The URL can be used to link to this page

Home My WebLink AboutSoil Testing Results - 594 BOXFORD STREET 5/23/2018 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal A. Facility Information Melmark New England Owner Name 594 Boxford Street Parcel ID: 210/105.0-0079 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: UC Davis NRCS 4210 SoilWeb Soil Map Unit Canton None Soil Name Soil Limitations Coarse-loamy over sandy melt-out till Ground moraine Soil Parent material _ Landform 3. Surficial Geological Report Available? ® Yes® No If yes: MassGIS Oliver Till Year Published/Source Map Unit Canton fine sandy loam, 8 to 15 percent slopes, very stony Description of Geologic Map Unit: 4. Flood Rate Insurance Map Within a regulatory floodway? ❑ Yes ® No 5. Within a velocity zone? ❑ Yes ® No Layer:MassGIS Wetland Data La es, y 6. Within a Mapped Wetland Area? ❑ Yes No If yWetland Type 7. Current Water Resource Conditions (USGS): 5/23/2018 Range: ❑ Above Normal ❑ Normal ® Below Normal Month/Day/Year 8. Other references reviewed: USGS Current Water Data Form 11 -Soil Suitability(TP-2,TP-3)•rev.3/15/18 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 6 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. Ort-Site Review (minimum of two holes required at every proposed primary and reserve disposal area) Deep Observation Hole Number: TP 18-2 5/4/18 10:OOAM Sunny, 65 42.67 -71.04 Hole# Date Time Weather Latitude Longitude: Lawn/residential lot Lawn None 5-8% 1. Land Use (e.g.,woodland,agricultural Feld,vacant lot,etc.) Vegetation Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope(%) Description of Location: 2. Soil Parent Material: Coarse-loamy lodgment till overlying Ground moraine FS outwash material Landform Position on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body 500+ feet Drainage Way 50+ feet Wetlands 100+ feet Property Line —25 feet Drinking Water Well 150+ 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- /°b Volume Depth(in) /Layer (USDA Moist(Munsell) Cobbles& Soil Structure Consistence Other Depth Color Percent Gravel Stones (Moist) 0-44 Fill 44-48 Ab FSL 1OYR 3/2 Granular Friable 48-55 Bw FSL 1OYR 5/6 Massive Friable 55-108 C FSL 2.5Y 5/6 Massive Friable Additional Notes: No ESHGW, no mottles. Form 11 -Soil Suitability(TP-2,TP-3)-rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal -Page 2 of 6 Commonwealth of Massachusetts City/Town of North Andover i; 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: 18-3 5/4/18 10:45 Sunny, 65 42.67 -71.04 Hole# Date Time Weather Latitude Longitude: Lawn/residential lot Lawn None 5-8% 1. Land Use: (e.g.,woodland,agricultural field,vacant lot,etc.) Vegetation Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope(%) Description of Location: Backyard of existing dwelling at 594 Boxford Street, North Andove 2. Soil Parent Material: Coarse-loamy lodgment till overlying outwash Ground moraine FS material Landform Position on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body 500+ feet Drainage Way 50+ feet Wetlands 100+ feet Property Line 20 feet Drinking Water Well 150+ feet Other feet 4. Unsuitable Materials Present: [g 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 °/o Soil Depth(in) by Volume Soil Structure Consistence Other /Layer (USDA) Color-Moist Cobbles& (Munsell) Depth Color Percent Gravel Stones (Moist) 0-9 Ap FSL 10YR 3/2 Granular Friable 9-16 Bw FSL 10YR 5/6 Massive Friable 16-99 C FSL 2.5Y 5/6 Massive Friable Form 11 -Soil Suitability(TP-2,TP-3)•rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 6 !rN, Commonwealth of Massachusetts VCity/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Additional Notes: No ESGHW, no mottles. D. Determination of High Groundwater Elevation 1. Method Used: Obs. Hole#18-2 Obs. Hole#18-3 ❑ Depth observed standing water in observation hole inches inches ❑ Depth weeping from side of observation hole inches inches ❑ Depth to soil redoximorphic features (mottles) 108 inches Winches ❑ Depth to adjusted seasonal high groundwater(Sh) inches inches (USGS methodology) Index Well Number Reading Date Sh =Sc—[Sr x(OWc—OWmax)/OWrj Obs. Hole/Well# Sc Sr OWc OWmax OWr Sh 2. Estimated Depth to High Groundwater: 99 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: 108 Horizons)? inches inches c. If no, at what depth was impervious material observed? Upper boundary: Lower boundary: inches inches Form 11 -Soil Suitability(TP-2,TP-3)-rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 6 Commonwealth of Massachusetts 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. I 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. 