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Home My WebLink AboutSoil Suitability - Soil Testing Results - 25 Beechwood Drive 9/7/2021 °4�- Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal A. Facility Information Albacado Limited Partnership Owner Name 25 Beechwood Drive Map 34 Lot 50 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 255C ----------- Source Soil Map Unit Windsor Loamy Sand None Soil Name Soil Limitations Ablation Till Drumplin Slope/Kame - -- -- --- _- -- Soil Parent material Landform --- 3. Surficial Geological Report Available? ❑ Yes® No If yes: ---_ - Year Published/Source Map Unit ` E� Description of Geologic Map Unit: 4. Flood Rate Insurance Ma Within a regulatory floodwa ? P 9 rY Y El ® No SEQ � � VER 5. Within a velocity zone? ❑ Yes ® No ,�CpFNp R MEND N�L�N If yes, MassGIS Wetland Data Layer: 6. Within a Mapped Wetland Area. El Yes ® No -- --- -- ---- Wetland Type 7. Current Water Resource Conditions (USGS): 06/21 Range: ® Above Normal ® Normal ❑ Below Normal _.- ---- - Month/Day/Year 8. Other references reviewed: 25 beechwood form 11-1.doc•rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 5 Commonwealth of Massachusetts q) City/Town of North Andover w - 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 7-20-21 9:30 Sunny/warm 42.730546 -71.112033 Hole# Date Time Weather Latitude Lonqitude: wooded 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/Kame mid slope Landform Position on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body >200 feet Drainage Way 150 feet Wetlands 150 feet Property Line 40 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: Depth Weeping from Pit Depth Standing Water in Hole Soil Log Redoximorphic Features °Coarse Fragments Soil Soil Horizon Soil Texture Soil Matrix:Color- /°by Volume Depth(in) /Layer (USDA Moist(Munsell) Cobbles Soil Structure Consistence Other > Depth Color Percent Gravel Stones (Moist) 2-0 O 0-9 A SL 10YR 2/2 M F 9-32 Bw SL 10YR 4/6 M F 32-56 C1 LFS 2.5Y 5/6 56 10YR 5/8 >15 M F 56-96 C2 S 2.5Y 6/4 Additional Notes: NO WEEPING, NO STANDING, NO REFUSAL 25 beechwood form 11-1.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 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 7-20-21 9:30 Sunny/WARM 42.730546 -71.112033 Hole# Date Time Weather Latitude Longitude: 1. Land Use: WOODED TREES NONE 5% --- (e.g.,woodland,agricultural field,vacant lot,etc.) Vegetation Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope(%) FRONT Description of Location: - - — __- 2. Soil Parent Material: Ablation Till Drumlin Slope/Kame mid slope Landform Position on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body >200 feet Drainage Way 150 feet Wetlands >100 feet Property Line 70 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: Depth Weeping from Pit Depth Standing Water in Hole Soil Log Redoximorphic Features Coarse Fragments Soil Depth in Soil Horizon Soil Texture Soil Matrix. /°by Volume p ( ) USDA er/La Color-Moist Soil Structure Consistence Other (Munsell y (USDA) ) Cobbles& Depth Color Percent Gravel Stones (Moist) 2-0 0-9 A SL 10YR 212 M F 9-32 Bw LS 10YR 4/6 M F 32-60 C1 FS 2.5Y 5/6 60 10YR 5/8 >15 M F 60-96 C2 S 2.5Y 6/4 M F Additional Notes: 25 beechwood form 11-1.doc•rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 5 Commonwealth of Massachusetts - _ 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 3 7-20-21 9:30 Sunny/warm 42,730546 -71.112033 -- _ _—_ Hole# Date Time Weather Latitude Lonqitude: WOODED 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/Kame Mid Slope Landform Position on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body >200 feet Drainage Way 150 feet Wetlands 150 feet Property Line 60 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: Depth Weeping from Pit Depth Standing Water in Hole Soil Log Redoximorphic Features Coarse Fragments Soil Soil Horizon Soil Texture Soil Matrix:Color- /o by Volume Depth(in) /Layer (USDA Moist(Munsell) Cobbles 8< Soil Structure Consistence Other Depth Color Percent Gravel Stones (Moist) 2-0 O 0-9 A SL 10YR 2/2 M F 9-32 Bw SL 10YR 4/6 M F 32-60 C1 LFS 2.5Y 5/6 58 10YR 5/8 >15 M F 60-96 C2 S 2.5Y 6/4 Additional Notes: NO WEEPING, NO STANDING, NO REFUSAL 25 beechwood form 11-2.