North Andover MA 01845 City State Zip Code B. Site Information 1. (Check one) ❑ New Construction ® Upgrade ❑ Repair 2. Soil Survey Available? ® Yes ❑ No If yes: Web Soil Survey 305B Source Soil Map Unit Paxton fine sandy loam High Water Table Soil Name Soil Limitations Ablation Till Drumlin Slope Soil Parent material Landform 3. Surficial Geological Report Available? ❑ Yes® No If yes: Year Published/Source Map Unit Description of Geologic Map Unit: 4. Flood Rate Insurance Map Within a regulatory floodway? ❑ Yes ® No 5. Within a velocity zone? ❑ Yes ® No If yes, MassGIS Wetland Data Layer: 6. Within a Mapped Wetland Area? El Yes ® No Wetland Type 7. Current Water Resource Conditions (USGS): 10/21 Range: ❑ Above Normal ❑ Normal ❑ Below Normal Month/Day/Year 8. Other references reviewed: t5forml 1.doc•rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 5 _ Commonwealth of Massachusetts W City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed primary and reserve disposal area) Deep Observation Hole Number: TP 1 10/29/21 1:00 OVERCAST 53 42.654938 -71.106219 Hole# Date Time DEGREES Latitude Lonqitude: WOODS SCRUB/TREES none 5% 1. Land Use (e.g.,woodland, agricultural field,vacant lot,etc.) Vegetation Surface Stones(e.g.,cobbles,stones, boulders,etc.) Slope(%) Description of Location: 2. Soil Parent Material: Ablation Till Drumlin Slope Landform Position on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body >200 feet Drainage Way >100 feet Wetlands >100 feet Property Line 75 feet Drinking Water Well >100 feet Other feet 4. Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed:® Yes ❑ No If yes: 48 Depth Weeping from Pit 92 Depth Standing Water in Hole Soil Log Redoximorphic Features Coarse Fragments Soil Depth(in) Soil Horizon Soil Texture Soil Matrix:Color- %by Volume Soil Structure Consistence Other /Layer (USDA Moist(Munsell) Cobbles& Depth Color Percent Gravel Stones (Moist) 0-20 A SL 10YR 2/2 20-36 Bw SL 10YR 3/6 M F 36-96 C SL 5Y 4/4 36 10YR 5/8 >15 M F Additional Notes: t5form11.doc•rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 2 of 5 Commonwealth of Massachusetts City/Town of North Andover y ..= Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review(minimum of two holes required at every proposed primary and reserve disposal area) Deep Observation Hole Number: TP 2 10/29/21 1:00 overcast- 53 42.654938 -71.106219 Hole# Date Time Weather Latitude Longitude: 1. Land Use: woods scrub/trees none 5% (e.g.,woodland, agricultural field,vacant lot,etc.) Vegetation Surface Stones(e.g.,cobbles,stones, boulders,etc.) Slope(%) left side of house Description of Location: 2. Soil Parent Material: Ablation Till Drumlin Slope Landform Position on Landscape(SU,SH, BS, FS,TS) 3. Distances from: Open Water Body >200 feet Drainage Way >100 feet Wetlands >100 feet Property Line 55 feet Drinking Water Well >100 feet Other feet 4. Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed:® Yes ❑ No If yes: 48 Depth Weeping from Pit Depth Standing Water in Hole Soil Log Coarse Fragments Soil Horizon Soil Texture Soil Matrix: Redoximorphic Features Soil Depth(in) %by Volume Soil Structure Consistence Other /Layer (USDA) Color-Moist Cobbles& (Munsell) Depth Color Percent Gravel Stones (Moist) 0-16 A SL 10YR 2/2 10-24 Bw SL 10YR 3/6 M F 24-108 C LS 5Y 4/4 36 10YR 5/8 >15 M F 10YR 5/8 Additional Notes: t5form11.doc•rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 5 Commonwealth of Massachusetts fl City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method Used: Obs. Hole# Obs. Hole# ❑ Depth observed standing water in observation hole inches inches ❑ Depth weeping from side of observation hole inches inches ® Depth to soil redoximorphic features (mottles) Winches Winches ❑ Depth to adjusted seasonal high groundwater(Sh) inches inches (USGS methodology) Index Well Number Reading Date Sh = Sc—[Sr X(OWc—OWmax)/OWrl Obs. HoleNVell# Sc Sr OWc OWmax OWr Sh 2. Estimated Depth to High Groundwater: inches E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? M Yes ❑ No b. If yes, at what depth was it observed (exclude A and O Upper boundary: 20 Lower boundary: 96 Horizons)? inches inches c. If no, at what depth was impervious material observed? Upper boundary: Lower boundary: inches inches t5form11.doc•rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 5 Commonwealth of Massachusetts 51 Z City/Town of North Andover P = Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal F. Certification I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. 1 further certify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form, are accurate and in accordance with 310 CMR 15.100 through 15.107. 12/23/21 Signature of oil Evaluator Date Benjamin C. Osgood Jr. SE1818 June 2022 Typed or Printed Name of Soil Evaluator/License# Expiration Date of License Daniel Otenheimer North Andover BOH Representative Name of Approving Authority Witness Approving Authority Note: In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing, and to the designer and the property owner with Percolation Test Form 12. Field Diagrams: Use this area for field diagrams: t5form11.doc-rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 5