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Home My WebLink AboutSoil Suitability - Soil Testing Results - 50 JAY ROAD 3/20/2022 Commonwealth of Massachusetts tj G City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal A. Facility Information Allan Markus Owner Name 50 Jay Road Map 98.a Lot 59 H ANDOVER Street Address Map/Lot# HEALTH DEPART North Andover MA _ 01845 City State Zip Code B. Site Information 1. (Check one) ❑ New Construction ® Upgrade 2. Soil Survey On Line 651 Udorthents Source Soil Map Unit Soil Series N/A N/A Landform Soil Limitations N/A Soil Parent material 3. Surficial Geological Report _ 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 6. Within a Mapped Wetland Area? ❑ Yes ® No If yes, MassGIS Wetland Data Layer: PP Wetland Type 7. Current Water Resource Conditions (USGS): 03/22 Range: ❑ Above Normal ® Normal ❑ Below Normal Month/Day/Year 8. Other references reviewed: (Zone Il, IWPA,Zone A, EEA Data Portal,etc.) 50 Jay Road t5form11.docx•rev.02/26/2020 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 5 Commonwealth of Massachusetts G 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 3/15/2022 9:00 Sunny 45 degrees 42.66843 -71.10321 Hole# Date Time Weather Latitude Longitude 1. Land Use lawn grass none 3% (e.g.,woodland,agricultural field,vacant lot,etc.) Vegetation Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope(%) Description of Location: Front 2. Soil Parent Material: Ablation Till Ground Moraine Landform Position on Landscape(SU,SH,BS,FS,TS,Plain) 3. Distances from: Open Water Body >100 feet Drainage Way >100 feet Wetlands >100 feet Property Line 10' 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: 77" Depth to Weeping in Hole N/A due to cave in Depth to Standing Water in Hole Soil Log Redoximorphic Features Coarse Fragments° Soil /° Depth(in) Soil Horizon Soil Texture Soil Matrix:Color- by Volume Soil Consistence Other /Layer (USDA Moist(Munsell) Cobbles& Structure (Moist) Depth Color Percent Gravel Stones Cnc 0-5" A SL 10YR 5/2 Dpl: Cnc 5" -32" FILL SL Varies Dpl: Cnc 32" - 55" FILL Varies Varies Dpl: 55"-77" C1 Loam Gley 1 5/5 GY @ 55" Cnc :10YR 5/8 >15 M F Dpl: Cnc 77"-108" C2 Loam 2.5Y 5/4 Dpl: Cnc Dpl: Additional Notes: NO REFUSAL; WEEPING@ 77 50 Jay Road t5form11.docx-rev.02/26/2020 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 2 of 5 Commonwealth of Massachusetts i [ City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Y 9 p C. On-Site Review(minimum of two holes required at every proposed primary and reserve disposal area) Deep Observation Hole Number:TP 2 3/15/2022 9:00 Sunny 45 degrees_ 42.66843 -71.10321 Hole# Date Time Weather Latitude Longitude 1. Land Use: lawn _ grass none 3% (e.g.,woodland,agricultural field,vacant lot,etc.) Vegetation Surface Stones(e.g.,cobbles,stones, boulders,etc.) Slope(%) Description of Location: Front right 2. Soil Parent Material: Ablation Till Ground Moraine Landform Position on Landscape(SU,SH, 13S,FS,TS,Plain) 3. Distances from: Open Water Body >100 feet Drainage Way >100 feet Wetlands >100 feet Property Line 15 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: 74" Depth to Weeping in Hole 106" Depth Standing Water in Hole Soil Log Redoximorphic Features Coarse Fragments° Soil /° Soil Horizon Soil Texture Soil Matrix:Color- by Volume Soil Depth(in) /Layer (USDA) Moist(Munsell) Cobbles& Structure Consistence Other Depth Color Percent Gravel (Moist) Stones 0"-5" A SL 10YR 5/2 Cnc Dpl: 5"-24" FILL SL Varies Cnc Dpl: 24"-60" Fill Varies Varies Cnc Dpl: 60"-76" C1 Loam Gley 1 5/5 GY 60" Cnc :10YR 5/8 >15 M F Dpl: 76"-108" C2 Loam 2.5Y 5/4 Cnc : Dpl: Cnc Dpl: Additional Notes: NO REFUSAL; WEEPING AT 74", STANDING @ 106" 50 Jay Road t5form11.docx•rev.02/26/2020 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 5 Commonwealth of Massachusetts [ City/Town of North Andover i Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method Used (Choose one): Obs. Hole#TP1 Obs. Hole#TP 2 ® Depth to soil redoximorphic features 55" inches 60" inches ❑ Depth to observed standing water in observation hole inches inches ❑ Depth to adjusted seasonal high groundwater(Sh) inches inches (USGS methodology) Index Well Number Reading Date Sh = Sc—[Sr X(OWc—OWmax)/OWr] Obs. Hole/Well# Sc Sr OWc OWmax OWr Sh E. 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 1547. l/ 5/18/22 ature df Soil Evaluator Date Benjamin C. Osgood, Jr., SE#1818 June 2022 Typed or Printed Name of Soil Evaluator/License# Expiration Date of License Dan Otenheimer, Representative North Andover Board of Health 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. 50 Jay Road t5form11.docx•rev.02/26/2020 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 5