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 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: TP4 7-20-21 9:30 Sunny/WARM 42.730546 -71.112033 Hole# Date Time Weather Latitude Longitude: WOODED TREES NONE 5% 1. Land Use: (e.g.,woodland,agricultural field,vacant lot,etc.) Vegetation Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope(°k) FRONT Description of Location: -- - 2. Soil Parent Material: Ablation Till Drumlin Slo a/Kame Mid Slope - - Landform Position on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body >200 feet Drainage Way 150 feet Wetlands >100 feet Property Line 90 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: 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 8 (Munsell) Depth Color Percent Gravel Stones (Moist) 2-0 0-9 A SL 10YR 2/2 M F P32-6 2 Bw LS 10YR 4/6 M F 0 C1 FS 2.5Y 5/6 60 10YR 5/8 >15 M F 60-96 C2 S 2.5Y 6/4 M F Additional Notes: 25 beechwood form 11-2.doc•rev.3/15118 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 5 Commonwealth of Massachusetts _ 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#TP 1 Obs. Hole#TP 2 ❑ Depth observed standing water in observation hole inches inches ❑ Depth weeping from side of observation hole inches inches ® Depth to soil redoximorphic features (mottles) 56 inches 60 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 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? ® Yes ❑ No b. If yes, at what depth was it observed (exclude A and O Upper boundary: 9 Lower boundary: 96 _ Horizons)? inches inches c. If no, at what depth was impervious material observed? Upper boundary: Lower boundary: inches inches 25 beechwood form 11-1.doc•rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 5 Commonwealth of Massachusetts a - 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#TP 3 Obs. Hole#TP 4 ❑ Depth observed standing water in observation hole inches inches ❑ Depth weeping from side of observation hole inches inches ® Depth to soil redoximorphic features (mottles) 58 inches 60 inches ❑ Depth to adjusted seasonal high groundwater(Sh) inches inches (USGS methodology) Index Well Number Reading Date Sh= Sc—(Sr X(OWc—OWmax)/OWrl Obs. Hole/Well# 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? ® Yes ❑ No b. If yes, at what depth was it observed (exclude A and O Upper boundary: 9 Lower boundary: 96 Horizons)? inches inches c. If no, at what depth was impervious material observed? Upper boundary: Lower boundary: inches inches 25 beechwood form 11-2.doc-rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 5 Commonwealth of Massachusetts City/Town of North Andover 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 12, 8/5/21 Signature ofSoil Evaluator Date Benjamin C. Osgood Jr E1818 June 2022 Typed or Printed Name of Soil Evaluator/License# Expiration Date of License Isaac DaRowe North Andover board of health 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: 25 beechwood form 11-1.doc•rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 5 Commonwealth of Massachusetts City/Town of North Andover ( Percolation Test Form 12 �M Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important:When filling out forms A. Site Information on the computer, use only the tab Albacado limited Partnership key to move your Owner Name cursor-do not 25 Beechwood Drive use the return Street Address or Lot# key. North Andover MA 01845 r� City/Town State Zip Code Contact Person(if different from Owner) Telephone Number B. Test Results 7/20/21 9:30 7/20/21 7:50 Date Time Date Time Observation Hole# PT 1 PT 2 Depth of Perc 30'/18" 30'/18" Start Pre-Soak 9:43 9:50 End Pre-Soak 9:58 10:05 Time at 12" 9:58 10:05 Time at 9" 10:04 10:10 Time at 6" 10:12 10:15 Time(9"-6") 8 MIN 5 MIN Rate(Min./Inch) 3 MPI <2 MPI Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Benjamin C. Osgood,jr. Test Performed By: Isaac Darowe Board of Health Witness Comments: t5form12.doc•08/15 Perc Test•Page 1 of 1