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Home My WebLink About- Soil Testing Results - 997 DALE STREET 4/23/2019 4/23/2019 Date: April 23, 2019 Soil Testing Permit #47814 This is an e-permit.To learn more,scan this barcode or visit northandoverma.viewpointcloud.com/#/records/48866 • • a • COMMONWEALTH OF MASSACHUSETTS 10 ❑� • TOWN OF NORTH ANDOVER BOARD OF HEALTH 1 Chris Sparages 997 DALE STREET is hereby granted a Soil Testing Permit This permit is granted in conformity with the statutes and ordinances relating thereto. Soil Evaluator Contact Number: 35-98 0-6416 4(w�. - �240 Owner Contact Number#:978-835-9866 ,'ram•+Engineer Contact Number:978-590-6416L Conditions: FRANCIS P. MACMILLAN,JR., M.D. BOARD OF HEALTH CHAIRMAN 1/2 4/16/201,9 COMMONWEALTH OF MASSACHUSETTS ❑� 0 TOWN OF NORTH ANDOVER BOARD OF HEALTH I — Date:April 12,2019 Soil Testing Permit #47814 This is an e-permit.To learn more,scan this baroode or visit.viewpointcloud.com/#/records/ Applicant: Chris Sparages Engineer:Greg Hochmuth,Williams&Sparages LLC Owner(if different): Engineer Contact Number:978-590-6416 Owner Contact Number:978-835-9866 Address: Certified Soil Evaluator: Greg Hochmuth,SE#2825 997 DALE STREET Soil Evaluator Contact Number:978-590-6416 NORTH ANDOVER, MA 01845 Location of Soil Test: Intended Use of Land: right rear of dwelling Single Family Home Type of testing: In the Lake Cochichewick watershed? Repair Testing No Conditions(if applicable): yyo OL 4/16/2019 Soil Testing Permit 47814 Applicant Chris Sparages 978-539-8088 @ csparages@wsengineers.com Location 997 DALE STREET NORTH ANDOVER, MA 01845 General Information Owner(if different from applicant) Owner Contact Number Engineer Engineer Contact Number: Greg Hochmuth, Willliams & Sparages LLC 978-590-6416 Certified Soil Evaluator Soil Evaluator Contact Number: Greg Hochmuth, SE#2825 978-590-6416 Project Details Intended Use of Land Type of Testing: Single Family Home Repair Testing In the Lake Cochichewick watershed? Location of Soil Tests: No right rear of dwelling Internal Conditions 3 1 Q�� 1/1 4/12/2019 Unofficial Property Record Card Unofficial Property Record Card - North Andover, MA General Property Data Parcel ID 104.A-0010-0000.0 Account Number M_235547_938208 Prior Parcel ID -- Property Owner NORTH ANDOVER BOXFORD REALTY Property Location DALE STREET TRUST F G&E L ELDRED,TRS Property Use NONPROD Mailing Address 997 DALE STREET Most Recent Sale Date 1 1/2 911 99 4 Legal Reference PROB 343231 City NORTH ANDOVER Grantor ELDRED,ETHEL Mailing State MA Zip 01845 Sale Price 1 ParcelZoning R1 Land Area 4.750 acres Current Property Assessment Card 1 Value Building Value 0 Xtra Features 0 Land Value 37,692 Total Value 37,692 Value Building Description Building Style Foundation Type Flooring Type N/A #of Living Units 0 Frame Type Basement Floor N/A Year Built N/A Roof Structure Heating Type N/A Building Grade Roof Cover Heating Fuel NIA Building Condition Average Siding Air Conditioning 0% Finished Area(SF)N/A Interior Walls NIA #of Bsmt Garages 0 Number Rooms 0 #of Bedrooms 0 #of Full Baths 0 #of 3/4 Baths 0 #of 1/2 Baths 0 #of Other Fixtures 0 Legal Description Narrative Description of Property This property contains 4.750 acres of land mainly classified as NONPROD with a(n)style building,built about NIA,having exterior and roof cover,with 0 unit(s),0 room(s),0 bedroom(s),0 bath(s),0 half bath(s). Property Images St No Picture _ Disclaimer:This information is believed to be correct but is subject to change and is not warranteed. northandover.patriotproperties.com/RecordCard.asp 1/1 4/16/201,9 Soil_Testing_Sketch_Fri_Apr_12_2019_10-43-32.jpg(1104X834) A .�. q Search M Selection !Themes !Plarkup Abutters J F.. r � 42.694708,-71.067159 L J AAap data2014 Google 150ft, a I Terms of Use https://viewpointeloud.blob.core.windows.net/uploaded-files/Soil_Testing_Sketch_Fri_Apr_12_2019_10-43-32.jpg?st=2019-04-16T15%3A01%3AO3Z&... 1/1 4/16/201.9 Payment Receipt r , • yo 4 • Town of North Andover, MA $440 .00 Paid via Check Note: ck#2089 Leonhard - 997 Dale St Thanks for using the Online Service Center Chris Sparages Soil Testing Permit#47814 April 16, 2019 Repairs or Maintenance Fee $440.00 Total Paid $440.00 krm LZ Powered by the ViewPoint Cloud platform Receipt number#14543 1/1 80 SNt i I Vwnw • ttJ! �" �YD eu 0/:Y-� �q t I S�� IA f I i fit,. yrlb �'! I � r a a Commonwealth of Massachusetts City/Town of North Andover „ ..c Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal A. Facility Information ReG Byron Leonhard Owner Name PN� 997 Dale Street 104A/ 10 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: USDA NRCS 410B Source Soil Map Unit Sutton Soil Name Soil Limitations Coarse-loamy melt out till Moraine Soil Parent material Landform 3. Surficial Geological Report Available? ® Yes❑ No If yes: MassGIS Oliver Till or Bedrock 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: Wetland Type 7. Current Water Resource Conditions (USGS): 6/21/19 Range: ❑ Above Normal ® Normal ❑ Below Normal Month/Day/Year 8. Other references reviewed: USGS Water Resource Conditions Form 11 •rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 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: 19-1 5/3/2019 9:OOAM Sunny, 60 42.694373 -71.065870 Hole# Date Time Weather Latitude Longitude: Existing single family house lot Grass None 3-5% 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: Coarse-loamy melt out till Moraine FS Landform Position on Landscape(SU,SH,BS, FS,TS) 3. Distances from: Open Water Body 100+ feet Drainage Way 100+ feet Wetlands 100+ feet Property Line 10+ 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 8 Soil Structure Consistence Other Depth Color Percent Gravel Stones (Moist) 0-10 A FSL 1OYR 3/2 10-17 Bw FSL 1OYR 5/6 17-48 C1 FSL 2.5Y 5/4 48-102 C2 LS 2.5Y 5/6 Additional Notes: Form 11 •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: 19-22 5/3/19 9:30AM Sunny, 60 42.694373 -71.065870 Hole# Date Time Weather Latitude Longitude: Existing single family house lot Grass None 3-5% 1. Land Use: g ) g ( g ) p (o ) (e.g.,woodland, agricultural field,vacant lot,etc. Vegetation Surface Stones e. cobbles,stones, boulders,etc. Sloe /o Existing single family house lot Description of Location: 2. Soil Parent Material: Coarse-loamy melt out till Moraine FS Landform Position on Landscape(SU,SH,BS, FS,TS) 3. Distances from: Open Water Body 100+ feet Drainage Way 100+ feet Wetlands 100+ feet Property Line 10+ 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 Coarse Fragments Soil Horizon Soil Texture Soil Matrix: Redoximorphic Features o/o Soil Depth(in) by Volume Soil Structure Consistence Other /Layer (USDA) Color-Moist Cobbles& (Munsell) Depth Color Percent Gravel Stones (Moist) 0-10 A FSL 10YR 3/2 10-14 Bw FSL 10YR 5/6 14-82 C 2.5Y 5/6 2.5Y 5/6 Additional Notes: Form 11 -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: 19-3 5/3/2019 10:OOAM Sunny, 60 42.694373 -71.065870 Hole# Date Time Weather Latitude Lonqitude: Existing single family house lot Grass None 3-5% 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: Coarse-loamy melt out till Moraine FS Landform Position on Landscape(SU,SH, 13S,FS,TS) 3. Distances from: Open Water Body 100+ feet Drainage Way 100+ feet Wetlands 100+ feet Property Line 10+ 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- /o by Volume Depth(in) /Layer (USDA Moist(Munsell) Cobbles& Soil Structure Consistence Other Depth Color Percent Gravel Stones (Moist) 0-8 A FSL 1OYR 3/2 8-17 Bw FSL 1OYR 5/6 17-96 C FSL 2.5Y 5/4 Additional Notes: Form 11 (2)•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 M Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method Used: Obs. Hole#19-1 Obs. Hole#19-2 ❑ Depth observed standing water in observation hole inches inches ❑ Depth weeping from side of observation hole inches inches ® Depth to soil redoximorphic features (mottles) 66" inches 64" 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. 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? ® Yes ❑ No b. If yes, at what depth was it observed (exclude A and O Upper boundary: 10 Lower boundary: 102 Horizons)? inches inches c. If no, at what depth was impervious material observed? Upper boundary: Lower boundary: inches inches Form 11 •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 D. Determination of High Groundwater Elevation 1. Method Used: Obs. Hole#19-3 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) inches 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: 8 Lower boundary: 96 Horizons)? inches inches c. If no, at what depth was impervious material observed? Upper boundary: Lower boundary: inches inches Form 11 (2)•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 F. 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. 6/21/2019 Signature of oil Evaluator Date Gregory Hochmuth/#2825 6/30/2019 Typed or Printed Name of Soil Evaluator/License# Expiration Date of License Erin Kirchner 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. Field Diagrams: Use this area for field diagrams: Form 11 •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 '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 A. Site Information filling out forms on the computer, use only the tab Byron Leonhard key to move your Owner Name cursor-do not 997 Dale Street use the return Street Address or Lot# key. North Andover MA 01845 r� City/Town State Zip Code Greg Hochmuth (978) 539-8088 Contact Person(if different from Owner) Telephone Number ° B. Test Results 5/3/19 10:00AM Date Time Date Time Observation Hole# P-1 Depth of Perc 38 +18 Start Pre-Soak 10:00 End Pre-Soak 10:15 Time at 12" 10:15 Time at 9° 10:46 Time at 6° 11:30 Time (9"-6") 44 minutes_ Rate (Min./Inch) 15 MPI Test Passed: ® Test Passed: ❑ Test Failed: ❑ Test Failed: ❑ Greg Hochmuth Test Performed By: Erin Kirchner Board of Health Witness Comments: t5form12.doc•08/15 Perc Test•Page 1 of 1