5/23/2018 Signature of Soil Evaluator Date Greg Hochmuth, R.S./#2825 6/30/2019 Typed or Printed Name of Soil Evaluator/License# Expiration Date of License Isaac Rowe, R.S. North Andover Health Department 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: Form 11 -Soil Suitability(TP-2,TP-3)•rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 6 Commonwealth of Massachusetts lCity/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal A. Facility Information Melmark New England Owner Name 594 Boxford Street Parcel ID: 210/105.0-0079 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: UC Davis NRCS 421C SoilWeb Soil Map Unit Canton None Soil Name Soil Limitations Coarse-loamy over sandy melt-out till Ground moraine _ Soil Parent material Landform 3. Surficial Geological Report Available? ® Yes® No If yes: MassGIS Oliver Till Year Published/Source Map Unit Canton fine sandy loam, 8 to 15 percent slopes, very stony 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: Wetland Type 7. Current Water Resource Conditions(USGS): 5/23/2018 Range: ❑ Above Normal ❑ Normal ® Below Normal Month/Day/Year 8. Other references reviewed: USGS Current Water Data Form 11 -Soil Suitability•rev.3/15/18 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 5 Commonwealth of Massachusetts lugCity/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 18-1 5/4/18 9:OOAM Sunny, 65 42.67 -71.04 Hole# Date Time Weather Latitude Longitude: Lawn/residential lot Lawn None 5-8% 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: Coarse-loamy lodgment till overlying Ground moraine FS outwash material Landform Position on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body 500+ feet Drainage Way 50+ feet Wetlands 100+ feet Property Line —25 feet Drinking Water Well 150+ 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) 0-29 Fill 29-31 Ab FSL 10YR 3/2 Granular Friable 31-41 Bw FSL 10YR 5/6 Massive Friable 41-110 C LS 2.5Y 5/6 Massive Friable Additional Notes: No ESHGW, no mottles. Form 11 -Soil Suitability•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 p' 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: Hole# Date Time Weather Latitude Longitude: 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: Landform Position on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body feet Drainage Way feet Wetlands feet Property Line feet Drinking Water Well 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 Lo Soil Horizon Soil Texture Soil Matrix. Redoximorphic Features Coarse Fragments Soil Depth(in) /Layer /°by Volume Soil Structure Consistence Other Ye (USDA) Color-Moist Depth Color Percent Gravel Cobbles& (Moist) (Munsell) Stones Additional Notes: Form 11 -Soil Suitability•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 `s p` Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method Used: Obs. Hole#18-1 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) 110 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. HoleANell# Sc Sr OWc OWmax OWr Sh 2. Estimated Depth to High Groundwater: 110 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: 31 Lower boundary: 110 Horizons)? inches inches c. If no, at what depth was impervious material observed? Upper boundary: Lower boundary: inches inches Form 11 -Soil Suitability•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. |furthercedifv 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. 5/23/2018 Date Typed or Printed Name of Soil Evaluator/License# Expiration Date of License 6/30/2019| North AndoveName of Approving Authority Witness Approving Authority r d t 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: Commonwealth of Massachusetts City/Town of North Andover Percolation Test Form 12 GSM 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 M_elmark New England key to move your Owner Name cursor-do not 594 Boxford Street use the return key. Street Address or Lot# North Andover MA 01845 City/Town State Zip Code Williams &Sparages, LLC (978)539-8088 Contact Person(if different from Owner) Telephone Number B. Test Results 5/4/18 11:00 5/4/18 11:00 Date Time Date Time Observation Hole# TP 18-1 TP 18-3 Depth of Perc 40"+18" =58"(C-layer) 34"+18"=52".f C-layer) Start Pre-Soak 10:37 11:29 End Pre-Soak 10:52 (Took 24 gallons-unable to saturate) Time at 12" 10:52 Time at 9" 10:59 Time at 6" 11:12 Time(9"-6") 13 mins Rate(Min./inch) 5 MPI <2 MPI Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Greg Hochmuth Test Performed By: Kristin McRae, R.S. Board of Health Witness Comments: t5form12.doc•08/15 Perc Test•Page 1 of 1